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HomeMy WebLinkAbout6386 Gall BlvdE, CURRENT atiERS MR. JEFF LIEGEL DEVEWPER MLCON BUILDING CORPORATION CAVIL ENGINEER INGENIUM ENTERPRISES, INC. ARClIrrECT OLMAN ERNEST MARTIAN ARCHITECTS PHONE: (608) 697-1101 MR. CHRIS McGUIRE 14499 NORTH DALE MABRY HWY,. SUITE 250 MS. LEILANI ASHLEY SCHULTZ AND 1059 CIRCLE DRIVE TAMPA, FL 33618 509 SOUTH STATE STREET MR. CHAD 5TEVEN50N P.O. BOX 247 PHONE: (813) 387-0084 BELVIDERE, IL 61006 PHONE: (608) 697-4218 HIGHLAND, WI 53543 PHONE: (815) 544-77% PHONE: (6M) 929-7737 FAX: (815) 544-7792 FAX: (608) 929-7739 to 51TE LIGHTING MUNICAPAL SEWER AGENCY MUNICAPAL WATER AGENCY OLMAN ERNEST MARTIAN ARCHITECTS CRESCENT ELECTRIC SUPPLY COMPANY CITY OF ZEPHYRHILLS DEPARTMENT OF CITY OF ZEPHYRHILLS DEPARTMENT OF M5. LEILANI ASHLEY SCHULTZ MR. TREVI5 BAKER UTILITIES UTILITIES 509 SOUTH STATE STREET 1417 WRIGHT STREET MR. JOHN B05TIC MR. JOHN BOSTIC BELVIDERE, IL 61008 MADISON, WI 53708 39825 ALSTON AVENUE 39825 ALSTON AVENUE PHONE:(815) 544-7790 PHONE: (608) 241-2882 ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, FL 33542 FAX: (815) 544-7792 PHONE: (813) 780-0029 PHONE:(813) 780-0029 FAX: (813) 780-0613 FAX: (813) 780-%13 S$rz TELEPHONE COMPANY LANDSCAPE ARCHITECT SIGNAGE TECO PEOPLES GAS TBD MR. ALAN HOLT, A5LA SPRINGFIELD SIGN AND NEON MR. MIC14AEL DORTCH P.O. BOX 2549 2531 NORTH PATTERSON AVE EMAIL: MDORTCH@TECOENERGY.COM PANAMA CITY, FL 32402 SPRINGFIELD, MO 65803 PHONE: (850) 914-9006 PHONE: (800) 645-9927 PHONE: (417) 862-2454 THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL LOCAL, STATE, AND FEDERAL CERTIFICATION AND LICENSING REQUIREMENTS FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED T0: LAND DISTURBANCE PERMITS, BUILDING PERMITS, DEMOLITION PERMITS, NPDES PERMITS, DEWATERING PERMITS, ETC, CONTRACTOR SHALL ENSURE 100% COVERAGE OF ALL LANDSCAPED AREAS WITHIN LIMITS OF WORK, INCLUDING POTENTIAL OFFSITE AREAS. COVERAGE SHALL INCLUDE BOTH LANDSCAPING AND IRRIGATION. CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DI5LREPANCI5 IMMEDIATELY. 24-HOUR CONTACT: CHRIS McGUIRE (608) q2q-7737 SITE DEVELOPMEN�' PLANS FOR: LAND SURVEYOR EBI SURVEYING 8415 5UN5TATE STREET TAMPA, FL 33634 PHONE: (613) 8%-60BO FAX: (813) 886-6081 CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION OF ALL 51GNAGE WITH OWNER PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE AND ADJUST LOCATION OF LOOP DETECTORS 70 AVOID UTILITY CONFLICTS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL INSTALL GENERAL UTILITY CONDUITS TO PLANTERS AROUND BUILDING AND PATIO. SEE ARCHITECTURAL/MEP PLANS FOR CONTINUATION. CULVER'S RESTAURANT US 301 AND SR 54 PASCO/ ZEPHYRHILLS, FLORIDA i:4; 6k miu enium r ENTER PI SES PLANNING & ENGINEERING JURISDICTION= ZEPHYRHILLS, FLORIDA PASCO COUNTY ZONINGI C-2 REQUIRED BUILDING SETBACKSt FRONT: 10' PREPARED FORT MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608129.7737 FAX: 608.g2q,773q 51DE: 10' SIDE: 10' REAR: 10' REQUIRED PARKING, 0 SPACES PROPOSED PARKING 9' X 20' (REGULAR) = 63 V X 20' (HC) = 03 TOTAL = 66 DRIVE AISLE: 24 SITE AREA CALCULATIONSI 51TE: ±1.43 AC. EXISTING INFORMATIONI PROVIDED BY EBI SURVEYING, DATED 06/N2016 (SEE SHEET CO2.0). ALL WORK SHALT. COMPLY VV1'TH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELFCTP!r "ODE, AND THE CITY OF ZEpHyRHjU,8 INAN094 �tOF A rEPLAIVS i/ N / / - — /V L L- .............. �. f w. sp ffE: roar I STM RMTAUM T n+ Mm m Y2_1LLzui: C_ Sir N SCALE: NTS / ./.. ../ ...�u..,..../..<..>....:�... ..../.....>.:....�.:::>.... ..//�/....:....., ..:....:...:r....:..:..:.....::.:..:/f....:....:...../. �». ......... rr...,....../, .....i,,,./..,....r/. />./:./rr...>,�l;./..r. % ,.r...�.:..., ....:...,..,.,rr../....:..:.. /.r / � ../:......,.,:.,......../.,...... ,:.......... ..r.rr r �/f/..:. „.....r ,r../rrr.....::...:..f �.......:....:.....:_......�........:.....:.......:.......f...r,..r.....rr.r..r.J, ,,..,/.r/f/ ..,....:..!................. / ., . ....r....l. ,.u./ ,rr r rr,,rr /././r,: . . ......r... . ........,.....................:/.., r..r:,...... �nrr�..rr..,.. i ��.:,..:r ��.,. .. ....r. .:.. . .rr...,:.., ./ r/.»/�. .::/.::::.::/.. �%..:'.:..::.,.:../../:.: / .r, .0 .. /,,:,;<..,r.,>...:rr.,/:r..//..�.. � ./..:. :.«:/:..;':/:.gi//.;.n:;f:.,::..:r,;r..rs. r:"r, r,, n.,,s:.r.r::,:/...,,.....,r:...:....:....>.r../. .✓ i, f,:: /< �;. :;:<;.:i_:�_//..�: .,.�:�' .�:;l,,i..�rfrfrr�.<:f. ..rl./;:. �rr"r�->i.> �:�:.r/�s/.!//f,%::i.<:>..,:.r•:.. %... ,. ... ..�..�............./:.../.%., .,,<. ..rr.,..�� ,r....„ .r .r. , .�../.,„.J .../...•../..�...:>...r� .......r�..% .,.., .>...r,. ,% ..r... ..:.../ // 1r/ ...f.,... ,./ r:.f�.:.. ..:%..n: .:::./>.:::.:.r.rr: .:.:..:: f,✓,,.J....<<:.:..! / f./ /. %fr�/:. �,f'':: Sr ; /;:�:� ...r.��r� �� s, >: ,;,.'/....�/.,.. ,.....:.,:..,..:..r....... /.r..r,.,,r ..::r .,.::r ... .�:..,.rr,,:% < :< :rr ,% ...,.a.:. :.-. r. :....:l.,.......:..,../ .::.....::..l..r.:.. 0 ;r F w 01� J J H Z LLj V m m p ¢ w = ham- H 3 N o o o o � Ln o 0 No. TITLE w w _ _ w _ w s w o� o� oN __ o� o C01.0 COVER SHEET • C01,1 GENERAL NOTES • CO2.0 ALTA/ACSM SURVEY BY OTHERS • • CO2,1 EXISTING CONDITIONS/DEMO PLAN • CO3,0 SITE PLAN • • • • CO3.1 STAKING PLAN • CO3,2 HARDSCAPE DETAILS I • CO3,3 HARDSCAPE DETAILS II • CO3,4 HARDSCAPE DETAILS III • C04.0 UTILITY PLAN • • • C04,1 UTILITY DETAILS I • C04,2 UTILITY DETAILS II • C04,3 UTILITY DETAILS III • C04.4 UTILITY DETAILS IV • C04.5 UTILITY DETAILS V • C04,6 PIPE PROFILES I • C04,7 PIPE PROFILES II • C05,0 GRADING AND DRAINAGE PLAN • C05,1 BUILDING AREA DRAINAGE PLAN • C06.0 SWP" • C06,1 ESPC PLAN - CLEARING PHASE • C06,2 ESPIC PLAN - GRADING FINASE • C06,3 ESPC PLAN - FINAL PHASE • C06,4 ESPC DETAILS I • C06,5 ESPIC DETAILS II • C06,6 ESPC DETAILS III • L01,0 LANDSCAPE PLAN • 19 • • L01.1 LANDSCAPE NOTES AND DETAILS • ' ingenium E , PLANNING to ENGINEERING 14499 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0064 D� r % Jail 41 r P No, 60386 `« ,sr. 0 STATE .r��,�+S,�dtdAt �, ��,,•. STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD H- Q z q Q � Q O �LL_ w U [SC � c.t) w >_ J w u N C2 a CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REVISION HISTORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170%1 COLDWG 155UE DATE 09/07/2017 PROJ MGR JP COVER SHEET C01.0 SHEET NUMBER ASPH = ASPHALT BC = BOTTOM OF CURB .., ;�,y A �. / ., Iyi nce ragramat BFP = BACKFLOW PREVENTER _boil t ( 7 2 BW BOTTOM OF WALL s�cp�aT y k„ y #ay ZONE AE cc- CURB AND GUTTER K (EL 89.7) Wimul C.B. = CHORD BEARING ALE AN `":'•'•a'' 6NC0437 K KS dR r' �i i MAP SCALE 1" = 500' CIB = CATCH BASIN f q CIF CUBIC FEET o 2sa soo Aso 1,000 FEET - - CENTERLINE E' d l //� 6NCng3a CMP = CORRUGATED METAL PIPE NE Z CO - GENERAL CLEAN OUT (EL 91,3) 6NCO439 CONC. = CONCRETE ZONE AE C - (EL 87.5) PANEL 0289E CW - COLD WATER SUPPLY ZONE A CY = CUBIC YARD y u s a FIRM D.O.T. = DEPARTMENT OF TRANSPORTATION 3 y"D332 y °� FLOOD INSURANCE RATE MAP DI = DROP INLET ZONE AE IDS= DOWN SPOUT PASCO COUNTY', EL 87.5 O t ) ZONE AE � FLORIDA DIP = DUCTILE IRON PIPE A , E = EAST tkil (EL 87.5)INCORPORATEDAREAS AND � 6NCo426 � EL. - ELEVATION 1425000 FT EGL = ENERGY GRADE LINE ' ?fPANEL 2$9 OF 500 _ " EXIST. EXISTING '. '��'�� (SEE INDEX FOR FIRM PANEL LAYOUT) ZONE AE y F- CONTAINS' �s EL a7s = FDC FIRE DEPARTMENT CONNECTION 22621 � � COMMUNFtti NVMBER PINE L SJf�F _Y. :F9 FE5 = FLARED END SECTION E At ' a r� € ZONE AE rayl a.c,rrpF ; 5 me; F = y ) % y:. y (EL 86.4) FFE FINISH FLOOR ELEVATION 62 t1COa :ia C fi k y 1 ZONE AE FH FIRE HYDRANT (EL ass)/ sNAa�11E.A s i (ELZONEAE .- GSf = GROSS SQUARE FEET % {ftOirr NC040a(EL 88.9) GT = GREASE TRAP EL /It: �� • .,N /S ZONE AE GV = GATE VALVE ! TC Map N emhv vY HDPE = HIGH DENSITY POLYETHYLENE (EL 86.2) a 12101CO289F (*SEPTEMBER NGL HYDRAULIC GRADE LINE :�ZOME AE HW = NOT WATERSUPPLY $ TAR (EL 89 0)EFFECTIVE DATE :.. n/i''s ': 4 %'/' 26,2014' _ I INTERNAL ANGLE TIMBER LN ZONE A ZONE AE 2a°15ao° INV. = INVERT of ZephyrhillS ZONE A ZONEoAE 595000 FT (EL 927) 82'11'15" FcJcrxlEmcr$ency Nanatiement�gcncy IRR = IRRIGATION -- L = LENGTH OF CURVE 120235 Pasco County L.C. = LENGTH OF CHORD Unincorporated Areas This is an official ccipyof a portion of the above re[erencedload map. It LFFE = LOWER FINISH FLOOR ELEVATION I2Q230 was ekttacted using F-M ITO -Line. This map does of rellect changes m—d nts, using may n °ee' mada `N°"` se° to in, date LP - LIGHT POLE/FIXTURE title bf°ck. Far the latest p otluct info - lion adout NaLonal Flootl Insurance Program load maps check the FEMA Flood Map Sta,e.at y—mac fema.goV LS = LANDSCAPE MH = MANHOLE N = NORTH PC = POINT OF CURVATURE FEMA FLOOD INSURANCE RATE MAP 12111 DATED SEPTEMEIER 26, 2014 PI = POINT OF INTERSECTION N.T.S. PIV = P05T INDICATOR VALVE PROP = PROPOSED PT = POINT Of TANGENCY PVC = POLYVINYL CHLORIDE PIPE R = RADIUS OF CURVE RCP = REINFORCED CONCRETE PIPE RD = ROOF DRAIN R/W = RIGHT-OF-WAY 5 = SOUTH 5F = SQUARE FEET 55E = SANITARY SEWER EASEMENT STD = STANDARD 5Y = SQUARE YARD T = TANGENT OF CURVE LENGTH TC = TOP OF CURB TB = THRUST BLOCKING TIN = TOP OF WALL TYP. = TYPICAL W = WEST WIN = WATER METER 14.5. = WATER SURFACE W.5.E. = WATER SURFACE ELEVATION YR = YEAR SEE SURVEY/EXISTING CONDITIONS FOR ABBREVIATIONS SPECIFIC TO THAT SHEET 'IS6UED FOR PERMITTING' DRAWINGS ARE INTENDED FOR SUBMITTAL TO THE JURI5DICTION(5) HAVING AUTHORITY FOR REVIEW, COMMENT, AND/OR APPROVAL. DRAWINGS ARE NOT INTENDED FOR PRICING, BID, OR CONSTRUCTION. 'NOT 155Um FOR CONSTRUCTION' DRAWINGS ARE INTENDED FOR SUBMITTAL TO THE JURI5DICTION(5) HAVING AUTHORITY FOR REVIEW, COMMENT, AND/OR APPROVAL. DRAWINGS ARE NOT INTENDED FOR CONSTRUCTION. '1515UED FOR CON557RI1LTION' DRAWINGS ARE INTENDED FOR PRICING, BID, AND/OR CONSTRUCTION. le I. THROAT OR GRATE ELEVATION FOR CURB INLETS. 2. TOP OF STRUCTURE FOR JUNCTION BOXES/005. 3. TOP OF STRUCTURE FOR SANITARY MANHOLES AND CLEANOUT5. RIGHT-OF-WAY MONUMENT FOUND GAS LINE WATER LINE SANITARY SEWER LINE STORM DRAINAGE PIPE OVERHEAD ELECTRIC LINE OVERHEAD ELECTRIC/TELEPHONE/TV LINE ................................................................................................. OVERHEAD ELECTRIC/TELEPHONE LINE LINETYPE/SYMBOL GAS HAT SAN .......................OH... EL E — OH E/T/TV OH E/T I. INGENIUM ENTERPRISES, INC. (IE) REGULARLY UPDATES ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF IE. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF IE. 2. DEVIATIONS FROM THESE PLANS AND NOTES WITHOUT PRIOR CONSENT OF THE OWNER, H15 REPRESENTATIVE, OR THE ENGINEER MAY CAUSE THE WORK TO BE UNACCEPTABLE. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. THI5 INCLUDES ALL STRIPING AND 5IGNAGE. 4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE 50LELT AND COMPLETELY RE5PON51BLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THI5 REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE 15 NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING LIGHTS AND TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR TO COMPLY WITH ALL 05HA REGULATIONS REQUIREMENTS AND SAFETY MEETING REQUIREMENTS. 5. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. GENERAL RIGHT-OF-WAY/PROPERTY LINE CENTERLINE LIMITS OF CONSTRUCTION DETAIL REFERENCE ADDENDUM Al REVISION REFERENCE SITE/NARDSCAPE gw "*E=� .i{q%y.�::5 3:: $':: S :: S:: S:: S �::: � !.::! !:! v. "�� LINETYPE/SYMBOL REFERENCE ............................................................................................................ — — SEE PLANS SEE PLANS'/` L SEE PLANS SEE PLANS ........... ........ . >< .............................................; SEE PLANS LINETYPE/SYMBOL REFERENCE NOT APPLICABLE NOT APPLICABLE SEE ARCH. PLANS DETAIL 3, SHEET CO3.3 DETAIL 6, SHEET CO3.3 DETAIL 4, SHEET CO3.3 'jM ',► incypinium PLANNING & ENGINEERING 14499 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387-0084 of v N 1. �. .•''" s No.150386 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD .............................................. .................................. ............................... :.......................... ............................................... ,.............................................. .......................... STORM DRAIN SEE PLANS ........................................................................................................................................................................................................... HEADWALL (NW) /FLARED END SECTION (FES) DETAIL 3 SHEET C04.5 DROP INLET (GRATE) ® I DETAIL 2 SHEET C04.5 az IL ...................................................................................................... DROP INLET (GRATE AND HOOD) ® DETAIL 7, SHEET C04.4 CLIENT: JUNCTION BOX (JB) / 005 DETAIL I SHEET C04.5 .................................................................................:......................................................................................................... M BUILDING CORP. CC CATCH BA51N (SINGLE WING) NOT APPLICABLE .......................... ............................................... ......................................... ......,....... .... - .................. ......................................... 105q CIRCLE DRIVE CATCH BASIN (DOUBLE WING) NOT APPLICABLE HIGHLAND, WI 53543 PHONE:608 q2q 7737 PEDESTAL TOP El NOT APPLICABLE _...__............................................ .................................. ;............................................ ........... ................. ;......._...._..................................................... . STORM STRUCTURE NUMBER A3 SEE PLANS ESPC BMP LINETYPE/SYMBOL REFERENCE R CD*, CONSTRUCTION EXIT :.....................................................................F....................... ® ........................................ SHEET C06.4 5F SEDIMENT FENCE �� ................................................. SHEET C%.4 ............................................................................................................................................................................................................................................................ IP INLET PROTECTION SHEET C06.6 ......................................................... OP ""...................... " OUTLET PROTECTION "..................................................................... ............................. NOT APPLICABLE ............................................................................................................................................................................................................................................................... TS TEMPORARY SEEDING TS SHEET PERMANENT SEEDING ........................................................ PS ..C.S.......... ....... ...... SHEET C06.5 TM ....................... TEMPORARY MAT TM NOT APPLICABLE ............................................................................................................................................................................................................................................................... ........................................................ TREE PROTECTION FENCE .................................................... /�PF� :................................... ...................................... „....................................................... SHEET 1_01.1 .................. LIMITS OF CONSTRUCTION L SEE PLANS SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO THOSE SHEETS THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECE55ARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILE5 MAT THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 COI.DWG I55UE DATE 09/07/2017 PROJ I JP GENERAL NOTES COU SHEET NUMBER I MAP OF SURVEY LEGAL DESCRIPTION: r VICINITY MAP SURVEY REPORT: 1. UNLESS DIGITALLY SIGNED AND SEALED, THIS SURVEY MAP AND/OR REPORT OR THE COPIES HEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 2. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF A TITLE COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NUMBER 2037-3799136, WITH AN EFFECTIVE DATE OF JUNE 27, 2017 AT 8:00 A.M. AS TO SCHEDULE B, PART II, THE FOLLOWING APPLIES: ITEM 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) ITEM 2. ANY RIGHTS, INTERESTS, OR CLAIMS OF PARTIES IN POSSESSION OF THE LAND NOT SHOWN BY THE PUBLIC RECORDS. (NOT A SURVEY MATTER) ITEM 3. ANY ENCROACHMENT, ENCUMBRANCE. VIOLATION, VARIATION OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. (RESOLVED BY THIS MAP OF SURVEY AND REPORT) ITEM 4. ANY LIEN FOR SERVICES LABOR OR MATERIALS IN CONNECTION WITH IMPROVEMENTS REPAIRS OR RENOVATIONS PROVIDED BEFORE, ON, OR AFTER DATE OF POLICY, NOT SHOWN BY THE PUBLIC RECORDS. (NOT A SURVEY MATTER) ITEM 5. ANY DISPUTE AS TO THE BOUNDARIES CAUSED BY A CHANGE IN E LOCATION OF SP DTHE L TI ANY WATER BODY WITHIN OR ADJACENT TO THE LAND PRIOR TO DATE OF POLICY, AND ANY ADVERSE CLAIM TO ALL OR PART OF THE LAND THAT IS, AT DATE OF POLICY, OR WAS PREVIOUSLY UNDER WATER. (NOT A SURVEY MATTER) ITEM 6. TAXES OR SPECIAL ASSESSMENTS NOT SHOWN AS LENS IN THE PUBLIC RECORDS OR IN THE RECORDS OF THE LOCAL TAX COLLECTING AUTHORITY, AT DATE OF POLICY. (NOT A SURVEY MATTER) ITEM 7. ANY MINERALS OR MINERAL RIGHTS LEASED, GRANTED OR RETAINED BY CURRENT OR PRIOR OWNERS. (NOT A SURVEY MATTER) EXCEPTIONS NUMBERED 5 AND 7 ABOVE ARE HEREBY DELETED. ITEM 8. TAXES AND ASSESSMENTS FOR THE YEAR 2017 AND SUBSEQUENT YEARS, WHICH ARE NOT YET DUE AND PAYABLE. (NOT A SURVEY MATTER) ITEM 9. THE RIGHT OF DUKE ENERGY TO OPERATE, MAINTAIN, REBUILD AND RENEW ITS EXISTING (AS OF THE DATE OF POLICY) FACILITIES WITHIN ITS PRESENTLY MAINTAINED RIGHT OF WAY (EASEMENT) SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF THE FOLLOWING: EASEMENT GRANTED TO FLORIDA POWER CORPORATION BY INSTRUMENT RECORDED OCTOBER 16, 1974 IN BOOK 770. PAGE 398. (THE RIGHTS UNDER SUCH EASEMENT ARE LIMITED TO THE RIGHT OF THE POWER COMPANY TO OPERATE, MAINTAIN, REBUILD AND RENEW ITS EXISTING (AS OF THE DATE OF POUCY) FACILITIES WITHIN ITS PRESENTLY MAINTAINED RIGHT OF WAY). (EASEMENT IS BLANKET IN NATURE. SUBJECT PARCEL LIES WITHIN THE LIMITS OF THE PROPERTY DESCRIBED IN EXHIBIT "A" OF THIS DOCUMENT) ITEM 10. THE RIGHT OF DUKE ENERGY TO OPERATE, MAINTAIN, REBUILD AND RENEW ITS EXISTING (AS OF THE DATE OF POLICY) FACILITIES WITHIN ITS PRESENTLY MAINTAINED RIGHT OF WAY (EASEMENT) SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF THE FOLLOWING: EASEMENT GRANTED TO FLORIDA POWER CORPORATION BY INSTRUMENT RECORDED JANUARY 22, 1992 IN BOOK 2085, PAGE 1381. (THE RIGHTS UNDER SUCH EASEMENT ARE LIMITED TO THE RIGHT OF THE POWER COMPANY TO OPERATE, MAINTAIN, REBUILD AND RENEW ITS EXISTING (AS OF THE DATE OF POLICY) FACILITIES WITHIN ITS PRESENTLY MAINTAINED RIGHT OF WAY). (EASEMENT IS BLANKET IN NATURE. SUBJECT PARCEL LIES WITHIN THE LIMITS OF THE ZEPHYRHILLS NEIGHBORHOOD PARK AS DESCRIBED IN THIS DOCUMENT) w ITEM 11.INTERLOCAL AGREEMENT BETWEEN PASCO COUNTY AND THE CITY OF ZEPHYRHILLS AS SET FORTH IN INSTRUMENT RECORDED JULY 13. 2006 IN BOOK 7083, PAGE 262. (SUBJECT "B" "13 PARCEL LIES WITHIN THE LIMITS DESCRIBED IN ATTACHMENT OF THIS DOCUMENT) ITEM 12. ORDINANCE NO. 1097-12 AS RECORDED MAY 17, 2012 IN BOOK 8699, PAGE 3932, I TOGETHER WITH RESOLUTION N0. 710-16 RECORDED JANUARY 15. 2016 IN BOOK 9312, PAGE "THE 6 1023. (SUBJECT PARCEL LIES WITHIN THE LIMITS OF CITY OF ZEPHYRHILLS PARKa DEVELOPMENT AREA AS DESCRIBED IN EXHIBIT "A" OF THIS DOCUMENT) ITEM 13. ORDINANCE NO. 1248-15 AS RECORDED APRIL 2, 2015 IN BOOK 9170, PAGE 93. (SUBJECT PARCEL IS DESCRIBED IN EXHIBIT "A" OF THIS DOCUMENT) ITEM 14. RECIPROCAL EASEMENTS WITH COVENANTS, CONDITIONS AND RESTRICTIONS SET FORTH IN INSTRUMENT RECORDED JUNE 9, 2017 IN BOOK 9553. PAGE AGREEMENT AS 3297. (EASEMENT IS BLANKET IN NATURE. SUBJECT PARCEL IS DESCRIBED IN EXHIBIT -8-2- OF THIS DOCUMENT) ITEM 15. EASEMENT FOR UTILITIES IN FAVOR OF THE CITY OF ZEPHYRHILLS, FLORIDA RECORDED JUNE 8, 2017 IN BOOK 9553, PAGE 2065. 3297. (EASEMENT IS BLANKET IN NATURE. SUBJECT j PARCEL IS DESCRIBED AS PARCEL 2 IN THIS DOCUMENT) ITEM 16. TERMS AND CONDITIONS OF ANY EXISTING UNRECORDED LEASE(S), AND ALL RIGHTS OF LESSEES) AND ANY PARTIES CLAIMING THROUGH THE LESSEES) UNDER THE LEASE(S). (NOT A SURVEY MATTER) w 3. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED EXCEPT THOSE SHOWN HEREON.f//� 4. UNLESS NOTED OTHERWISE, NO UNDERGROUND FOUNDATIONS LOCATED. 5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120235, PANEL NUMBERS 0289, 0293, AND 0452, SUFFIX F. EFFECTIVE SEPTEMBER 26, 2014, FOR THE CITY OF ZEPHYRHILLS, FLORIDA. 6. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WAS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK REFLECTED HEREON.j// 7. INSURANCE CERTIFICATE AVAILABLE UPON REQUEST. 8. THE ZONING DESIGNATIONS AND BUILDING AND SETBACK LINE INFORMATION DEPICTED ON:�/ THIS MAP OF SURVEY WAS PROVIDED BY THE CITY OF ZEPHYRHILLS. ��� MAP OF SURVEY / a 8" PALM-\ INV. EL.: 96.81 °1 o1"P 11" PALMO I V. E : 91 On t� 0 ti 8 GRAPHIC SCALE 30 0 30 1 inch = 30 Feet '6 •01. 4v 92.24' EL.: m 92' POINT OF COMMENCEMENT NORTHWEST CORNER OF THE SOUTH ,..� SECTION 2, TOWNSHIP 26 SOUTH, H RANGE 21 EAST .� WEST 1/4 O Lv I 0 FND LB-6429 W W CERTIFIED CORNER RECORD N W 087646 N O 0 rn 0 N o 0 z 0 0 W li 1- �V lO ZN O�jW 8— W N zcn V)NW aZ N N89'53'39"E(D) 163.82'(D) NORT11 LIY:E OF TTIE SOUTH IVEST 114OFbSECTIO,'V2 / TORf ',SHIP 2 SOII:rH RA. VG.E 2.7 .P'AS.I' COIN TY OAD ,14 SOUTH MAJNTAINI�S (STATE ROAD 54 EAST) N1729.RTH BOUNDARY (VARIABLE WIDTH R/W PER 'PLAT AND DEED 0R13 1729, PER DEED) R/W LIFIE EXCEPTION) (F' I�EEL1) / (MAP BOOK 3, PR/ UNE 64.2'(D) ----------------- II FCIR 5/8" LB-4514 PUBLICRIGII -OFm VAY (ORB 9506,PAGE 18311) SOUTH B29Y 1PAGE1140 N8-33'39-E(D) 23 .22'(D) S58.43'13"W(F) S58'39'37"W(D) 38.24'(F) 38.22'(D) FCIR 5/8" L84514 EAST R/W LINE PER FDOT MAP SECTION 14050-202-203 BENCHMARKS: A PARCEL OF LAND LYING IN THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING A PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 8668, PAGE 2843, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 2; THENCE S00'14'22"E, ALONG THE WEST BOUNDARY OF THE SOUTHWEST 1/4 OF SAID SECTION 2, A DISTANCE OF 95.00 FEET, THENCE, DEPARTING SAID WEST BOUNDARY, N89'53'39"E, A DISTANCE OF 163.82 FEET TO THE INTERSECTION OF THE NORTH BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 8668, PAGE 2843, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, AND THE EAST RIGHT—OF—WAY LINE OF U.S. HIGHWAY 301 (PER FLORIDA DEPARTMENT OF TRANSPORTATION MAP SECTION 1405-202-203); THENCE ALONG SAID EAST RIGHT—OF—WAY LINE FOR THE FOLLOWING FOUR (4) COURSES; (1) S58'39'37"W, A DISTANCE OF 38.22 FEET; (2) S07"36'02"W, A DISTANCE OF 220.73 FEET, (3) S12'45'18"W, A DISTANCE OF 105.32 FEET, (4) 24.24 FEET ALONG THE ARC OF A NON —TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 2,303.68 FEET AND CENTRAL ANGLE OF 00'36'10" (CHORD BEARING S08'54'16"W, A DISTANCE OF 24.24 FEET) FOR A POINT OF BEGINNING; THENCE, DEPARTING SAID EAST RIGHT—OF—WAY LINE, N89'53'42"E, A DISTANCE OF 324.73 FEET; THENCE S36'49'58"W, A DISTANCE OF 322.57 FEET; THENCE N79'09'58"W. A DISTANCE OF 182.27 FEET TO SAID EAST RIGHT—OF—WAY LINE OF U.S. HIGHWAY 301; THENCE 228.45 FEET ALONG SAID EAST RIGHT—OF—WAY LINE AND THE ARC OF A NON —TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 2,303.68 FEET AND CENTRAL ANGLE OF 05"40'55" (CHORD BEARING N12'02'50"E, A DISTANCE OF 228.36 FEET) TO THE POINT OF BEGINNING. CONTAINING 62,237 SQUARE FEET OR 1.429 ACRES, MORE OR LESS. CERTIFIED TO: REPUBLIC COMMERCIAL TITLE COMPANY, LLC FIRST AMERICAN TITLE REPUBLIC INSURANCE COMPANY S&L PROPERTIES ZEPHYRHILLS, LLC BANK OF WISCONSIN DELLS CONTROL BENCHMARK: STATION IS A NATIONAL GEODETIC SURVEY MONUMENT PID: DJ8089 LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY ROAD 54. EL.: 89.70' (NAVD88) TBM #1: STATION IS A NAIL AND DISK STAMPED "EBI TRAV" LOCATED 62.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF SUBJECT PARCEL. EL.: 101.02' (NAVD88) TBM #2: STATION IS A NAIL AND DISK STAMPED "EBI TRAY" LOCATED 39.5 FEET EAST OF THE NORTHEAST CORNER OF THE SUBJECT PARCEL. EL.: 96.72' (NAVD88) i' 011" OAK EAST R/W—LINE � NE OF U.S. HIGHWAY 301 a 017" OAK a �p PER DEED do FDOT MAP GR 6G II x'LLe``'~•---.••--^ •5" OAK SIGN �/ k, SECTION 1405-202-203 OR.B 55 PAGE 2082 016" OAK -� (TYPICAL) 0 3" OAlrl �2' 5 14" OAK Q30" OAK 5/8 LB4514 g3' 13" 0 10 OAK 010 051 FCM 6 X6" FOOT 09' CIA 11"•7" OAK b " v 0.02' W., 0.76' N. 010" AK "K'`r 96' �- - M •� 6" OAK •6" OAK 8" OAK Cie019" PINE OAK 1 �•' V, uj�� • 5" OAK �5" OAK 021" OAICo 19" OAK / 17" OAK pj O 7" OAK 9 14" OAK %/f�G',6" /`.. .� K 12" 0A s O :.�,..:.:... 025" OAK N/ 7" OAK lQ 9 OAK 10" BEECH LEGEND AC ABBIR AIR CONDITIONER A>ICINS ID IDENTIFICATION (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER CO CLEAN OUT LP LIGHT POLE CONC CONCRETE LS LICENSED SURVEYOR CSW CONCRETE SIDEWALK MW MONITORING WELL (D) DEED MEASUREMENT - CALL NAVE) NORTH AMERICAN VERTICAL DATUM (� FIELD MEASUREMENT NGVD NATIONAL GEODETIC VERTICAL DATUM EBX ELECTRIC BOX OHW OVERHEAD WIRE EL ELEVATION ORB OFFICIAL RECORDS BOOK EM ELECTRIC METER (P) PUT MEASUREMENT - CALL FCM FOUND CONCRETE MONUMENT PP POWER POLE FDOT FLORIDA DEPARTMENT OF PRM PERMANENT REFERENCE MONUMENT TRANSPORTATION PSM PROFESSIONAL SURVEYOR A: MAPPER F.F. FINISHED FLOOR R/W RIGHT-OF-WAY FlP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FCIR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FND FOUND NAIL AND DISK TBM TEMPORARY BENCHMARK FPP FOUND PINCHED PIPE WM WATER METER INV. INVERT WV WATER VALVE ®C RISER CABLE SYMBOLS GRATE INLET + ° TREE LOCATION (SIZE AND TYPE 0 AS NOTED) O$ SANITARY SEWER STRUCTURE 1 UTILITY FLAG ELECTRIC 0`I UTILITY FLAG COMMUNICATIONS +Fl°' SPOT ELEVATION 9 UTILITY FLAG GAS STORM STRUCTURE `' UTILITY FLAG RECLAIMED WATER 9T TELEPHONE PEDESTAL UTILITY FLAG SANRARY/STORM SEWER TRAFFIC SIGNAL JUNCTION BOX UTILITY FLAG WATER ® TRAFFIC SIGNAL POLE WOOD FENCE FIRE HYDRANT METAL FENCE —X—X- -� SIGN PVC FENCE ® BOLLARD CURVE TABLE CURVE ARC LENGTH RADIUS CHORD BEARING CHORD DELTA CI(F) 24.21' 2303.68' S09'01'01'W 24.21' 036'06" CI(D) 24.24' 2303.68' S8'S4'16"W 24.24' 00'36'10" 2(F)(D) 228.4V 2303.68' N12'O2'50"E 228.36' 05'40'55" THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a)(NONE PROVIDED), 7(a), 8, 9, 13, 16, AND 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 06/19/2017. AND I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION AND MEETS THE STANDARDS OF PRACTICE REQUIREMENTS OF CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. ���ee9s N�,bUa,�� Digitally signed by i y` 6G61�6e� Henry A. Kilburn ' Florida State of i a STATE OF Date 20.17.08.15 a�r it � ; �' 09:17:58-04'00' / 8 15 2017 / HENRY A. KILBURN, PSM DATE SIGNED SURVEYOR AND MAPPER NUMBER: LS-6661 00 N O Ln ~ co co .N � 00 U) M X Z e� C0 cis < ^ � 0 LL 0 LI_ 0 Cj 00 N Lo Q O V_ E 00 00 4 CO a? c6 U N c � O a) -C-- U a W L.L � D V♦ U ^2 (L cr/a/te�� V ^0 (L O Nan Z C)Z� a aQ �a OF a:U a o Z �L�8 D 0Oa 0CL m _0 a W 00 d" F- J M Z a /V/� VJ L�L/� J Z a J a REVISIONS: APPD. ADD ZONING DESIGNATIONS 7/13/17 AND BUILDING SETBACK LINES HAK CERTIFICATIONS 8/11/2017 HAK ADD UTILITY EASEMENT FRV 08/15/2017 DATE OF SURVEY: 06/19/2017 DRAWN: FRV CHECKED: HAK REVISION: FILE: GRIIPARCEL2ALTAX.dwg PROJECT NUMBER: GRHG0011 SHEET NO. nmw N. M^ / | 65 Lf 0^ STORM @0.50% wj LF]t 1 tz | | U / / ' | | / | | / _--- _--- - / ' » ' / | | �/ / 71 - -~--- | | / \ __ -_--'- .. . ....... 41co _ ___.90 _____ =� /^ -----------------�-----��---- —89- .__'20' BUILDING SETBACK_ / 15' BUFFER 92— 94 ^~ 8U / \ / / � --`^-- --- ----- ------ � � � @ '�i' / / / / ----- -----' ------ -'----' -----� ----- ' / ' �U !� � // � 8 ,, �, / / ..� - --- ^-.� ---' -- / /l/ �V '/ ' / ' --- " .u� yY � / / ` / ' \ / ''97- / ( / --- ---- --- °� ~ ---- --- 40/~ ' ~ __- / ___ --'-'' m�-_---~-- '-� , �F�M |T|�� |W��T ^�w /`/�. / .wm x,~,�/ n / �r�Uc' | � |M ~~'��. . .° 11111111111111211 - -- --------- . ... ...................... ..................................................................... ......................................................................... DESCRIPTION LINETYPE/SYMBOL IRRIGATION CONTROL VALVE IcV IRON PIN FOUND IPF OPEN TOP PIPE OT CRIMP TOP PIPE CT CONCRETE MONUMENT FOUND CMF NAIL AND CAP N III C POWER POLE PP TELEPHONE POLE TP LAND LOT LL LAND LOT LINE LLL POINT OF BEGINNING POB BUILDING LINE BL CENTER LINE CL PROPERTY LINE PL FIRE HYDRANT FH CATCH BA51N CB DROP INLET DI HEADWALL HW JUNCTION BOX JIB DRAINAGE EASEMENT DE WATER METER WM WATER VALVE INV MANHOLE NH RIGHT-OF-WAY MONUMENT FOUND GAS LINE GAS WATER LINE HAT SANITARY SEWER LINE SAN STORM DRAINAGE PIPE OVERHEAD ELECTRIC LINE OH ELE OVERHEAD ELECTRIC/TELEPHONE/TV LINE C44 E/T/TV OVERHEAD ELECTRIC/TELEPHONE LINE OH E/T DEMOLITION LEGEND ���0��Nl��0�NG�L����0��0���G��L ( | / DEMOLITION NOTE 41THE CONTRACTOR 5HALL ENSURE THE INTEGRITY OF ALL ITEMS DENOTED TO BE PROTECTED THAT ARE ADJACENT TO ITEMS DENOTED TO BE D[M0i15AED4AD WILL 54[[LY REPAIR ANY SUCH ITEMS TO THE REQUIRED ]UR150CT|0NAL STANDARDS. R[M0Y[ 25 LF OF 8(15T|N6 STORM PIPE. �HREMOVE EX|5T|NGF00TYPE "C' INLET i EX35TIN6 CONDITIONS WERE TAKEN FROM D0TA DIGITAL AND PAPER COPY DE51GN PLANS DYOTHERS; BOHLER ENGINEERING DATED AUGUST 3, 2017 AND EB|SURVEYING DATED JUN[|9,2N7. »r�& |1~|x�� v��|�������� DEMOLITION | /�m� NOTES i ALL ITEMS T0BE PROTECTED SHALL BE PROTECTED THROUGH ALL THE PAA5E5 OF CONSTRUCTION UNTIL FINAL ACCEPTANCE DYCITY OF COUNTY |SRECEIVED. 2. CONTRACTOR TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS WITH ALL DEMOLITION ACTIVITIES. |FADDITIONAL REQUIREMENTS ARE REQUIRED FOR HAZARDOUS WASTE REMOVAL INCLUDING BUT NOT LIMITED TO ASBESTOS,SEPTIC FIELDS, LEAD PCB, TCP, OR QTA[k WASTE OR CONTAMINANT, IT 15 THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH MANDATES PRIOR TO COMMENCEMENT 0FCONSTRUCTION. 5. CONTRACTORS SHALL COORDINATE WITH ALL UTILITY C0MR4N|[5 CONCERNING THE ABANDONMENT, RELOCATION AND/OR DEMOLITION OF UTILITIES PRIOR TO CONSTRUCTION. NO WORK 15 TO BE PERFORMED ON UV[ L|H[5 UNLE95 APPROVED IN WRITING BY THE UTILITY IN ALL CASES. 4 REPRESENTATIVE FROM THE UTILITY SHALL BE PRESENT FOR INITIAL ABANDONMENT AND/OR LIVE CUTS. CONTRACTOR 5AALL USE EXTREME CAUTION WHEN WORKING NEAR UTILITIES AND SHALL PROTECT THEM ATALL TIMES, 4. CONTRACTOR 15RE5P0N5|DL[ FOR PROCUREMENT OpALL NECE55ARYPERMITS. 5. DEMOLITION SHALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, HAULING, PERMITTING, FEES, AND COORDINATION WITH PUBLIC AND/OR PRIVATE UTILITY REQUIRED TO REMOVE AND PROPERLY 06P05E OF ANY ITEM N[CE55ARY TO PERFORM THE REQUIRED DEMOLITION AS INDICATED ON THE PLANS. 6. RELOCATION 5AALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, HAULING, PERMITTING, FEES, AND COORDINATION WITH PUBLIC AND/OR PRIVATE UTILITY REQUIRED TO REMOVE, RELOCATE, AND INSTALL NEW ITEMS AS INDICATED ON THE PLANS. 7. ABANDONMENT 5AALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, PERMITTING, FEES, AND [00RD|NAJ|QN WITH PUBLIC AND/OR PRIVATE UTILITY REQUIRED TO ADEQUATELY ABANDON ITEMS AS INDICATED ON THE PLANS. 0. THE CONTRACTOR SHALL COORDINATE ALL TREE AND LANDSCAPE REMOVAL WITH THE LANDSCAPE PLANS. ANY D15CRER4NCY BETWEEN TA15 DEMOLITION PLAN AND THE LANDSCAPE PLAN55AALL OEBROUGHT T0THE ATTENTION OF THE OWNER IMMEDIATELY. 9. THE CONTRACTOR 15 FULLY AND COMPLETELY RE5P0N618LE FOR LOCATION, VERIFICATION, PROTECTION, STORAGE, MAINTENANCE, 0EM0i|T|0N RE RELOCATION OR ALTERATION OF ALL 8(16T|MG 61TE UTILITIES, 51TE IMPROVEMENTS, STRUCTURES, OR CONSTRUCTION ELEMENTS AS REQUIRED TO COMPLETE THE WORK THAT ARE SHOWN ON THE PLANS AND OR THAT ARE OBSERVABLE IN THE FIELD, WHETHER CON6P|CU0U5LY mS|DLE OR NOT. THE CONTRACTOR SHALL V|S|T THE 51TE AND BECOME THOROUGHLY FAMILIAR WITH ALL EX16T|NG IMPROVEMENTS, UTILITIES, AND 8T[CONDITIONS PRIOR T0BIDDING AND CONSTRUCTION. 10. THIS DEMOLITION PLAN 15 FOR GRAPHICAL REFERENCE ONLY. ITEMS NOT DEPICTED ON THESE MAN MAY BE REQUIRED TO BE PROTECTED, REMOVED, OR RELOCATED. THE CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING THE L0QK|0N6 OF ALL EX15T|NG STRUCTURES, UTILITIES, AND APPURTENANCES N|TA|N THE LIMITS 0FCONSTRUCTION. DEMOLITION INCLUDES BUT 15 NOT LIMITED T0THE ITEMS SHOWN ONTA|5PLAN. U. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR ANY 0|EJ|NG UNDERGROUND 0ROVERHEAD UTILITIES. 12. 6AWCUT DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD STAKE AND CONSULT ENGINEER TO VERIFY PRIOR TDCONSTRUCTION. ALL |f^���� CONTRACTOR rwAC/w"p^ ~~`rvLL PROTECT ^�°/ r,�� ITEMS �� �� ��n~�|��� LIMITS ��/ |��W U ��w/~^.^�� �xx/.�*n x����/mw�//�nn UNLESS �� THE OTHERWISE NOTED |xn /n� CONSTRUCTION PLANS OR SPECIFICATIONS, CCINTRACTOR SWAN FIELD VERIFY ALL ��UTN� �� ����TM _..~~.~~� �~~~-,..~.~~ '~.~ ~��...~.~~v PRIOR .� �� STARTING CONSTRUCTION AND ALE.~. ~~~w""EE= .� �� �U�|:� �1r�J||�� ^w�p.~°.w�=/~� ��0�� �����7�� �� � � ���_//�/ GRAPHIC SCALE (in ��I"~201 101 01 801 40 1 | ing ° NNN0�r���*�NNN��N0 0�R�����R�W��| � PLANNING & awwnNaeRnwe 1440ANDALE nADRYAwY 813.387.0084 ��� �|���|��� ~~/,,.^. w'/ /*��r"/�n� |��17A~�| �U�1���� r�� /nwn�/^u�/ /wnn NUMBER 8370 PLANS PREPARED BY |NGENNM � ENTERPRISES FORMERLY GR|MNL � CRAWFORD BUILDING / m�v�wn �w�/��x�� CORP, 105HCIRCLE DRIVE HIGHLAND, N| 53543 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND 5UBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SANE WITHOUT EXPRESSED WRITTEN PERN155ION Of THE CIVIL ENGINEER 15 PROHIBITED, -1 DEMOLITION LEGEND ���0��Nl��0�NG�L����0��0���G��L ( | / DEMOLITION NOTE 41THE CONTRACTOR 5HALL ENSURE THE INTEGRITY OF ALL ITEMS DENOTED TO BE PROTECTED THAT ARE ADJACENT TO ITEMS DENOTED TO BE D[M0i15AED4AD WILL 54[[LY REPAIR ANY SUCH ITEMS TO THE REQUIRED ]UR150CT|0NAL STANDARDS. R[M0Y[ 25 LF OF 8(15T|N6 STORM PIPE. �HREMOVE EX|5T|NGF00TYPE "C' INLET i EX35TIN6 CONDITIONS WERE TAKEN FROM D0TA DIGITAL AND PAPER COPY DE51GN PLANS DYOTHERS; BOHLER ENGINEERING DATED AUGUST 3, 2017 AND EB|SURVEYING DATED JUN[|9,2N7. »r�& |1~|x�� v��|�������� DEMOLITION | /�m� NOTES i ALL ITEMS T0BE PROTECTED SHALL BE PROTECTED THROUGH ALL THE PAA5E5 OF CONSTRUCTION UNTIL FINAL ACCEPTANCE DYCITY OF COUNTY |SRECEIVED. 2. CONTRACTOR TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS WITH ALL DEMOLITION ACTIVITIES. |FADDITIONAL REQUIREMENTS ARE REQUIRED FOR HAZARDOUS WASTE REMOVAL INCLUDING BUT NOT LIMITED TO ASBESTOS,SEPTIC FIELDS, LEAD PCB, TCP, OR QTA[k WASTE OR CONTAMINANT, IT 15 THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH MANDATES PRIOR TO COMMENCEMENT 0FCONSTRUCTION. 5. CONTRACTORS SHALL COORDINATE WITH ALL UTILITY C0MR4N|[5 CONCERNING THE ABANDONMENT, RELOCATION AND/OR DEMOLITION OF UTILITIES PRIOR TO CONSTRUCTION. NO WORK 15 TO BE PERFORMED ON UV[ L|H[5 UNLE95 APPROVED IN WRITING BY THE UTILITY IN ALL CASES. 4 REPRESENTATIVE FROM THE UTILITY SHALL BE PRESENT FOR INITIAL ABANDONMENT AND/OR LIVE CUTS. CONTRACTOR 5AALL USE EXTREME CAUTION WHEN WORKING NEAR UTILITIES AND SHALL PROTECT THEM ATALL TIMES, 4. CONTRACTOR 15RE5P0N5|DL[ FOR PROCUREMENT OpALL NECE55ARYPERMITS. 5. DEMOLITION SHALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, HAULING, PERMITTING, FEES, AND COORDINATION WITH PUBLIC AND/OR PRIVATE UTILITY REQUIRED TO REMOVE AND PROPERLY 06P05E OF ANY ITEM N[CE55ARY TO PERFORM THE REQUIRED DEMOLITION AS INDICATED ON THE PLANS. 6. RELOCATION 5AALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, HAULING, PERMITTING, FEES, AND COORDINATION WITH PUBLIC AND/OR PRIVATE UTILITY REQUIRED TO REMOVE, RELOCATE, AND INSTALL NEW ITEMS AS INDICATED ON THE PLANS. 7. ABANDONMENT 5AALL INCLUDE ALL LABOR, EQUIPMENT, MATERIALS, PERMITTING, FEES, AND [00RD|NAJ|QN WITH PUBLIC AND/OR PRIVATE UTILITY REQUIRED TO ADEQUATELY ABANDON ITEMS AS INDICATED ON THE PLANS. 0. THE CONTRACTOR SHALL COORDINATE ALL TREE AND LANDSCAPE REMOVAL WITH THE LANDSCAPE PLANS. ANY D15CRER4NCY BETWEEN TA15 DEMOLITION PLAN AND THE LANDSCAPE PLAN55AALL OEBROUGHT T0THE ATTENTION OF THE OWNER IMMEDIATELY. 9. THE CONTRACTOR 15 FULLY AND COMPLETELY RE5P0N618LE FOR LOCATION, VERIFICATION, PROTECTION, STORAGE, MAINTENANCE, 0EM0i|T|0N RE RELOCATION OR ALTERATION OF ALL 8(16T|MG 61TE UTILITIES, 51TE IMPROVEMENTS, STRUCTURES, OR CONSTRUCTION ELEMENTS AS REQUIRED TO COMPLETE THE WORK THAT ARE SHOWN ON THE PLANS AND OR THAT ARE OBSERVABLE IN THE FIELD, WHETHER CON6P|CU0U5LY mS|DLE OR NOT. THE CONTRACTOR SHALL V|S|T THE 51TE AND BECOME THOROUGHLY FAMILIAR WITH ALL EX16T|NG IMPROVEMENTS, UTILITIES, AND 8T[CONDITIONS PRIOR T0BIDDING AND CONSTRUCTION. 10. THIS DEMOLITION PLAN 15 FOR GRAPHICAL REFERENCE ONLY. ITEMS NOT DEPICTED ON THESE MAN MAY BE REQUIRED TO BE PROTECTED, REMOVED, OR RELOCATED. THE CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING THE L0QK|0N6 OF ALL EX15T|NG STRUCTURES, UTILITIES, AND APPURTENANCES N|TA|N THE LIMITS 0FCONSTRUCTION. DEMOLITION INCLUDES BUT 15 NOT LIMITED T0THE ITEMS SHOWN ONTA|5PLAN. U. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR ANY 0|EJ|NG UNDERGROUND 0ROVERHEAD UTILITIES. 12. 6AWCUT DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD STAKE AND CONSULT ENGINEER TO VERIFY PRIOR TDCONSTRUCTION. ALL |f^���� CONTRACTOR rwAC/w"p^ ~~`rvLL PROTECT ^�°/ r,�� ITEMS �� �� ��n~�|��� LIMITS ��/ |��W U ��w/~^.^�� �xx/.�*n x����/mw�//�nn UNLESS �� THE OTHERWISE NOTED |xn /n� CONSTRUCTION PLANS OR SPECIFICATIONS, CCINTRACTOR SWAN FIELD VERIFY ALL ��UTN� �� ����TM _..~~.~~� �~~~-,..~.~~ '~.~ ~��...~.~~v PRIOR .� �� STARTING CONSTRUCTION AND ALE.~. ~~~w""EE= .� �� �U�|:� �1r�J||�� ^w�p.~°.w�=/~� ��0�� �����7�� �� � � ���_//�/ GRAPHIC SCALE (in ��I"~201 101 01 801 40 1 | ing ° NNN0�r���*�NNN��N0 0�R�����R�W��| � PLANNING & awwnNaeRnwe 1440ANDALE nADRYAwY 813.387.0084 ��� �|���|��� ~~/,,.^. w'/ /*��r"/�n� |��17A~�| �U�1���� r�� /nwn�/^u�/ /wnn NUMBER 8370 PLANS PREPARED BY |NGENNM � ENTERPRISES FORMERLY GR|MNL � CRAWFORD BUILDING / m�v�wn �w�/��x�� CORP, 105HCIRCLE DRIVE HIGHLAND, N| 53543 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND 5UBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SANE WITHOUT EXPRESSED WRITTEN PERN155ION Of THE CIVIL ENGINEER 15 PROHIBITED, -1 DWG NAME 170061 CO2.DWG EXISTING CONDITIONS t DEMOLITION PLAN SHEET NUMBER 8 � 1 1 1 1 1 1 1 1 . 1 1 1 1 t 1 i ` 1 1 1 ` 1 1 ? 1 1 1 1 '1 1 f 1 1 f 1 F r ' 1 fl F 1 � If ■ . 1� ► �r is r; 1 !j 1f if r 1 1r f f' �f l )fllr lll' 1if� I ij rf ; f , r f IIif / IRO45WALY iN SPEED HUMP / TO BE CONCRETE CONCRETE Xq3.y SIDEWALK r tj � r; ff / ECT TO ?, EXI5TIt 5�EWALK if 11 / 41 I it If l f` l l l • ULVER'5 MONUMENT SIGN AND ME55 Ilk/ - ,; CENTER LOCATION (BY OTHERS) ,f� / \ / i (SIGN TO BE PERMITTED SEPARATEL' f " f/ / / / •- 3 40 CMJC t'11RR \q3V t GUTTER (TYP) / r f,. \ \. / w51DEWALK \ \ / t/ � I I I I I f I I I 3 III 0@ I=> 14 No MAC C IRR ,•II 1 f o �-�; r ;f ff 'f •11 1 1 ,t I f r f / ' f f f... / t r r t / t / • ff 1 GUTTER (TYP) ' F4 ZONE 'X' I I SECTION 1405-202 '`` -- / - ( ::Ai=� 7- 17- -I N BUIUNNG SEIBACK —I 'DO NOT ENTER' CO3. -15'BUFFER DUMP5TER ENCLOSURE TO BE FIELD VERIFIED. CONTRACTOR SHALL CALL FOR AN INSPECTION WHEN FORMWORK 15 COMPLETE 51DEWALK CONNECTION TO FUTURE PARK. CROSSWALK IN SPEED HUMP TO BE CONCRETE PAVING LEGEND PAVEMENT BY OTNE95 ��..` WEAVY DUTY PAVEMENT SECTION] DETAIL 2A/SHEET CO3.3 o LIGHT DUTY PAVEMENT SECTION: o DETAIL 2Bt SHEET CO3.3 m m CONCRETE SECTIONS: SIDEWALK: DETAIL 4/5HEET CO3.3 DRIVE THRU/PARKING: DETAIL I/SHEET CO3.3 (TYPE A) DUMP15TE9 APIP90ACH PAD: DETAIL I/SHEET CO3,3 (TYPE B) SITE INFORMATION JURISDICTIONI ZEPNYRHILLS, FLORIDA PASCO COUNTY ZONING: C-2 REQUIRED BUILDING 5ETBACK5: FRONT: 101 51DE: b1 SIDE: 101 REAR: b1 REQUIRED PARKINGI #* SPACES PROPOSED PARKING t 9' X 20' (REGULAR) = 63 8'X20'(HC) = 03 TOTAL = 66 DRIVE A15LEi 24' 51TE AREA CALCULATION5r 51TE: A43 AC EXISTING INFORMATIONI PROVIDED BY EBI SURVEYING, DATED W"16 (SEE SHEET (02.0). SITE NOTES I. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING IMPROVEMENTS AND TREES AND OTHER DEBRIS WITHIN THE LIMITS OF THE WORK FROM THE SITE. ON 51TE BURIAL OF TREES AND OTHER DEBRIS WILL NOT BE ALLOWED. THERE ARE NO KNOWN INERT BURY PITS ON THE SITE AND NONE WILL BE ALLOWED DURING CONSTRUCTION OF THE PROJECT. 2. ALL WORK SHALL COMPLY WITH ZEPWIRVILLS/PASCO COUNTY, STATE OF FLORIDA, AND FEDERAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. 3. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 4. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER PRIOR TO USE. 5. ALL WORK PERFORMED ON CITY, COUNTY, AND/OR STATE OR FEDERAL RIGHT-OF-WAY SHALL BE IN STRICT CONFORMANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE GOVERNING AGENCIES. 6. BASE COURSE MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO 'STATE OF FLORIDA' TRANSPORTATION STANDARD SPECIFICATIONS% CURRENT EDITION. 7. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. PHOTOMETRICS DESIGNED BY OTHERS. POLE LOCATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY FINAL LOCATION OF POLES WITH PHOTOMETRIC PLAN AND OWNER PRIOR TO CONSTRUCTION. 9. SEE SHEET COLI FOR GENERAL NOTES. N GRAPHIC SCALE (in feet): I' = 20' 10, 01 20' 401 4/4 ISM ing mum PLANNING R. ENGINEERING 14499 N DALE MABRY HWY SUITE 250 TAMPA, FL 33616 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD Z Q Q � Q O V / ICI LLA r ::3 Lu V " CLIENT: MCC% BUILDING CORP, 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 60B.g29.7737 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ 4 170061 DWG NAME 170061 CO3.DWG I55UE DATE 09/07/2017 PROJ MGR JP SITE DEVELOPMENT FLAN CO3,0 SHEET NUMBER 11 _11 b l L I91h: Im., ,1 fl. 11Ud' 193IJI I1 - -i ➢ —TI r.TI 111 .. i i I I Uf SECTION 1405-202 1' 17771� �- C"O /� , :� i 1 J+f �,'r;; .. 1 1 i / rr) ij ?IIIIk I M r �,��al i'f/ 2'' ' rf, rf r? f I I ........................ .................. ........... ..... .... ...................... r ........... fl r'rr t; � 1 r' r � --- olm Ii I / f ` ` .35' E = - - -711 1 E [7 = LLLL� --LL'k---�E L :q4 rr- F lit I 11-28, 1 11 .001 4 12.00l 12.00' 20.001 00 CO FL D ZONE Y -T W BUILDING SETBACK 16 BUFFER 143.14, I IEI IV, i41268 SF 00; FFE: q8.00' �7f, l I I fr ' " • I I ;V I STORY RESTAURANT h; 4 @ V41TH DRIVE-THRU L2Q LL-=m-jj 4-b q.001 (TYp) /0 -C4 L-8 ---------------- - f, q 00, (T)-p 12.0o, Cab 12.001 'cs lb rllQ /0 04 L-2�- q.00, (TYp) Jil @ zzz:4- 2q. 7q, 4 I 55.25' STAKING NOTES I. ALL RADII ARE 3.0' UNLE55 OTHERWISE NOTED. Z (;n j -4 2. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED. ............. . 3. SEE SHEET C01.1 FOR GENERAL NOTES. ......................... --- - - - --------- / GRATE INLET TOP EL.: 103 q6, NW INV. EL.: 101.421 LINE TABLE LINE# LENGTH DIRECTION START POINT END POINT L-I 44.42' NII'38'50'E 5q5637.52, 1423621.88 5q5646.49, 1423665.3q L-2 116.78' 578'21'10'E 5%646.4% 1423665.3q 5%760.87, 1423641.81 L-3 56.76' N36*4q'5q'E 5q5752.92, 1423650.17 5%8104, 142305.60 L-4 81.8q' N36'49'5q"E 5q5816.q4, 14236%.60 5%866.03, 1423761.14 L-5 q.%' NOO'06'35'W 5q5875.42, 142378q.41 5q5875.40, 14237qq.37 L-6 167.54' 58q'53'25"W 5q5847.34, 1423827.32 5q567q.80, 1423827.00 L-7 64.00' NII'38'50"E 5q5646.4q, 1423665.3q 59%5q.41, 1423728.07 L-8 160.84' 578*21'10'E 50FA5q.41, 1423728.07 5q5816.q4, 14236%-W L-q 101.01' NII'36'50"E 5q565q.41, 1423728.07 5q567q.80, 1423827.00 L-10 50,06' N36'059"E 5q5874.8q, 1423762.34 5%904.q1, 1423822.40 CURVE TAME CURVE # LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C-1 24.8q' 22.00' 64.8142 23.58' NGq'14'24"E C-2 23.21' 47.00' 28.2q07 2217' N22'41'15"E C-3 7.10' 47.00' 1 8.6521 7.0q' N4'12'58"E C-4 43.q8' 28.00' 8q.9qcl8 3q.60' N45'%'35'W 28.36' 113.57' 14300 28.2q' N17'07'37"E k CONTRACTOR WALL COORDINATE AND VERIFY LOCATION OF ALL SIGNAGE WITH OWNER PRIOR TO CONSTRUCTION, I CONTRACTOR SHALL COORDINATE AND ADJUST LOCATION OF LOOP DETECTORS TO AVOID UTILITY CONFLICTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL GENERAL UTILITY CONDUITS TO PLANTERS AROUND BUILDING AND PATIO. SEE ARCHITECTURAL/MEP PLANS FOR CONTINUATION. I CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTOCTOk SHALL FIELD VEPIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PkIOk TO STAVING CONMUCTION AND ALEV ENGINEE9 TO ANY DISCREPANCIES IMMEDIATELY. 24-HOUR CONTACT- CHRIS McGUIRE (608) q2q-7737 NGRAPHIC SCALE (in feet); I' = 20' 10, ol 20' 401 ingenium PLANNING & ENGINEERING 144qq N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.00134 ojillitill/ D:. E At 6 ( ,_)STATE o 1S'110/1IN A - STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUN ENTERPRISES FORMERLY GRINAIL CRAWFORD CLIENT: MCCM BUILDING CORP, 105CI CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608129.7737 REV15ION W15TORY THE CIVIL ENGINEER REGULARLY UPDATES THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT Of A PROJECT. AS A RESULT, THE DATA INCLUDED IN MY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECE55ARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE W= IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCW51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; MY USE OF SAME WITHOUT DWE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PRQJ 0 1700611 DWG NAME 170061 CO3.DWG ISSUE DATE Oq/07/2017 PROJI MGR JP L" OL- ty- 43 STAKING PLAN Lt- W CO3'11 SHEET NUMBER - - - - i � i ---i i � i r mi L , , , r , vi 1 7 . 11 L j - I I I I I I I I I I --- i I - a `-1 n VAN ACCESSIBLE DETAIL 7 SHEET CO3.2 or ............ . Q Q L I { � � t� � 4 V� ACCESSIBLE Q %% DETAIL 7 SHEET CO3.2 t i t _........._.. c------- _._:,.,.............::::.:::::.:::::::::: :..,...........f `! Q _ ACCESSIBLE SIGN Q. DETAIL 7, SHEET CO3.2 4 n yFIq ' CONCRETE6 TRIPING CO3.2 HEADER CURB CO3.3 — — — — — — BOLLARD 2 — n — 3 — RUBBER WHEELSTOP CO3. 4 GUTTER (TYP) CA3.3 DETAIL 6, SHEET CO3.2 `® E T N r � u' s SIDEWALK 4 - '---- -------------------- «, - `� PLANNING & ENGINEERING CO3.3 � � i I •' � ' 144�Ki N DALE MABRY HWY "• .... _::::::::::::::::::::. - 4 BLUE SUITE 250 . I ...:,_...___._.... ..., 'tip _ � �.:.�..-..i...:<:-:::......:�.... '- .....;.... .,� ���_.. '-= -_ .._........ - - - --- o TAMPA, FL 33618 N 813.387.0084 i 1 NO. 60386 TI[ e I I 5.00' 1P1fill%%�t' ,20o/ ° I I 5.00, / STATE OF FLORIDA I I 12 / AUTHORIZATION NUMBER �, / 8370 o ° I I PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL ±4, 268 SF I i a4 CRAWFORD I FFE: g8.00' 1 STORY RESTAURANT WITH HANDICAP PARKING SCALE: „ _ 5 3 CLEARANCE BAR SCALE: I' = 5' I I 2 I DRIVE-THRU I I m..................._..- -- ........................... Z Q r _Q s <� — �— -- ----------_j I Qo ........................................ __.__.,....' tri v a d. ° <SEATIfIG WALL Bh 33.95' e ° g a a ° a OTHERS. SEE ARCH Q ° c v a a ° PLAN53FOCg DETAIL. ^' ° a a a e. e a d o 4 ° v .. a. a RL5� o a e Ll a % a � ° a. .a < d Q 33 6 v. I I 4 )Gu RL504 Q 4 V N °................... e e. 6 t.11 d ° a CO3.3 HEADER CURB �� 4 : a a a a d ,- .94' 39 a li 9 a CO3.2 STRIPING RUBBER i O 43-V WNEELSTOP 2.40' . f N GRAPHIC SCALE (in feet): 1" = 10' 4 — — IY 0 5' 01 10, 201 SCALE: I BUILDING AREA „ 10 , MENU BOARD AND ORDER CANOPY „ , 5 THANK YOU SIGN SCALE: I' = 5' ' = SCALE: I - 5 CLIENT: I'-0' RESERVED Alo DOUBLE YELLOW STRIPING AN I ICCON �BUILDING CORP. N CIRCLE MINIMUM 3 - 8" (MIN.) LAG RUBBER PARKING BLOCK POST CAP PROVIDED BY MFG. PARKING T VARIEPLR O) SEE HIGHLAND, WI 53543 DRIVE BOLTS PER MANUFACTURER STRIPING) YELLOW �" HOLES FOR STANDARD I2"xl8" PARKING YELLOW -LEFT EDGE ON MULTILANE DIVIDED L 5 PHONE: 608.929.7737 SPECIFICATIONSINSTALLATION HANDICAP SIGN ANl/ ROADWAYS AND CENTERLINE STRIPE 11" SCN 40 GALV. STEEL PIPE @ q8" � LONG WITH HDPE SLEEVE INSTALL � TIME �4 „ - 000 PER MFG SPECIFICATIONS = �► RI -I WHITE LINE (PARKING STRIPE) a q HANDICAP —r WHITE REV15ION H15TORY 6' PLACEMENT PLAN HCI(wH 1 ¢ (,"AKAIN .0 Vr 51(aIV::) W (FOR SITE SIGNAGE) Kl-/ , 30X 30 I I I I I I 2 4 2 4 2 4 I I l 2 "NO PARKING ZONE" STRIPING THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A LAG BOLT METHOD: RECOMMENDED FOR WHITE CHANNELIZING LINE AS RESULT, THE DATA INCLUDED IN ANY CA ASPHALT OR CONCRETE ONLY. FILE DRAWING CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE 31 DOES NOT NECESSARILY REFLECT THE COMPLETE ►$REFER TO MANUFACTURERS INSTALLATION SPECIFICATIONS.$$ J� L VARIES SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. u MINIMUM 8 LONG TOOLS NEEDED: 8 THE CONTENTS IN THESE FILES MAY THEREFORE BE LAG BOLT -NIGH SPEED HAMMER DRILL WITH A 4" MASONRY DRILL BIT ON51TE WHITE CROSSWALK LINE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE ' -IMPACT WRENCH OR HEAVY RATCHET WITH SOCKET BLUE PAINT BACKGROUND � pp RIGHT INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL LANE � IDEAS REPRESENTED HERE BY TH15 INFORMATION 1. POSITION THE PARKING BLOCK WHERE YOU WANT TO INSTALL IT. USING THE HOLES MOLDED SNAIL NOT BE USED, ALTERED, OR REPRODUCED IN TL IN THE PARKING BLOCK AS TEMPLATES, MARK THE LOCATION OF EACH HOLE ON THE SURFACE. MUST 71 WHITE STOP LINE ANY MANNER WITHOUT THE EXPRESSED WRITTEN 2. REMOVE THE PARKING BLOCK. U51NG A HIGH-SPEED HAMMER DRILL WITH MASONRY BIT, 24" CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF DRILL A 4' TO 4 2 DEEP HOLE AT EACH MARKED LOCATION. 3' WHITE PAINT ® TURN RIGHT w „ SAME WITHOUT EXPRE55ED WRITTEN PERM1561ON OF THE CIVIL ENGINEER IS PROHIBITED. 3. INSERT A LAG ANCHOR ( WITH THE LARGE ROUND HOLE IN THE ANCHOR FACING UP) INTO a 8 WHITE EACH HOLE. TAP THE ANCHOR INTO THE HOLES WITH A HAMMER 50 THAT THE TOP OF EACH PAVEMENT SECTION ANCHOR 15 FLUSH WITH THE SURFACE. VARIES 4. REPOSITION THE PARKING BLOCK 50 THAT THE MOLDED HOLES LINE UP VERTICALLY WITH THE PILOT HOLES YOU DRILLED. BEGINNING IN THE CENTER HOLE, APPLY FIRM NAND PRESSURE. 41 IP A WArUPD /11JT/1 A I AL PA T IAIQGDT TIJG Mel T TLIDnl V11 TLIP LIfil C 1M TL1C DADV!Mr R3-7 24'x R5-I 1 30' x 30" LINE SPECIFICATIONS T PROJ # 170061 DWG NAME 170061 CO3.DWG 170061 ISSUE DATE 017 PROJ MGR JP m , —bWHIIC BLOCK AND TIGHTEN THE BOLT ABOUT THREE QUARTERS OF THE WAY WITH A 4' SOCKET. SECTION A -A REPEAT FOR EACH HOLE IN THE PARKING BLOCK. FINISH TIGHTENING EACH BOLT UNTIL JUST ONSITE NAADSCAPIE DETAILS SNUG. D0 NOT QM TIGNTENI EXCE551VE TIGHTENING MAY DAMAGE THE PARKING BLOCK AND INTERNATIONAL ACCESSIBILITY SYMBOL I2_ WILL VOID THE WARRANTY. CROSSWALK RUBBER WHEELSTOP NTS HANDICAP SYMBOL AND SIGNAGE SITE SIGNAGE HEIGHT t CLEARANCE of SIGNS PAVEMENT STRIPING AND MARKING SPECIFICATION CO3.2 6 7 NTS NT5 (FOR ROADWAY SIGN) q NTS SHEET NUMBER ■ti PER SAWCUT CONTROL JOINT DETAIL ON THI5 SHEET) REBAR LREINFORCEMENT MENT TABLE ON ) SAWCUT JOINT N.T.5. JOINT SEALANT (PER EXPANSION JOINT DETAIL) REBAR RADIUS (SEE PAVEMENT (TYP) REINFORCEMENT" DOWEL TABLE ON THIS 26 GA. STEEL OR PVC SLEEVE SHEET) d Q FIRST POUR ' ' REDWOOD JOINT EXPAN5ION JOINT PLATE MATERIAL WITH J' DEEP PULL STRIP. DRILL HOLES FOR DOWELS SAWCUT JOINT N.T.S. NOTE5i I. REINFORCING STEEL BAR 51ZE/SPACING SPECIFICATIONS IN GEOTECH REPORT SHALL SUPERSEDE ABOVE TABLE. 2. REINFORCING STEEL SIZE/SPACING 15 BASED ON MIN. 60,000 P51 TENSILE STRENGTH REINFORCING STEEL AS SHOWN. 3. CONCRETE PAVING MIX DE51GN SHALL HAVE MINIMUM 4000 PSI COMPRE551VE STRENGTH AT 28 DAYS. GEOTECHNICAL REPORT CONCRETE PAVING MIX DESIGN SHALL SUPERSEDE VALUES HEREIN. 4. MAXIMUM JOINT SPACING SHALL BE PER JOINT LAYOUT PLAN (IF PROVIDED) BUT SHALL NOT EXCEED VALUES IN TABLE. 5. MAXIMUM JOINT SPACING IN GEOTECHNICAL REPORT SHALL SUPERSEDE VALUES IN ABOVE TABLE. 6. USE STATE DOT SUBBASE UNLE55 OTHERWISE SPECIFIED BY GEOTECHNICAL REPORT. 7. ALL JOINTS IN PAVING SHALL BE REFLECTED IN CURBING AND SHALL HAVE ALL THEIR RESPECTIVE JOINTING MATERIALS PRESENT (I.E. EXPANSION JOINTS SHALL HAVE THEIR RESPECTIVE FILLER BOARD AND CAULK REPLACED). 8. CURB EXPM51ON JOINTS: - IF THERE 15 AN EXPAN5ION JOINT IN THE PAVING, THE EXPM51ON JOINT MUST FOLLOW THROUGH THE CURB. THE REINFORCING STEEL MUST AL50 BE CUT AT THE EXPAN5ION JOINT AND NOT ALLOWED TO RUN THROUGH THE JOINT CONTINUOUSLY. A SAW CUT EXPAN5ION JOINT 15 NOT ACCEPTABLE BECAUSE NORMAL EXPM51ON AND CONTRACTION WILL CAUSED THE CONCRETE TO PUSH AGAINST THE TWO SECTIONS AND ONE 51DE WILL EVENTUALLY FAIL. IF AN EXPANSION JOINT 15 LEFT OUT AND MUST BE SAW CUT IN, THE CURB SHOULD BE CUT TWICE AND A 4' PIECE OF CONCRETE IS REMOVED. IN ALL CASES THE JOINT SHOULD BE CAULKED WITH NPI. 9. CONCRETE TOUCHING THE BACK OF CURBS:- ANY CONCRETE THAT TOUCHES THE BACK OF A CURB INCLUDING SIDEWALKS, ISLAND N05ING5 AND PAYPHONE PADS SHALL BE ISOLATED FROM THE CURB USING � BLACK ASPHALT IMPREGNATED FIBERBOARD. CONTRACTOR SHALL USE A REMOVABLE STRIP OR A ZIP -STRIP AND SEAL THE JOINT WITH 5LI. THE ONLY EXCEPTION 15 IF THE ISLAND N051NG5 ARE POURED MONOLITHICALLY WITH THE CURB AND PARKING LOT. 10. CURBS AT THE BUILDING FOUNDATION:- IF A CURB TOUCHES THE BUILDING FOUNDATION, IT NEEDS TO BE ISOLATED WITH EXPAN5ION JOINT MATERIAL JUST LIKE THE PAVING. IF AN EXPM51ON JOINT 15 LEFT OUT AND MUST BE SAW CUT IN, A ' PIECE OF CONCRETE SHOULD BE REMOVED. THE JOINT SHOULD BE CAULKED WITH NPI. II. EXPM51ON JOINTS AT ISLAND N051NG5:- IF THE ISLAND NOSING5 ARE POURED MONOLITHICALLY WITH THE CUB AND PARKING LOT, THEN PAVING EXPM51ON JOINTS SHOULD CONTINUE THROUGH THE N051NG5. 1 CONCRETE SECTION NT5 IF EXPAN5ION JOINT (SEE SAWCUT CONTROL JOINT DETAIL) i�" RADIUS (TYP) EXI5T NEW PAVEMENT PAVEMENT -A. 2' MIN MATCH ° .,• e ° - EXIST. THICKNESS REBAR (SEE PAVEMENT REINFORCEMENT NOTE: CONSTRUCTION JOINT TABLE ON THI5 SHEET) TO BE USED WHERE REQUIRED. DRILL t EPDXY 44XI8' (NOT TO REPLACE LONG @ 18" 0-C. EXPAN5ION JOINT) CONCRETE TO CONCRETE TIE IN N.T.5. FUTURE JOINT PREMOLDED OR SEALANT FORMED JOINT (SEE ISOLATION JOINT DETAIL) I'-3' LAP PROPOSED POUR a RADIUS FUTURE POUR (TYP) e a� e• REBAR EXTEND REINFORCING 18' (SEE PAVEMENT REINFORCEMENT BEYOND EDGE OF TABLE ON THI5 SHEET) CONCRETE. GREASE, WRAP IN BURLAP t BEND BACK WOOD FORM AGAINST WOOD FORM BEFORE BACKFILLING CONCRETE TO CONCRETE TIE IN N.T.S. 4" MIN. (UNLESS OTHERWISE SHOWN +}„ ON PLANS) I W JOINT SEAL, HOT POURED RUBBER �aW ASPHALT FLUSH WITH PAVEMENT SURFACE. X BOND FBREAKER //,J' REDWOOD JOINT MATERIAL WITH 2' DEEP PULL STRIP. DRILL HOLES EXPANSION JOINIFOR DOWELS. N.T.S. REINFORCEMENT TABLE CONCRETE SECTION DESIGNATION (T) SLAB TIVJ NE55 (IN,) (COVER) COVER (IN.) (21 MIN) MAX, EXPANSION JOINT SPACING (FT,) 60,000 PSI STEEL. REINFORUING STEEL BAR SSE SPAGNG� TYPE 'A' 6 2 15 03 @ 2e C-C TYPE V 6 2 15 10 B 2e C-C TYPE 00 I2 2 15 83 B 240 C-C CARIES act PLC ° d e d � °d B e p d a o e ° d ° d d ° a d d p p d m d ° ae p d d e ° d p d e o d 3 a o p a p d ° p d d p° d ° ad ° p° d a d p o x d e d d d e d p ° p d e ° d a d d ° °da ISOMETRIC VIEW TYPICAL CURB 4 GUTTER 5 CURB TRANSITION NITS a (SEE SAWCUT II/2" ASPHALTIC SURFACE COURSE CONTROL JOINT 2 112' ASPHALTIC BASE COURSE DETAIL) 1'-3' LAP ir FIRST POUR a RADIUS NEXT POUR _(TYP) �_ 00000000000 • 8' DEN5E GRADED J 0 0 0 0 0 0 0 0 0 0 0 HEAVY-DUTY ASPHALT A ° " - •. ° • AGGREGATE BASE (DGAB); SHALL MEET / y REBAR OR EXCEED DOT 12' COMPACTED NOTE: CONSTRUCTION JOINT DEFORMED (5EE PAVEMENT METAL STANDARDS 5UBGRADE (98% OF TO BE USED WHEN POURING REINFORCEMENT STRIP THE MATERIAL'S OPERATION IS DELAYED. TABLE ON THISSHEET) MAXIMUM STANDARD (NOT TO REPLACE PROCTOR DRY EXPANSION JOINT) DENSITY, ASTM DOB) CONSTRUCTION JOINT N.T.5. I' ASPHALTIC SURFACE COURSE 2' ASPHALTIC BASE COURSE JOINT SEALANT (PER EXPANSION JOINT DETAIL) 00000000000 REBAR 0 0 0 0 0 0 0 0 0 0 0 LIGHT -DUTY ASPHALT B (SEE PAVEMENT 6' DENSE GRADED REINFORCEMENT AGGREGATE BASE / TABLE ON THI5 (DGAB); SHALL MEET SHEET) OR EXCEED DOT 12' COMPACTED FOUNDATION, STANDARDS 5UBGRADE (98% OF a • . COLUMN, PIPE, THE MATERIAL'S WALL OR MAXIMUM STANDARD •, °� 51DEWALK PROCTOR DRY DENSITY, ASTM D698) ASPHALT NOTES, PREMOLDED JOINT MATERIAL CONSTRUCTION JOINT N.T.S. 1" MIN. +° JOINT SEAL, HOT POURED RUBBER ASPHALT FLUSH WITH PAVEMENT SURFACE. INITIAL SAWCUT SAW CUT CONTROL JOINT N.T.S. PROP. CONC. PAVEMENT (4,000 PSI) REBAR BOTH WAYS SEE TABLE. _ d . . da. . �C p c d w p d. o ° d - - U ° ° ° zp FO0 0 0O0O0O0O0O 4' GRADED AGGREGATE BASE MEETING DOT STANDARD SPECIFICATIONS COMPACTED TO 100% OF MAX DRY 12" COMPACTED SUBGRADE DENSITY. (q8% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY, ASTM D6%) � b" HEADER CURB NTS rl" BATTER NOTES • THE DIMENSION d MAY INCREASE AT CONTRACTOR'S OPTION 50 BOTTOM OF HEADER CURB WILL ALIGN WITH BOTTOM OF PAVING. • THI5 ITEM MAY BE PRECAST OR CAST IN PLACE. • F'c = 4,000 P51 2 PAVEMENT SECTION NT5 • THE ASPHALT SURFACE COURSE SHOULD CONFORM TO THE M05T RECENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (DOT) STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, FOR HOT MIX ASPHALTIC CONCRETE SURFACE COURSE. • THE BASE COURSE SHOULD CONFORM TO THE DOT STANDARDS FOR BASE COURSE COMPACTED TO 100 PERCENT OF THE MODIFIED PROCTOR (A5TM D-1557) MAXIMUM DRY DENSITY. • TACK COAT SHOULD BE PROVIDED ATOP EACH PAVEMENT SECTION. �5' 3000 P51 _I I CONCRETE 2"R d a " - e a _ ° e d a 6" N 24' NORMAL CURB I$ GUTTER DIMEN5ION ON PLANS ARE SHOWN TO THIS LOCATION 5' CONCRETE °4. p x fV d e ° p ° d G - p d - _ d- - -9 p -a d.- - - a. d 6" 24' REVERSE CURB It GUTTER 3 4" CUR � UTTER NTS USE REVERSE OR 'SPILL" CURB WHEN THE PAVEMENT SLOPES AWAY FROM CURB. 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS 2500 P.S.I. CONC. (TYP.) SECTION 1 /2" EXPANSION JOINT (TYP.) 5"x6"x10/10 WWF FLAG (TYP.) 4'-0" 4'-0' 4'—OP 12'-0" BETWEEN JOINTS PROFILE CONCRETE WALKWAY DETAIL NOT TO SCALE �n' < CITY OF ZEPHYRHILLS STANDARD DETAILS DEGEMBER2015 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 9C .......... PHONE (813)780-0029 FAX (813)780-0813 - 4 CONCRETE SIDEWALK NTS h PROVIDE COARSE BROOM FINISH SLOPE FLUME ACCORDING TO GRADING AND DRAINAGE PLAN IN A TRANSVERSE DIRECTION TO SLOPE OF RAMP VARIES 5' (SEE PLANS) I" RIll BATTER �J,� ° 2.0% MAXIMUM SLOPE $ ^ IN ANY DIRECTION ° R2" ° 4 000 I ° d CONCRETE CURB HEIGHT VARIES a p 6' WIDE p a° 51DEWALK CURB 1/41/2 a > $ Al COMPACTED A EARTH PAINT TOP AND FACE OF CURB WITHIN RAMP —� CONCRETE NOTES= LIMIT YELLOW (BOTH SIDES) 6' \ F'c = 4,000 P51 • PROVIDE CONTROL JOINTS AT 5' O.C. • PROVIDE EXPANSION JOINTS ONLY WHERE CONCRETE PAVEMENT ABUTS FIXED OBJECTS, CURB AND GUTTER, AND OTHER PAVEMENT TYPES. • OX6' WWM MAY BE SUBSTITUTED WITH EQUILEVENT STRENGTH FIBER MESH. 7 CURB RAMP NTS 8 CONCRETE FLUME NT5 intyphnium PLANNING R. ENGINEERING 14499 N DALE MABRY HWY SUITE 250 TAMPA, FL 3%18 813.387.0084 `NoltlItt#ft%! �%D, * : No. 60366 � •". " OC •u °.� STATE STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.92q.7737 REV15ION N15TORT ----/--/---- ----/--/---- ----/--/---- -- --/--/---- ----/--/---- -- THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. A5 A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOE5 NOT NECESSARILY REFLECT THE COMPLETE 5COPE OR CONTENT A5 DEFINED IN THE CONTRACT. THE CONTENT5 IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE U5ED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONTENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT D"E55ED WRITTEN PERM15510N OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 CO3.DWG I55UE DATE 09/07/2017 PROJ MGR JP NAODSCAPIE DETAILS II CO3,3 SHEET NUMBER ■a 1-0 — — — — --1 VAN ACCE551BLE DETAIL 7, 5HEET CO3.2 � 81KE RACK SCALE: I' = 5' /1 rf-AV AMA ❑CI /GA CI CV COMPACTED 5UBGRADE TO100% SECTION A -A 0 6.00, e e --e e' - . o e d e e' a a a d e a .e a d e. a - ua. .e d 3 TRANSFORMER P'A�E: I' = 5' X �fl.z' n 6' CONC. 4000 P51, 650 FLEX NOTE: CONTRACTOR TO COORDINATE ACTUAL 51ZE OF PAD WITH UTILITY COMPANY PRIOR TO CON5TRUCTION. 1.) 1/2' X 3 3/4' EXPANSION ANCHOR BOLTS PROVIDED FOR OPTION S-2_ SCALE : NONE DATE DIZINN : 2112A DuMor, inc. �:;or ;19116 P.O. Box 142 Ni[fEutown, PA 17059-0142 REV. BY : ESS TIIIL.E : BIKE RACK E to. °RAGING D NUMBER 125 SERIES SHEFr C Q INSTALLATION FOR SURFACE MOUNT STEP 1; USE 1 - PC. BIKE LOOP, SURFACE MOUNT (2) 2 - PCS. 3/0' THK SURFACE MOUNT PLATE ( 3) INSTALLATIONR TION FOR SLB FLOOR 2 -PCS. 10 GA X 8' DIA ANCHOR PLATE COVER (1) SAME SURFACE MOUNT R DO NOT USE 2 - PCS. 5/8 X 1 1 /2 SS FLT SKT HD CAP SCREW { 4 } 10 GA X 8' DIA ANCHOR PLATE COVER. SLIDE 10 GA X 8' DIA ANCHOR COVER ( 1 ) OVER BIKE LOOP, SURFACE MOUNT ( 2 ) LEGS. ATTACH 3/8- THK. SURFACE MOUNT PLATE ( 3 ) TO BKE LOOP, SURFACE MOUNT ( 3 ) USING nEm cm wwT No oTSfAl aw HARDWARE ( 4 ). 1 2 D-123-04 wok X 8' an COYLR W 3 i 0' OM NOIE 2 1 0-125- 2 -Fax LOOP on ma FOR SURF NT STEP 2 ANCHOR ACCORDINGLY. 3 2 0-03-0 w 311r THK SURACE NOUNr PLATE 4 2 1-12-102 51fr X 1 1)2' ss Fu Xr No CAP SCR • SCALE - NONE TrrLf` BIKE RACK ASSEMBLY DATE DRAM :2/12199 u M o r inc. ° R� s BIN ftW REV. c 12,/19 p 125 SERIES s OF 2 P.O. Box 142 XMntown, PA 17059-0142 REV BY : ESS CONCRETE DOME TO DRAIN CONCRETE FILLED fi NOM 0 STD WT SCH 40 STL PIPE SLOPE TO DRAIN N GRADE CONCRETE 6" -IN 18.. MIN NOTES; 1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD SHALL BE AS SHOWN ON THE DRAWINGS OR AS DIRECTED IN THE FIELD. 2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. BOLLARD CONCRETE FILLED NTS ��� CITY OF ZEPHYRHILLS DECEMBER2Q45 STANDARD DETAILS i CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39025 ALSTON AVENUE ZEPHYRHILLS„ FLORIDA 33542 G=10 PHONE (813)780-0029 FAX (813)780-0613. 2 BOLLARD NTS ingenium PLANNING & ENGINEERING 14499 N DALE MABRY HWY 5UITE 250 TAMPA, FL 33618 813.387.0064 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 535A3 PHONE: 608.929.7737 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANT MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERM155IGN OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 CO3.DWG 155UE DATE 09/07/2017 PROJ MGR JP HAADWAPIE DETAILS III CO3,4 5HEET NUMBER - 11 - 11 11 1Tf- I11 1 1 1 1 n ; IL-frl I. 1. T---1-F' F-r- - ; UTILITY LEGEND UTILITY LINETYPE/SYMBOL I REFERENCE DOMESTIC WATER LINE — DW DW— I' FIRE WATER LINE ..............................................................................................................-....................................................... BUILDING FIRE SPRINKLER LINE — FW FW— ...............;......................................-...... — FW5 — FWS— 6' ......................; NOT APPLICABLE IRRIGATION WATER LINE — IRR— IRR— I� DOMESTIC WATER METER (WM) WM DETAIL 4, SHEET C04.2 IRRIGATION METER (IRR) IRR DETAIL 4, SHEET C04 2 BACKFLOW PREVENTER (RPZ) RPZ DETAIL 5, SHEET C04.4 FIRE VAULT (DDC) DDC NOT APPLICABLE DC BACKFLOW PREVENTER NOT APPLICABLE WATER TAP OR TEE DETAIL 8, SHEET C04.3 GATE VALVE (GV) GV NOT APPLICABLE THRUST BLOCK (TB) —� TB DETAIL 3, 514EET C04.2 FIRE HYDRANT (FN) FH NOT APPLICABLE FIRE DEPARTMENT CONNECTION (FDC) FDC SEE PLANS SANITARY SEWER (55) — SS 5S — 6" PVC SANITARY MANHOLE (55MH) 0 DETAIL I, SHEET C04.3 GENERAL CLEAN OUT (Co) Co DETAIL 5, SHEET C04.3 SAMPLING MANHOLE ® NOT APPLICABLE SANITARY STRUCTURE NUMBER S2 SEE PLANS UNDERGROUND ELECTRIC LINE -PRIMARY — UGE-P— UGE-P— SEE PLANS UNDERGROUND ELECTRIC LINE -SECONDARY — UGE-5 — UGE-S— SEE PLANS POST INDICATOR VALVEP'IV NOT APPLICABLE 51TE LIGHTING POLE ■ SEE PLANS TRANSFORMER PAD ❑T DETAIL 3, SHEET CO3.4 METER/CT PEDESTAL CT NOT APPLICABLE UNDERGROUND TELEPHONE LINE — UGT — UGT — SEE PLANS GENERAL UTILITY CONDUIT —GU GU— NOT APPLICABLE GAS LINE G SEE PLANS GAS METERS QG SEE PLANS A* ALL UTILITIES "LL BE INSTALLED ACCORIDIN6 TO UTILITY PROVIDERS AND JURIISDICTION STANDARDS AND. SMIFICATIONS, f r ti f { f f ! f tl f fj j i 3 r � 1 f r f r r r � f r ,•' f f f r Izif � r � f 1 1 f t F ...................... f................................................................................................................................ ' f ,, I�{ oNTRACTOR 50ALL COORDINATd POINT OF t { t t F; !f`f'C NECTION;WITH THE UfILITT ELECTRIC f �, IIII ' COMPANY PRIOR TO CONSTRUCTION E- ! fi , UGT (, � fi 1 ,• 1 j` jj ff i r ' lrif f { f ?r u ij • !f r ., i f r f f e` trs 'i ;; ff •Q fi f � +• f pp t rl - , - 1 t %f � f � 4 1 f • ii `r f Ill 1 O C - f., r. f j f f ! f n A 1 i C,1 • G PROPOSED 8" I ATER MAIN s f EXTENSION / f +ti t1 f 01 � f• I ,; • x 1( i, f l I I ll d a • - f, f f' f � / % W psi f 3 i l7 r J `' / i' • L1 1 f f` f • � d fi' a _4 \ i ` PROPOSED 6' CAP AND PLUG i VALVE J W III + I� fl a I lel I I I I I r � I- r I I I I III I� I I I T--=��—L- 65 LF 18' STORM @ 0.50% W.oUl I �of II I II III I a "T /% oo�o —o LL IFLOOD ZONE Y / 60 LF I5 1 STORM @ 0.50% 75 LF 18' TORM @ 0.50% '-7=H _ —----LL 7— K AREA 65 \F�lc I I # u- I I I J 20' BUILDING SETBACK 15' BUFFER �, Ilt .,w t�-m /lf 'l Cl ITI IDC 0.1 —. GRATE INLET TOP EL.: 103AV NW INV. EL.: 101.421 II i GC I OWNER :UTILITY ADDITIONAL NOTES I PROPERTY LINE '� ### PIPING FROM PROPERTY ### LINE TO BUILDING TAPPING THE MAIN •-------------- `its WATER VAULT N/A WATER (METER) PIT ! ### ### DOMESTIC METER its ### FIRE METER N/A IRRIGATION METER ### its DOMESTIC BFP ! ### ### FIRE BFP N/A IRRIGATION BFP ! ### ##4 OBTAINING EASEMENTS ### •.............._._... GC IOWNER UTILITY TAPPING OF THE MAIN ### ---------------- LINE EXTENSION # ### ##4 I L AL ### INSIDE PROPERTY ### OBTAINING EASEMENTSxxxxxxx• € ### ### OBTAINING ROW PERMIT • ### .t. GC OWNER ::UTILITY PRIMARY CONDUIT ! € ##$ PRIMARY CABLE $$$ PRIMARY FINAL CONNECTION s !• `$$$ #$$ TRANSFORMER f ##4 TRANSFORMER PAD # #$$ POLE ##$ ### SECONDARY CABLE ##$ SECONDARY CONDUIT #$# #$$ SECONDARY FINAL $$$ INSPECTION $►# METER $$$ CT CABINET ! $$$ its CT METER CONDUIT its $## SOCKET q ! $$$ OBTAINING EASEMENTS $#$ ### ROW WORK PERMITS GC I OWNER :;UTILITY CONDUIT ### TRENCH N BACKFILL f ### ### CABLE t WIRE ### ### OBTAINING EASEMENTS • ### ### OBTAINING ROW WORK ### PERMITS ### GC I OWNER ;:UTILITY TAP 1 I• ##$ PIPING ;##$ TRENCH AND BACKFILL i • '### METER `### its REGULATOR ! ### OBTAINING EASEMENTS I$$# OBTAINING ROW WORK • ### PERMITS ##4 CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION OF ALL SIC,NAGE WITH OWNER PRIOR TO CANSTRUCTIdJ, CONTRACTOR SHALL COORDINATE AND ADJUST LOCATION OF LOOP DETECTORS TO AVOID UTILITY CONFLICTS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL INSTALL GENERAL UTILITY CONDUITS TO PLANTERS AROUND BUILDING AND PATIO. SEE ARCHITECTURAL/MEP PLANS FOR CONTINUATION. GENERAL UTILITY NOTES I. SEE SHEET COLT FOR GENERAL NOTES. 2. SEE MEP PLANS FOR CONTINUATION OF ALL UTILITIES INTO BUILDING. 3. SANITARY LATERALS SHALL HAVE A MINIMUM FALL OF 1.0% 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND THEIR LOCATIONS AND ELEVATIONS PRIOR TO STARTING CONSTRUCTION. 5. THE FINAL LOCATION OF FIRE HYDRANTS, VALVES, WATER LINES, BACKFLOW PREVENTERS, ETC. SHALL BE DETERMINED DURING CONSTRUCTION. NOTIFY THE ENGINEER OF ANY CHANGES TO LOCATION OR CONFIGURATION. NFPA CODES SHALL BE ADHERED TO. 6. THE CONTRACTOR SHALL CONTACT PUBLIC UTILITIES INSPECTIONS AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY. 7. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH LOCAL GOVERNING CODES. 8. UTILITY CONDUIT MATERIAL FOR ELECTRIC, TELEPHONE, AND CABLE SHALL BE INSTALLED PER UTILITY PROVIDER SPECIFICATIONS. 9. CONTRACTOR TO BUILD CONCRETE TRANSFORMER PAD AND INSTALL SCHEDULE 80 PVC CONDUIT AND PULL STRING WITH SWEEPING BENDS. CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DISCREPANCIES IMMEDIATELY. 24-HOUR CONTACT: CHRIS McGUIRE (608) q2q-7737 NGRAPHIC SCALE (in Feet): I" = 20' 101 01 20' 40' ////111 genium PLANNING A ENGINEERING 14499 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0064 WWW IMr_l:MII IMTFAM r0M STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD Z Q Q � Q V/ w >- w Z3 V hl �\ O 1 O u') CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 o. THE CIVIL ENGINEER REGULARLY UPDATES THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED WERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF — SAME WITHOUT EXPRESSED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ 9 170061 DWG NAME 170061 C04.DWG ISSUE DATE Oq/07/2017 PROJ MGR JP - F, :: AG FUTURE 8' WATER MAIN .^, : ...:1... �1 �..� rO s i , �...-. F- o u- G G G G G G G G 0 u- UGE-P UGE-P UGE-P i1GE-P UGE-P U^iiT rt . U1GiT--- f'- UGt ; iJG'� UGT UGT a a a a a a Fr - A a ^ q a BUILDING CONNECTION AREA SANITARY SEWER DETAIL SCALE: I' = 10' 5CALE: I' = 5' TC TO RACTORFUTURE SHALL TAP - INTD FUTURE LINE. .!.. ` j �J III TB `J\ 54 J P55 y I 53.2 --� 55 55 P53.2 55 - TB 1.5' RPZ 1" IRRIGATION 8' X 6' TAP SLEEVE 04. TER- _ I qv -CONTRACTOR �FIALL-DESICI� BUILD IRRIGATION RPZ IRR SERVICE TAP 4 C04. 1.5' 00' 77 RP WM 2" X 6' TAP 1.5" DOME5TIC 1.5' RPZ LINE 3 LINE I X 2" TAP 1.5" DOME5TIC WATER METER WATER METER CONNECTION AREA I' = 5' 3 u- SANITARY STRUCTURE TABLE STRUCTURE STRUCTURE RIM INVERT INVERT NAME TYPE ELEVATION IN OUT EX-55MH EX MANHOLE ADJUST TOP TO GRADE g6.50 g1.40 (PSI) 51 6' CLEANOUT DETAIL 5, 5HEET C04.3 CB qo g2.33 (P52) g2.33 (PSI) 52 6' CLEANOUT DETAIL 5, 5HEET C04.3 g8.50 g3.33 (P53) g3.33 (P52) 53 6' CLEANOUT q7 65 94.13 (P54) g4.13 (P53) DETAIL 5, 5HEET C04.3 g4.13 (P53.1) 53.1 6' CLEANOUT DETAIL 5, 5HEET C04.3 q7 70 g4.20 (P53.2) g4.20 (P53.1) 53.2 6' CLEANOUT DETAIL 5, 5HEET C04.3 q7 87 g4.35 (P53.3) g4.35 (P53.2) 53.3 6' CLEANOUT DETAIL 5, 5HEET C04.3 g7.80 94.85 (P53.4) g4.85 (P53.3) 53.4 6' CLEANOUT DETAIL 5, 5HEET C04.3 q7 95 g4.016 (P53.5) g4.g6 (P53.4) 53.5 BUILDING STUB OUT 016.35 %.00 (P53.5) 54 GREASE TRAP g7.80 DETAIL 6, 5HEET C04.3 54-IN GREASE TRAP STUB IN g7.85 94.47 (P55) 54-OUT GREASE TRAP STUB OUT g7.75 g4.27 (P54) 55 6' CLEANOUT DETAIL 5, 5HEET C04.3 97 90 g4.51 (P56) g4.51 (P55) 56 6' CLEANOUT DETAIL 5, 5HEET C04.3 g7.45 g4.415 (P57) g4.% (P56) 57 BUILDING STUB OUT g6.35 %.00 (P57) SANITARY PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL 1"51 6' 47' 2.00% PVC P52 6' 50, 2.00% PVC P53 6' 40' 2.00% PVC P53.1 6' 7' 1.00% PVC P53.2 6' 15' 1.00% PVC P53.3 6' 42' I.Iq% PVC P53.4 6' 5' 2.00% PVC P53.5 6' 2' 2.00% PVC P54 4' 7' 2.00% PVC P55 4' 2' 2.00% PVC P56 4' 22' 2.00% PVC P57 4' 2' 2.00% PVC f4min5cremnium PLANNING h ENGINEERING 1440P N DALE MABRY HWY 5UITE 250 TAMPA, FL 33618 813.387.0064 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 I' THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECE55ARILT REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION 5HALL NOT BE USED, ALTERED, OR REPRODUCED IN ANT MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE 56BICT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECE55ARILT REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION 5HALL NOT BE USED, ALTERED, OR REPRODUCED IN ANT MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE 56BICT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 C04.DWG 155UE DATE Oq/07/2017 PROJ MGR JP UTILITY DETAILS 04.1 5HEET NUMBER l• I I 1�-1 11 L-- --i :;� ----U: , UNDISTURBED EARTH (TYP) WHERE SHORING IS NOT EXTENDED TO D SURFACE, SLOPE EXCAVATION AWAY FROM TOP OF SHORING PER OSHA REQUIREMENTS PRIOR TO COMPLETION OF FINAL BACKFILL, REMOVE SHEETING ABOVE 1Y OF TOP OF PIPE; REMAINDER OF SHEETING TO BE .LEFT IN PLACE PIPE DrDE DIAMETER OR VERTICAL CONDUIT SPAN PIPE SPRING LINE OR CENTERU OF VERTICAL CONDUIT SPAN SHEETING OR TRENCH BOX FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTDM OF EXCAVATION MR LITERAL SUPPORT AS REQUIRED BY THE CONTRACTOR'S REGISTERED ENGINEER TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL: NOTE. 2) W a p z MIN SIDE SLOPE PER OSHA FOR SHORED FOR OPEN REQUIREMENTS GROUND TRENCHES TRENCHES (TV) S RFACE 7,8 WARNING � TAPE A I, al 2 z l2.f .:_ �l --.. .�. 3 3 i4 b 9 OPEN TRENCH MAXIMUM 0� : VERT1FJiL WALL HEIGHT i 5 / PER OSNIA REQUIREMENTS m tw PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN NOMINAL PIPE_ DIAMETER MINIMUM ADDITIONAL OR HORIZONTAL SIDEWALL EXCAVATION EONIXRT SPAN CLEARANCE DEPTH (1) (INCH) A (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 16 ZONE ZONE NO. NAME MATERIAL COMPACTION 1 FINAL BACKFILL AS SPECIFIED AT LEAST 95X MODIFIED PROCTOR MAXIMUM DRY ASTY D-1557 (98X WHEN UNDER PAVEMENT) 2 INITIAL BACKFILL 3 HAUNCHING 4 BEDDING 1-91 FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED, TRENCH ZONE NOTES,NOTES; O FINAL BACKFILL SHALL. BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT., REFER TO ADDITIONAL NOTE 3. Q INITIAL BACKFILL SH411 BE.. INSTALLED IN LIFTS NOT EXCEEDING 8 INCHES, LOOSE MEASUREMENT. ALL LIFTS MALL BE COMPACTED BY HAND. TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE. 3. Q)HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LETS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING, BRUNCHING SHALL: BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. FTC u N COYP FW TER N _ 40:BEDDING SHALL BE 1NS7ALLE0 I L._LY D A ED THE C.ES N LIFTS NOT EXCEEDING 8 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECWWOAL TAMPING. PROPERLYSHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3. (g) NATIVE, UNDISTURBED MATERIAL MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR SS9PACTED BEDDING MATERIAL. NEED NOT BE REPLACED Q REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL. IS REQUIRED.. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERVIL IS .ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. ADDITIONALNOTES 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS. ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR FWSTORATION OFT0 WHERE APPLICABLE 2, TRACING WIRE SWILL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10- W/ A NYLON WIRE TE IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE 'UF'SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND. AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALT. BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES,. NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES i, 2, 4 AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2� FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL NITS 6 CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEP,NYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE. ZEPHYRHILLS, FLORIDA 33542 G-3 i PHONE (813)7804029 FAX (813)7804613 � TRENCH DETAIL TITS METER SWIVEL METER SWIVEL ADAPTER ADAPTER (SPUD) (SPUD) NIPPLE & REDUCING METER BUSHING (AS NEEDED) LOCKING CURB IPXF P) 1B INCH TMOW> MIN. 1CHAMFER VALVE BOX TYPICAL CAST 3 INCH SCH40 PVC PIPE THROUGH SLAB (TYP.) I- COMPACTED BACKFILL 2 INCH SOLID BRASS OR SS RISER 2 INCH PE TUBING A GATE VALVE SHALL BE INSTALLED WITHIN 2 PIPE DIAMETERS OF THE UNDERGROUND- INLET ELBOW (TYP) FINISHED GRADE IU MIIV IU MIN { I PROPOSED UTILITY FULL LENGTH OF SEE MIN VERTICAL PIPE CENTERED l "T SEPARATION REQUIREMENTS AT CROSSING PIPEFX..ISTING UTILITY - OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) SEE EXHIBIT 0-3 f ELB (TYP) NOTE 'OSED UTILITY 101T MIN 10'-0" MIN _, u ,. , ,t,a EXISTING UTILITY gPIPE P NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT .PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE' OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) PROPOSED UTILITY MINIMUM VERTICAL. SEPARATION REQUIREMENTS POTABLE WATER GRAVITY SANITARY SEWER SEWAGE FORCE MAIN STORM RECLAIMED WATER ELECTRIC TELECOMMUNICATIONS COMMENTS POTABLE WATER 1' 0" 1'-0"(1..2) 7`-Q'(1,2). 1'-0"(1) 4'-U' 1'-O" SEE NOTE 1 GRAVITY SANITARY SEWER 1'-G (2) 1'-T 1,-e 1'-6" 1'-6"(2).. 1'-0" SEWAGE FORCE MAIN 1'-672 1'-D" 1.•_0' 1'-D" V- ' S 2 _ 1'- ' Q SEE NOTE 2 STORM 1'-Q"(1) 1'-6" 1'-D` T`-0' 7'_0' S'-0"... RECLAIMED WATER I'I3' v-6, 1'-6" 1'-Cr 1'-0" V-e SEE NOTE 2 ELECTRIC TELECOMMUNICATIONS 1­Cr : 1•._0": 1,_0" - 1.•_D" 1,_0- 1'_0; (1) FAC 62-555.314 (2 FAC 62-604.400 (5 FAC 62-610.469 NOTES: T. .ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUCTIONS IS ALLOWED- WITHOUT APPROVAL OF ENGINEER, MINIMUM VFRTI[:AI AFPARATIAN RP8111RFMPWTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE GRAVITY SANITARY SEWAGE STORM RECLAIMED - ELECTRIC WATER SEWER FORCEMAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-1i 1-0'-D"(1;2) 18'-O"(1,2) 3' T(i) 3'-07(1,3) 3,"-e GRAVITY SANITARY SEWER 10' 0"(2) : 1' C' 1'-➢" 3'.-O' 3'-T(2) 3'-T SEWAGE FORCE MAIN 1O'-O°(2) 1'-0" 1'-0' 3'-0" 3' 0'(2) 3' 1Or STORM x-0'(1) 3' T T-0" 1'-0" "3`-0' 3°-0' RECLAIMED WATER 31-T(1,3) S-0 (2) T-O"(2) 3'-D" 1'-D. 3'-D` ELECTRIC TELECOMMUNICATIONS 3'_O- 31-0 3'-0" 3'-0 3'-4 2'-0' (1) FAQ 52 555.314 .NOTE: (? FAC 62 604.400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE ORIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. 2 UTILITY CROSSING TITS BALL REDUCED PRESSURE VALVE BACKFLOW PREVENTER ASSEMBLY BALL VALVE sa ELBOW w a li SWIVEL FINISHED r UNION GRADE ' 12 INCH + PIPE DIAL. (MIN. DISTANCE) 18 INCH I CONCRETE SLAB MIN jl PIPING , PE TUBING,j I * RELIEF VALVE DISCHARGE LENGTH VARIES 11 EE NOTE 6 TO BE ABOVE 100 YR FLOOD PLAIN DEPENDING ON I SITE CONDITIONS I CITY OF I ZEPHYRHILLS I r PRIVATE POD NOTES: 1. SEE EXHIBIT W-16E FOR GENERAL WATER METER ASSEMBLY NOTES. 2. WATER METER SIZE/STYLE TO BE DETERMINED BY ENGINEER AS WELL :AS UPSTREAM AND DOWNSTREAM SPOOL LENGTHS, 3 SEE GENERAL CONSTRUCTION NOTES (ATTACHMENT E) FOR PAINTING REQUIREMENTS. 4.. BOLLARDS ARE REQUIRED IN HIGH TRAFFIC OR NEAR VEHICLE MOVEMENT .AREAS. 5. ALL PIPING TO BE A MINIMUM OF 2-INCHES UP THROUGH THE LOCKING CURB STOP. 6. IF THE GATE VALVE CAN'T BE INSTALLED WITHIN THE CONCRETE SLAB, INSTALL IT WITHIN 25 FT. OF THE BUILDING FACE AND PROVIDE A CONCRETE COLLAR FOR THE VALVE BOX. 7. 2-INCH COMMERCIAL SERVICE UNES SHALL USE A 2-INCH SLEEVE AND TAPPING VALVE (INSTEAD OF A CORPORATION STOP) AT THE WATER MAIN CONNECTION. WATER METER ASSEMBLY COMMERCIAL 1-1/2 INCH AND 2 INCH METERS NTS 4 WATER METER ASSEMBLY NTS a- N LLI m , W Lu W r� V♦ cv yr J J 0 0 C v? T_ 90 i 0 J R I.`J _ I� X LL 0. R1 9 W J J 1. N z M UL.: a O z U. o 4�d°- L) N ao :U sr PROPOSED UTILITY SAND CUSHION EXISTING UTILITY (n'P) SECTION Ail fXI TANG UTxm WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS � SAND CUSHION OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PROPOSED UTILITY SECTION B-0, 6" PIPE OD. 6 � MN ROPOSED UTILITY 0 a FULL CONCRETE a ENCASEMENT 2500- PSI (MIN) •,.:. CONCRETE a om. NOT C -- NC ETE ENCASEMENT E.M...ENT1. FOR PROPOSED ED WATER MAINS, THIS OPTION IS ONLY. ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE BY CASE BASIS. NTS 2.. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS: SPECIFIED INSTEAD OF USING FITTINGS_ ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE) UTILITY CONFLICT GENERAL NOTES:. 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR .GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4, ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND' CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. STAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7, THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 8, IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES :SHALL HAVE A MINIMUM OF 4 TRAFFIC( BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER NOTES: 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2.. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT;. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS,. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS k1n"/ CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT Wol 6E 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 UNDISTURBED "4 EARTH ti E s " ' ii BEARING AREA 2 BE PLAN w TE£ PLAN 4 BEARII AREA CROSS PLAN RFACE MIN ILLUSTRATIVE SECTION ICE, TYR REACTION BLOCK BEARING AREA DIMENSIONS FITTING 11 11V BEND 22 1/2' BEND 4S BEND 9D' BEND PLUGS/CAP SIZE..... 0n) H x W 00 H a W (in) H z.W. _ (in) H x W (in) H x W (in) 4 x11 I, 9 1 15 _. 21 1 29*29 4Ox4O 3 4x2 a am 47947 4x w 53 . 12 - 4Ox4O x 7 5 14 33 45x45 Box"z57 73x7 5. x 7 1 5ZX5273x73 oft 83x83 42<4I a2952 711x111 x. REACTION BLOCK NOTES A BASED ON 150 PSI PRESSURE k 150D PSF:StXL. BEARING -:VALUE, 2.0 SAFER' FACTOR, WATER TABLE BELOW hIE THRUST BLACK, VERTICAL. BLOCK FACE, AND A MINIM M THICKNESS OF 15 INCHES. B. BEARING AREAS FOR PLUGS SHALL BE THE SAME AS FOR TEES 0, FORM REACTION BLOCKS TO KEEP CONCRETE CLEAR OF JOINTS AND BOLTS. D. REWIRED REACTION BLOCK BEARING AREA SHALL BE PLACED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND REACTION BLOCK TO UNDISTURBED MATERIAL E: PLACE PRESSURE TREATED WOOD BOARDS IN FRONT OF PLUG, AT TEE, CROSS OR END OF PIPE BEFORE POURING CONCRETE REACTION BLOCK. F, BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK .ENCOUNTERED SHALL BE REPLACED Ian BACKFILL COMPACTED TO 95X MODIFIED PROCTOR MAXIMUM DRY .DENSITY, ASTM D1557. G. NOT USED, IL CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY ALL THE REACTION BLOCK SIZES SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SOIL CONDITIONS ON THE .PROJECT. THE CONTRACTOR`S ENGINEER SR41 PROVIDE A SIGNED AND SEALED STATEMENT THAT ALL REACTION BLOCKS WERE INSTATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER, WHICHEVER ARE MORE STRINGENT. CON W.WR'S COST FOR MEETING THESE REQUREMENTS STINT BE INCLUDED IN THEIR BID. ITH CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=6A PHONE (813)780-0029 FAX (813)780-0613 3 THRUST BLOCK TITS PIG TAIL WIRE AFTER PASSING THROUGH SPLIT BOLT #a THW LOCATING WIRE TAPE CONNECTION (SOLID COPPER WIRE AND WATER PROOF TAPE WITH BLUE COATING) HEAT ACTIVATED SHRINKING WIRE COVERING /4" x 3/4" SPLIT BOLT NOTES: 1. THE ENDS OF ALL LOCATING WIRES, WHETHER. THEY ARE SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON. 2, AFTER INSTALLATION OF THE LOCATING WIRE THE SYSTEM SHALL BE SUBJECTED TO TESTING, IN THE PRESENCE OF CITY UTILITIES STAFF PRIOR TO BACKFILL, IN ORDER TO THAT THE SYSTEM IS FUNCTIONAL. LOCATING WIRE SPLICING NOT TO SCALE y ,r DECEMBER 2015 CITY OF ZEPHYRHILLS z{r.sf STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780,0613 G=8 5 LOCATING WIRE SPLICING NTS incyganium PLANNING & ENGINEERING 14499 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 ``;qtisslliBt/r�tt a * * ND.60386 i W sSTAI ty. vr+- .�A- me�`*tt` 0NA s STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD 0 ul a IL CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.92q.7737 REVISION N15TORY -- --/--/---- -- --/--/---- ----/--/---- ----/--/---- -- --/--/---- ----/--/---- ----/--/---- -- --/--/---- THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT A5 DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANT MANNER WITHOUT THE EYPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF 5AME WITHOUT EXPRESSED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED, PROJ II 170061 DWG NAME 170061 C04.DWG 155UE DATE Oq/07/2017 PROJ MGR JP UTILITY DETAILS II co4.2 SHEET NUMBER f! 1/2' PER FT BENCH SLOPE (MIN) (TYP). INFLUENT SEWER (TYP) SEE EXHIBIT S-2A AND EXHIBIT $-4 (IF APPLI.CABLE) SHAPE TO FORM SEE MANHOLE CHANNEL EASY FLOW DETAIL TYP SEE CURVES EXHIBIT S-tB EFFLUENT SEWER SEE EXHIBITS-2 PLAN SEE MANHOLE FRAME AND COV DETAIL (1YP) SEE EXHIBIT S-1i NON -SHRINK GRO ASPHAI FIN GRADE ¢e. Y:•,.. VARIABLE ADJUSTMENT W/CONCRETE ADJUSTING RINGS z (5 MIN. TO 1Z' MAX.) TONGUE: REINFORCING OYP) b b n SEE SEDMENT JOINT F DETAIL MP) SEE EXHIBIT S-IS 1,2,3 OR 4 FT. LENGTHS AS REWD, — GROUT s" LL's II � No. 57 STONE (12' THICK) PREPARE SUBGFAPE. (7YP) IN ACCORDANCE WITH THE SPECIFICATIONS NOTF— :. 1. CONNECTIONS AND GROUTING IN MANHOLE ARE SCHEMATIC. SEE ACTUAL DWGS FOR PIPE DIAMETERS,, LOCATIONS AND INVERTS. 2. COAT OUTSIDE. OF MANHOLE AS SPECIFIED. 3. LINE INSIDE OF MANHOLE AS SPECIFIED. SECT110N MANHOLE ECCENTRIC PRECAST CONCRETE NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 smil PHONE 813 780-0029 FAX 813 780-D613 � MANHOLE ____ NTS FRAME AND SOLID LID AC PAVING OR GRADE & NEENAH R-1974-A (ROUND) OR EQUAL TO PIPE O.D, a •o v, qR 4' CONIC; COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC EXPANSION JOINT 4" MIN. MATERIAL ENCASEMENT S' TYP. SAND BACKFILL CONCRETE ENCASEMENT p . EQUAL DIA. PIPE (8" I,D; MAX.) AS REQUIRED TO ENCASE FITTINGS JOINT ` a `a; AS SHOWN ;,• a. PLUG 4. UNDISTURBED SOIL. GRAVITY CLEANOUT NOT TO SCALE ."� . CITY 4F ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S=9 5 GRAVITY CLEANOUT NT5 T �$•�aVyDRY �1►/pG � R ®I®®®�.o� ® ® rl®®® 11 ri®® I � I u �®ri[I' IN I9A4 Mg09 IN U-*'p B -a-] SECTION .A -A SCALE I . 6 MANHOLE COVER DETAIL NOT TO SCALE 023 " I %5 " 195: CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTONAVENUE ZEPHYRHILLS, FLORIDA 3 542 R 3 PHONE (813)780-0029 FAX (8131780-0613 S=lA ... .......... ........... 2 MANHOLE COVER NTS GAS TIGHT MANHOLE FRAME AND COVER FOR TRAFFIC DUTY ANTICIPATED 20' DIAMETER MINIMUM. OUTLET- 4" INLET 4" MINIMUMCLEANOUT. MINIMUM. a III 2 CLEANOUT — PLAN VIEW L SELF SEALING MANHOLE COVER INLET 8c OUTLET SHALL BE ACCESSIBLE UNDER MANHOLE COVER 22" DIA. PRECAST CLEANOUT MANHOLE BARREL •SECTION PIPE M EQUAL I., THICK CONC, PA. TYP,: GROUT r 2 1/2" MIN „ INLET .5' MIN OUTLET GROUT MIN. 2' BELOW INLET WATER LEVEL t'• z_ PRECAST CONCRETE MINIMUM 2//3 OF TOTAL 250 GAL. MIN. GREASE OR SEPTIC LIQUID CAPACITY OR 1 �3 TOT TANK (OTHER TYPES to CAPACITY SHALL BE SUBMITTED MAXIMUM FOR REVIEW) 1/3 8' MOTES: SECTION STRUCTUAL DESIGN OF GREASE TRAP SHALL BE IN ACCORDANC€ WITH CHAPTER 1Od-5 OF FLORIDA ADMINISTRATNE CODES. GREASE TRAP NOT TO SCALE NOTES: .. I. ACCESS FOR MONITORING THE INLET AND OUTLET PIPE FITTINGS OR BAFFLES SHALL BE PROVIDED FROM MANHOLES. CLEANOUTS SHALL BE INSTALLED BEFORE THE FIRST GREASE INTERCEPTOR AND WITHIN TWO FEET AFTER THE LAST INTERCEPTOR IN THE SERIES. 2, GREASE INTERCEPTOR (OR INTERCEPTORS) SHALL BE DESIGNED TO PRODUCE A CLARIFIED EFFLUENT ACCEPTABLE TO THE CITY OF ZEPHYRHILLS STANDARDS. CITY OF ZEPHYRHILLS DECEMBER20i5 ...,;::;...: T ... S ANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39 25 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=15 PHONE (813)780-0029 FAX (813)78.0-0613 ...... .... 6 GREASE TRAP' NTS AS REQUIRED RIGHT-OF-WAY SEWER MAIN I SOLVENT WELDED CAP PVC WYE IN 4" PVC PIPE /SEWER MAIN / 4" PVC WYE PROPERTY /-LINE 4" PLUG 4" PVC- PIPE 4- PVC 45` BEND * * NOTE- MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REQUIRED RIGHT-OF-WAY 12" SOLVENT WELDED CAP MIN. CONVERT TO CLEAN -OUT UPON FINAL CONNECTION TO CITY SYSTEM N FINAL. GRADE 1 A" PVC PIPE DEPTH AS REO. PER CLEANOUT INVERTS AS SHOWN ON PLAN. & PROFILES 4" PVC WYE 4' PLUG 4" PVC PIPE S45' BEND OR EWER MAIN �S' A 0� M`yySLO 4" PVC PIPE 90' LONG RADIUS SWEEP - 4' PVC CIS' BEND PVC WYE IN SEWER MAIN, NOTE 4" LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN. LATERAL SANITARY SEWER SERVICE PVC SINGLE SERVICE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=5 PHONE (813)780-0029 FAX {813)780-0613............ SANITARY SEWER SERVICE NT5 18 FT STEEL CASING PVC WASTEWATER FLEXIBLE —f WATER MAIN ENCASEMENT GRAVITY MAIN COUPLING (TYPICAL). 10 FT_ 10 FT NOTES: 1: WHERE WATER AND SEINER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED, GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL NTS aF ,.� %:�•��'„ CITY OF ZEPHYRHILLS_ DECEMBER 2015 Y STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT / ,. 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE 813 780-0029 FAX 813 78"613 S=16 WATER AND SEWER CROSSING NT5 4 NOT USED NTS TRANSITION COUPLING SLEEVE EXISTING PIPE PExPE SPOOL EXISTING PIPE MU ILL \T-1M T1YLuJ EXISTING D R PVC PIPE CU O EX I O PExPE DI OR PVC SPOOL PIPE—\ PExPE DI OR PVC EXISTING PE SPOOL PIPE PIPE — T TRANSITION COUPLING SLEEVE (TYP) J1 NEW WM MJ TEE (RESTRAINED) CUT -IN TO EXISTING AC PIPE EXISTING PE PIPE 1, RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED BY THE CITY 2, SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS. 3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER HILLSBOROUGH COUNTY STANDARDS 4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE. CUT -IN -TEE NTS .,: DITY O F ZEPHYRHILLS STANDA . STANDARD DETAILS DECEMBER 2015. CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 Wml 8 PHONE 813 780-0029 FAX 813 7 0-0613 f ) C ) S CUT- I N TEE NT5 ingrenium EN T E RP 9G,SE _; PLANNING JI. ENGINEERING 144qKI N DALE MABRY HWY 5UITE 250 TAMPA, FL 33618 813-387.0084 %ltti l) f f ffpl ',% o D. " No.60386 w .ai w !ICJ"•�;,�STA .� se4NA%- �•��. STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRI5E5 FORMERLY GRIMAIL CRAWFORD CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, HI 53543 PHONE: 608.g2q.7737 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAT THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED, PROJ 4 170061 DWG NAM E 17006 I C04. DWG 155UE DATE Oq/07/2017 PROJ MGR JP UTILITY DETAILS III C04.3 5HEET NUMBER I>I• 1-1: T—I -F-1-1- i --]-F - L:Ii-, I P :;01-1 TiF---. ; 1 n - _. _ i -_ __ - VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT 'W-5 s FINISH GRADE ``- CAST IRON ADJUSTABLE «', VALVE BOX' TAPPING VALVE FLANGED CONNECTION REACTION BLOCK UNDISTURBED SEE EXHIBIT EARTH G-6A (TYP) e MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40. 2, CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/ THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD, 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW OFF ASSEMBLY PLUMB. 5. EXTENSION OF 'VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6. VALVESTEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36' OR MORE COVER.. WET TAPPING SLEEVE AND VALVE DETAIL BE DECEM R K Y 015 CIT Y OF ZEPHYR'HILL STANDARD DETAILS CITY OF ZEPHYRHILLS C,1UTILITY DEPARTMENT 39825 VE ALSTON AVENUE UE ZEPHYRHILL S, S FLORIDA 33642 PHONE 1 T W=2- H_ -0. F ' 1 ON 8 3 8q 029 AX 813 780-06 3 ) ( F` 9(1 BEND (TYP) - REDUCED PRESSURE BACKFLOW PREVENTER WITH FREEZE PROTECTION KIT STEEL BALL VALVE 1/2" EXPANSION (V200) 2' WIDE MATERIAL (TYP) CONCRETEIrA ' PAD-\1- la. I 4 • 1�-a si �x6-eW1.4xW1.4 FLOW WWF PSW-1 ADAPTER (TYP) SERVICE LINE SEE PLAN FOR SiZE AND MATERIAL 'TYPE (TYP) UNION (TYP) (TYP) -90' BEND (TYP) FLOW- SCH 80 PVC PIPE (OR' AS SHOWN ON PLAN) TYP NOTES; 1. SIZE OF BACKFLOW PREVENTER, ADAPTERS, ETC, SHALL BE THE SAME AS THE SERVICE LINE UNLESS NOTED OTHERWISE. 2, MATERIAL TYPE FOR BASE BENDS, VERTICAL RISERS, AND ABOVE GRADE PIPING FITTINGS (SHOWN PER ABOVE) SHALL BE SPECIFIED IN THE FLOW STREAM IDENTIFICATION SCHEDULE. 3. INSULATE ABOVE GRADE PIPING AND 'BACKFLOW PREVENTER ASSEMBLY AS SPECIFIED. 4, FREEZE PROTECTION KIT NOT SHOWN FOR CLARITY. Z OR LESS - REDUCED PRESSURE BACKROW PREVENTER DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER 2015. STANDARD DETAILS CiTY OF ZEPHYRHILLS UTILITY DEPARTMENT 39826 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 r PHONE (813)780-0029 FAX (813)780-0613 WMI REDUCED PRESSURE BACKFLOW PREVENTER NT5 SEE VALVE COLLAR IDENTIFICATION DISC DETAIL SEE EXHIBIT aA \� jf"+. t TRADING WIRE ADJUSTABLE VALVE BOX; SEE NOTE TRACING WIRE "Cw FINISH GRADE OR PAVEMENT HAND TAMPED BACKFILL AT TOP SECTIONT OPERATING NUT' CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON. THE PIPE FDOT #57 STONE (g' DEEP) PIPE COMPACTED FDOT T 11-III i 11- -I 1-11 II #57 STONE LENGTH G OF VALVE e WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (V BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE. 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2, VALVE STEM EXTENSIONS) REO'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36' OR MORE COVER,. GATE VALVE BOX NTS E 015 CITY : DECEMBER � M >.j F ZEPHYRHILL �► S �i STANDARD DETAILS .� STA CITY OF ZEPHYRHILLS UTILITY DEPARTMENT A 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 w PHONE (813)780-0029 FAX (813)780-0613 W3 2 GATE VALVE SOX NT5 CITY OF ZEPHYRHILLS 1 POTABLE WATER l� PLAN ViEW NOTE: 1. ALL LETTERING SHALL BE CAPITALIZED AND AT LEAST ONE INCH IN HEIGHT. 2. REMAINDER OF OPEN SURFACE SHALL BE CROSS HATCHED TO REDUCE SLIPPING ACCIDENTS- 3. COLOR OF BOX AND LID SHALL BE BLACK.. 4; A METAL REINFORCED PICK HOLE SHALL BE CENTERED ON THE LIFTING SIDE: OF THE LIT?. 5. THE OPTION OF HAVING LOCKING TABS TO PREVENT "FLOATING" SHALL BE BY REQUEST ONLY. 6. METER BOXES ARE TRAFFIC RATED (H-20). i� A 1 f B 1 0.75 IN ' 3 IN U. REMOVABLE PIPE 125 ENTRY AREA SHORT SIDE IN. LONG SIDE VIEW VIEW' DIMENSION SINGLE DUAL A 11-1/8 INCHES 14-5/8 INCHES B 18 INCHES 16-5/6 INCHES: C 12 INCHES 12 INCHES ALL DIMENSIONS ± 1/8 INCH POTABLE WATER METER BOX NTS °snJariX CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS �..:: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 335421 PHONE (813)7804029 FAX (813)780-0613 Ww17 POTABLE WATER METER BOX NT5 SERVICE TYPE. ingenium VALVE TYPE VALVE SIZE a OV -GATE VALVE BFY- BUTTERFLY VALVE g VALVE IDENTIFICATION ^I• BIER DISK ANCHORED TO CONCRETE f" PLANNING to ENGINEERING PV DIRECTION AND NO OF L-20 TURNS TO OPEN 14499 N DALE MABRY HWY 5UITE 250 Ao„ TAMPA, FL 33618 813.387.0084 1 f it LETTERS CAST IN 3 OU1 BRONZE DISK (TYP) CAST IRON LID WITH RAISED CORPORATION STOP (V208) LETTERS "WATER" PAINTED BLUE (P©TABLE) OR RED (FIRE) SERVICE LiNE, SEE SEE NOTE PLAN FOR SIZE AND 3T X If MATERIAL TYPE CONCRETE PAD FLOW NOTE LOCATOR WIRE ACCESS Z' SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ ADAPTER AS RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ T:r REQUIRED OF EXTRA WIRE WATER MAIN SERVICE SADDLE PLAN VIEW 0 5" Oc, 2' FROM TOP VALVE COLLAR AND IDENTIFICATION DiSK NTS E 1 : DECEMBER 20 5 CiTY OF ZEPHYRHILLS D :a STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ,• 39825 ALSTON AVENUEZEPHYRHILLS, FLORIDA DA 33542 PHONE (813)78-0029 FAX(813)780 0613 W=5 3 VALVE COLLAR NT5 N N NQ SiZE OF SERVICE SADDLE OUTLET, CORPORATION STOP, ADAPTERS, ETC, SHALL BE THE SAME AS THE SERVICE LINE SIZE UNLESS NOTED OTHERWISE. SERVICE TAP NTS ro j. f - CITY OF ZEPHYRHILLS STANDARD DETAILS DECEMBER 2015 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 3.3542 WM 9 PHONE ($13)780-0029 FAX (813)780-0813 4 SERVICE TAP NT5 #5 Bars Top #6 Bars #4 Bars Continuous Bottom I2' Returns, Or 12' Returns #4 Bar #4 Bars, S' cc, Top &Bottom Face Of Curb pro�on OF ill ( Each (Min.) _ _ (Same Below) - #4 Bar Want Flory ((f � (4x4-W4.OxW4.0 - ~ � ~ #5 Bars, With Nooks. i r i Welded Wire I I� Direction Of / I Opening I Bottom Reinforcement, II I 6" cc, Bottom Predominant Flow A 1 I Centered I „I I II B Center of Opening I I / Center Of Opening I #4 Bars, 12' cc Location Reference t Location Reference Or 4x4-W4.0 x W4.0 Welded Wire Reinforcement % I 40" x 20" TOP VIEW � ---�, - I 2 #4 Bars 18 6" _ Closed Stirrups 8" cc _ - �� Top & Bottom (Three Sides) " 17�" #5 Bar Top & `O #4 Bar (12' Legs) 17j6" Bottom, L=18 Adjustable Curb Box TOP VIEW TOP VIEW 171 (6" to 9" Curb Height) #5 Bar #5 Bars j� #6 Bar #4 Bars (Or Welded 3z" I 24' f±3 s") _I 3r" 1 Welded Wire Wire Reinforcement) Reinforcement a0L #4 Bar TRANSVERSE SECTION optional Key Optional Key (in Lieu Of Dowels) I I 6" Concrete I I (in Lieu Of Dowels) LONGITUDINAL SECTION 3'-6" Or 4'-O^ 8" Brick .�-6'• s' FRAME AND GRATE (Bottom Or Riser) (Bottom Or Riser) SECTI N AA �� (SEE NOTE 6 BELOW) (SEE NOTE BLOW) N BB 11'6" k" Bottom Lug (2 Corners) -1� �; Approximate Debris Free Capacity TOP SLABS L-L-� (0.02 Pavement Cross Slope) El GENERAL NOTES H U. I--� " $:" 3.0 w � 0 2.0 ~ I.0 FFFFLL Sae t il tec G e et G 4.1) Ut 1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb inlets Types I through 6. The typical application is an curb returns to city streets. The inlet grate is suitable for pedestrian and bicycle traffic. 2. This inlet to be located outside of curb ramp area in vertical faced curbs such as Curb and Gutter Type F. Grate shall be oriented with vanes directed toward Predominant flow. j� FT� E 1E� � � IJ 2r�d' TOO 90 80 70 60 50 Ointake 7QTotal (%) 3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201. I EFFICIENCY CURVE 4. All steel in slab tops shall have IW' minimum cover unless otherwise shown. Tops shall be either cast -in -place or TOP VIEW a: precast concrete. 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located _-i W 4._ I directly above bottom wail or riser wall. R 6. When used an a structure with dimensions larger than those detailed above and risers are not applied, the top slab Itu" �12 Equal Spaces 21-&'Equal Spaces 21-&' 3Y' R *, shall be constructed using Index No. 200 with the slab opening adjusted to 24"x36". The "Special Top Slab" on Index if if 09919 yw ~~ R No. 200 is not permitted. See Detail A See Detail B 7. Frame may be adjusted with one to six courses of brick. 8. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO HL-93 loading. Grates shall be SECTION DETAIL A DETAIL B reversible, right or left. GRATE DETAIL LAST Z DESCRIPTION: INDEX SHEET 0 2015 REVISION �, Fppp CURB INLET TOP TYPE 9 No. No. 07101113 .� DESIGN STANDARDS 214 1 of 1 � CURB INLET NTS STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD L CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.92q.7737 REV15ION N15TORY -- --/--/---- -- --/--/---- ----/--/---- ----/--/---- -- --/--/---- -- --/--/---- THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN IS THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 C04.DWG 155UE DATE 09/07/2017 PROJ MGR JP UTILITY DETAILS IV C04,4 5HEET NUMBER G I - -- PiI &I e.. i. �:. .: � 1 � I ii:I I I u o. i:n. t f,ll I.';L.. 1 61 1 1 2 Raised Or Depressed Iw" Chain & 11," Cold Shuts. Brick Adjustment or 2 Dla.(1-Piece Cover) Brick Adjustment or Grade Ring Permitted Identification Letter Type 1 Raised Or Chain Connection TO Crete � L De ressed Lo o See Table For lengths. When Grade Ring Permitted 3 Dia. (1-Piece Cover) (NJ,. 0"-Mex. I2) As Mjusteble Shall Include A g0�4 "ADJUSTABLE" On Cove! C N/n. EmbeOmen[ fIC.Id' Chaining Two Grates Together (Nln. 0'- Nax. 12) z Dia. (1-Piece cover)Plovitle Adequate Loap For Concrete Or wTop Of Segment Im M For Atlheslve eorttletl Grates) 8" Brick 3Ona. (1-Piece Cover/ ,i/ MChOf O IonEasy HaMling. c '�`t E h hPt See No[e 3 .V .. ; �HHz H(min.) Pick -Up Haleut ._ ^1 J 3�' Or F' 9J'1�J___i$' pti 4' DiaTon ue &Groove ^ roFOOT Thickness Of70°OralC 7 0 anal Riser Joint Ta Match RiserSTORM yr'Hr}• Dia. J-Type Or Threaded KeyStuctureWal36' Or If 4 D18.er 3-6' Oh, .� L1i Mlnlmum Valve For HJam Nut, Nut AnilEyebolt (Thru-Balted Or H (min.) Box Or Riser Dlameter Cll➢s Permitted SEWER Adhesive Bonded Anchor Installed C Dla. Fill Keyway Witn Grout H (min.) s h k OAHOn 3-O" Frame Wasber On Straight Bolt SECTION (WhenPresent) Segments may be Inverted. Openlnq for pipe shall be the 1'-0" 3-S' & 4�Per Specification Section 416 Using Note: See slab. Designs Index No. 200. BRICK OR CONCRETE PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE 1'�" s-m & Bil' OD plus B' (t 2' tolerance). If h can not be a[tamed' 7-0' >B-0' Type ve Adhesive) Or Protester QCP _ When Then (Regd.) pipe / TYPE 7 TYPE 8 �- then a top or bottom slab must be attached [o the segment Approved Connector MANHOLE TOPS 6' s n, < 0.15H (min.) h z 0.4H as shown below. Half To Two -Thirds Wall Thickness Cold _F h,.k 0.75H (min.) h a H (min.) \ l Surface NOTE: When Alternate "G grate Is specified, the chain, bolt, nuts, washer and cold shuts Cast nt `r 314" shall be galvanized in accordance with Section 425 Of the Standard Specifications. NOTES (TOPS) I I Joint Dowel Grout Grout trout SEPARATE RISER SEGMENTS WITH CONSTRUCTION JOINTS OTHER THAN DOWEL OPTION 16 TOP VIEW TOP VIEW TOP VIEW 1. Manhole top Type 7 slabs shall be of Class If mncrete. Concrete as D Riser Or Inlet Opening h \:1} `` y \A Cost of eyebolt and chain to be Included In the contract unit price for inlets. specified In ASTM C478 may be used for precast units; see General T _ TOP SLABS TO WALLS (Location Varles) Nate No. 3. Typical Location { TOP VIEW }_ Sump Depth Varies _ _ 2 Raised Or De Depressed EYEBOLT AND CHAIN REQUIREMENTS For Bottom Slab Continuous Reinforcement p (# Still Dowel Construction Joint [tlentlPlcatlon Letter 2. Manhole to Type 7 slabs ma be of cast -In- lace or recast Without Sump Outside Or Dowels Or Monollth/calf Cast Only 2'-0' Or 3-0" 3 4" latex Inlet Eye- I. P YP Y p p Y Y 01 / L Handling & Remarks Inside Inside I It incypnium Numberi e Bolts Of Chatn construction. The optional key Is for precast tops and In lieu of Weep Hole Fare I/2 " dowels, Frame and slab apeoings are to be omitted when top Is used Dia. Varies (12 StdJ Face Face .x I H `�5/ 7-P Or 3-0' v 74 Or 3-0' 3/4 " fats) 1 1 #-O` Slide & Spfn 1 ,y -IIF' j'- over a junction box. - H J/2' m n t. 7/2' (M812 ] 4'-0" Slide &Spin �c _ J Z ,:, m \ ' i FD T 217 (MB) 3 2 2 @ 4'-0- Slide & Spin 3. Manhole top Type 8 may be of cast -in -place or precast concrete T0 i r L - OF t^ r u ' 6 Grout Grou Grout Cold Cast Joinf c .", '," y :.O F -c (MB) 4 2 2 @ 4-0- Slide & spin construction or brick construction. For concrete construction, the It hi n, v T- a� (MB) 5 2 2 @ 4'HT Slide & 5 concrete and steel reinforcement shall be the same as the supporting Top or Bottom Segment; h z 2 Spin W Galvanized Hardware Cloth A h z zero and h, z 6' (H (min.) Tabulated Above Do Not Apply) h, z 2 and h z 6" PLANNING & ENGINEERING 11 YJ_ 9wall unit. An eccentric cone may ae used. WALL JOINTS118 low; I 3-8' Slide Or Slide & SpinT:1:1 N0. 4 coarse Aggregate 2 x Z x z Filter Fabric SEGMENTS FOR SLAB TO WALL DOWEL CONSTRUCTION JOINTS OR MONOLITHICALLY CAST SEGMENTSvI'3Is/a"219 (aw, RGD) I C-T Slide & Spin 4. Manhole tops shall be secured to structures by optional construction 144L19 N DALE MABRY NWY -�. -i F- NOTE: h may be less than 6' when approved by the Engineer, but not for inlet segments at finish grade elevation. ,,, 220 S 1 4-0' Slide &Spin joints as shown an Sheet 3. NOTE: Sump bottom appropriate for all connected and inlet types. Sumps are a be Dowel$ 8 �i gab 221 V I #-0' Slide & S constructed in inlet afro' manholes canrtectetl to French Drains unless excluded in Grout Thickness SUITE 250 SECTION WALL SECTION SECTION WALL SECTION SECTION 2 Raised Or Depressed pin 5. Frames can be adjusted a maximum 72 height with brick or precast the plans. At other locations, sump is to be constructed only where called for in COMPARATIVE SiDE VIEWS TAMPA FL 3N8 Iden[Iflcatlon Number 230 A I -7-O' Slide iLSTM C478 grade rings. the plans. Weep holes m be constructed m sump bottom only where called for in r Far Manholes For Curb Inlets Types 1, 2, 3. & 4 For Curb Inlets Types 7 & 8 Covers With And Without Ribs 23/ B 7 S-q' Slide &Spin the plans. Cost Of sump bettom and weep Hole to be included in the contract unit shau Bear the same Product Ribs to for inlet or manhole. Cold Cast MINIMUM DIMENSIONS FOR BOX AND RISER SEGMENTS 813.387.0084 TYPE I TYPE 11 Identification Number T TYPE III C I z-r slide &Spin 6. Substitution or manhole top Type B For manhole cop Type 7 is allowed ➢' Joint (Optional) BOTTOM VIEW D } z-ir Slide &Spin prouidM that minimum dimensions shown above are not reduced. SUMP BOTTOM BOTTOM SLABS TO WALLS Varies 232 E 2 2 @ 76 Slide & Spin 7. Substitution of Manhole top Type 7 for Type 8 Is allowed If the 7-0' Cover, Nonskid Surface i - H 2 1 @ 2-0' Flip Ctr. Grate and Slide & Spin Single Free Grate minimum thickness (h) above pipe opening cannot be maintained with 1. One or more types of joints may be used In a singie structure, except brick wall WEIGHT OF CASTINGS structure. Brick wall construction Is permitted on circular units only. t • d^ I or 2 @ V-e CM. Grates) Chained To One End Grate manhole top Type e. tI1I `(f%I (ibf i6' Per Ft. Grou[ (3:1 Sand�ement t� a ^ u'1 - 2. All grouted Joints are to have a maximum thickness of t". %� i ^ .,i F ] 3-b" Flip Or Slide &Spin Mixture 0r Any Class Option Il Lap 5p/ice: A[ Quarter Point Option 2) Lap Splice: Standard 97 *t 1�� D• AD If /! 4 V-I1 314 • DESIGN NOTES �'" 2 OPENING 3' OPENING Concrete) 3. Keyways s are to be of IVr" doe (30 Bar Diameters Plus Ver[Ical Wire Hooks F Corners 12' For #4's, V f "�� m Frame 'n 233 G I B-0" Slide y Y P' Spacing Plus 2 For WWR) 70" For #5's, 12 for #BsJ e.� ••.• w Pt�p 1. Manhole top Type 8 should be spec/fled In the plans when depths shown 4s •* 4M1' 1D1= i T e 2-Piece Cover 7-0' Lifting Loop 1. Joint dowels are to be #4 bars, I21ong with a minimum Of 6 bars per joint ` , , * E'.r 4• " YP Frame Cover (Std.) Frame above can 6e maintained. 2 `. Ci tJ�" r►' 1n5/de Outs)de Total -f approximately evenly spaced for circular structures or at maxlmum I2 spacing for .� hi •0 " 1 �•P M i 234 J ] 4'-0' Slide & Spin I2 (MInJ rectangular structures. Bars may be either Adhesive Bonded Dowels in accordance J s �'Ia,�,'� nxxryrr++ I " 155 t40 220 190 220 410 /th 5perlfiret/On Section 4t6, or placed epprOxI, We,Iy 6' Imo fresh concrete leaving lW Min. trip.) `M° +�' 1k0, 60366 I•• E I! ]45 I90 255 190 220 410 3• - EYEBOLT AND CHAIN FOR LOCKING GRATES TO INLETS the remalrrder to extend Into the secondary cast. Welded wire fabric may be Top Slab ^'� Ribs (Optional) Bituminous Coating On Face Or FOR ALL STRUCTURES UNLESS' EXCLUDED BY SPECIAL DETAIL substituted for the dowel bar in accordance with the egvivalem steel area table on Ud Lap Splice t ..... e°^, , 1. 0: w II! 90 790 7B0 l90 220 410 Concrete And Around Pipe Sheet 4. Bottom Slab ++� 1' 8 314' Masonry Seal for ALL PIPE TYPES Structure wallJ L � r i ICI = T- `Includes TyOe 1 Adjustable FOOT Beret Cut Upper Stub To Match Forming For apron Face Prior To Placing Base Material p I DRAINAGE STRUCTURE INVERT 5. Minimum cover on dowel reinforcing bars Is 2'to outside face of structure. «e y • +r 5/B ' 3" Nln. Precast Opening W ]'-9 3/4 ' Capping Or ➢tugging M Upper Stub Not Required (Fria6/e Remove R/prap, Cement PVC Cep Filter Fabric Wrap 2 w 4 section sraRM ➢ �I ..O, STA ... Base Materiel nt Stub Opening Shall Be Removed To Permit On Lower Stub And Piece Compacted 6. Joints between wall segments and between wall segments and top or bottom slabs may we e NOTES (FRAMES, AND COVER) SEWER 7 -1 ] 1/7' 1 be sealed either by preformed plas[k gasket material uslnq the praredures given to Wall Reinforcing • '"( Covering Of Opening With Structural Course Material) Fill In Entrance. Structure Wall Section 430 of the Speci/icaians or by non -shrink grout, in accordance with Section �' * a • �' 1' 0 Min p SECTION c P (NOTE: NOT APPLICABLE AROUND MANHOLE AND RISER OPENINGS) �r •- L ... ** �i.. �\ -0 ; 7. The stanaartl cover /s to be used for all frames Types !, I7, !!f and the II 934 of the Specifications. Ma>--- 2.piece cover, and is the replacement cover for all previous frames with II i:F See Inset A I /' •••••••* - _ 11$" deep seats (traffic type). The 185 lb. cover (nan[raf/ic type), 7981 Standard COVER FOR ALL FRAMES R/prap Entrance I V. Mortar Per Specification Section 425 7. Inset[ products approved by [fie Engineer may be used in lieu of dowel embedment. f!. \` r REBAR STRAIGHT END EMBEDMENT - j Roadway and Traffic Design Standards Index No. 201, is the FTop Of Subgrade P/PE To Be Placed I 1 •' b Brick Masonry Or Any Class Concrete `,{ replacement cover for existing frames with W deep seats. Installation In App...lmate Center I 11 I % of From with i5' deep seats Is not permitted. Of Opening. 1 1 !1 ( Required For Gaps Greater Than 2W OPTIONAL CONSTRUCTION JOINTS FOR TOP AND BOTTOM SLABS ftPl{ 111t i Pick -Up Holes Z-11 314 . 'k 2. Use the 2-O' cover, unless the 2-piece cover is called for in the plans, a - 2 c Option 3) Lap Sp/Ice: • except at Inlets and manholes with sump bottoms use the 2-plece cover Z 7-0' R c c Saif Compacted To Density s Corner Spliced ear (30 Bar Diameters, But Nat Less d N when the sump depth exceeds 2, unless otherwise noted. I 4• PVC Pi 45' Lateral And Stubs L = (Mint - Than Two Vertical Wire Spacings Plus 2' Far WWR) mL 1'-10 !/I6' ° Pe' - 1I1f'?� Required 1n Specification S. I Pipe Waif & DESIGNER NOTE: 1, Grout Seal or Integral Cast N Section 125 Described „" ,,,, q For Use Wlth Types I, It and As Bedding zone. a^I I -W WALL REINFORCING SPLICE DETAILS Consider using the 2-piece cover where .Pths exceed 9 and man al entry Ill Frames Wlth 3'-0' Opening Note: Cast o/ a firkin s and sandbe STATE OF FLORIDA Front Vlew may he rcqulred Ior cleaning. Clearly note the requirement for a 2-pfero pip . g gging to be Included in the contract I TYPE i ADJUSTABLE cover, on the Drainage structure sheets In the plans. 2-PIECE COVER 2-PIECE COVER a unit price far inlets. FILTER FABRIC WRAP ON GROUTED INSET A a I DESCRIPTION; TEMPORARY DRAINS FOR SUBGRADE AND BASE PIPE TO STRUCTURE )DINT AUTHORIZATION NUMBER LAST 2015 INDEX SHEET LAST 1�1 DESCRIPTION: lNDFX SHEET rA.sr Y DESCRIPTION: INDEX SHEET REVISION FD SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS No. No. r REVISION N - 2015 NO. NO. REVISION 2 ,�.,,,,•,� 2075 ND. No. 01/01/12 DESIGN STANDARDS 201 1 of 5 07/01/12 FFD DESIGN STANDARDS SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS 201 2 of 5 07/01/14 F�:i�y DESIGN STANDARDS SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS 201 3 of 5 8370 I PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD Skewed Pipe EXAMPLE TABLE OF EQUIVALENT STEEL AREA GENERAL NOTES A a 7,, v, h f. Pipe & Structure I J Pipe Opening E Pipe GRADE 60 EQUIVALENT GRADE 40 EQUIVALENT 65 KS1 SMOOTH EQUIVALENT 70 KS/ DEFORMED 1. For square or rectangular precast drainage structures, either deformed or smooth welded _ z `JS REINFORCING BAR REINFORCING BAR WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT wire reinforcement!n accordance with Sperifcatlon Sectlan 937: u ` SCHEDULE Steel at/n. Steel Min. steel Min. Steel h \ _ per Size & Spacing Area Bar Size & Spacing Area Style Designation Area Style Designation Area al Width and length of the unit is four times the spacing of the cross wires. _ _ _ _ = r, 4 Skewed Pipe Skew \ " \ (ill'/ft) (Irt'/110 (Ina/ft) 0110/ft) I u-. § 1 b)Wire reinforcement shall be continuous around the box, and lapped In accordance with � _ ==-� #3 @ 4W Ctrs. 3'xX-W4.6xW4.6 3'x3'-D43xD43 I _ I #3 @ 617 Ctrs. Option 1 or 3 as shown in the Waif Reinforcing Splice Details. - - A 010 #4 @ B° Ctrs. OJO Cx4'-W61xW61 0.1846 CxC-OS.7xD5.7 0.I774 - ��- --- --_- - - #4 ®12 Ctrs. #5 @ 12 Ctrs. 6'x6'-W9.2xW9.2 6•x6"-D8.6xD8.6 Top Corner Bar 1. Horizontal steel in the walls of rectangular structures shall be lap spliced in accordance (See Note 3 Below) �� =_ \/� •I r,* I z M #3 @ 5W Ctrs. #3 @ 3W Ctrs. XX3'-W5.SxW5.5 ,Tx3'-D5.1xD5.1 with Option 1, 2 or 3 as shown in the Wall Reinforcing Spike Details. F�-I a #4 @ 10' Ctrs. 0.24 #4 @ 6IV Ctrs. 026 Cx4•-W7.4xW7.4 0.2215 4"x4--D6.9.D6.9 02057 ProC. iide 4 Extra t ra tl Corner 04 Bars , Skew Min. AJ#5 @ to" Ctrs. 6°x6'-W11.1xW11.7 6"x6'-D10.3xD103 3. We of splices and laps is permitted. The requirements and restrictions placed on t welding in AASHTO M259 shall apply. Evenly Spaced). Tie To TheLA O #3 @ 3' Ctrs. 3"x3'-W61xW61 3'x3"-D5.7xD5.7 Outside Of Vertical Wall ReIN. I #3 @ 5' Ctrs.. - f Wall Spada! 1 0167 #4 @ 6" Ctrs. 0.40 CxC-W81xWe1 0.2465 4•x4"-D7.6xD7.6 01289 4. Reber strai ht entl embedment of peripheral reinforcement ma be used In lieu of Act #4 @ 9' Ctrs. 9 Y #5 @ 9" Ctrs. B'x6^-W12.31W1I.3 6'x6'-071.4xD71.0 standard hooks for top and bottom slabs except when hooks are specifically cal/el) for in M�3' I'-3 the Plans or standard drawings. n- 111" - - _ - - - - #3 @ 3y( Ctrs. #4 @ C Ctrs. 3'x3'-W8.5xW8.5 }x3'-D7.9x079 Dowel Construction Joint Or C #4 @ 6W Ctrs. 0.37 #5 @ 6;V Ctrs. 0.355 Yx4"-WI7.IxW11.4 0.3415 4'x4•-D70.6x010.6 0JI71 Monolithn.11y Wall & Slabs S. Concrete as specified In ASTM C478, (4000 psl) may be used in lieu of Class 11 concrete in - #5 @ 10' Ctrs. #6 @ 9yz' Ctrs. 6'xb'-W77.lxW17.1 B'r6'-0I5.9x015.9 I'. J - F• I Structure Bottom V precast Items manufactured In plants which meet the requirements of Section 449 of the 1' � a■-■F�■ Min, #4 @ 4$' Ctrs. #4 @ 3" Ctrs. 3"x3'-W12.2zW12.2 3'x3'-011.4xD17.9 Specifications. MIA D #5 @ 7' Ctrs. 0.53 05 @ Ar Ctrs. 0.795 CKC-IN 0,4892 Cx,r-D15.Ix015.1 OA543 h, x T-P (See Notes 2 and 3 Below) W #6 @ 10' Ctrs. 06 @ 6W Clrs. 6'x6'-W24.SxW243 B'x6'-022.7,022,7 I6. Precast opening far pipe shall be the pipe OD plus 6" (i 7 tolerance). Mortar used to seal - the pipe into the opening will be of such a mix that shrinkage will not cause leakage Into or #4 @ 3' Ctrs. 05 @ 3W Ctrs. 3'xX-WI6.8xW16.8 31x3• 1)116xolsh DESIGNER NOTE: Use only when d structures are nor practic al, out of the Structure. ory-park mortar may be used In lieu of brick and mortar construction round rucg Pipe &Opening E #5 @ 5" Ctrs. 0.73 #6 @ 4{$• Ctrs. 1.095 CxC-W22.SxW22.5 0.6738 4'x4'-D20.9xD10.9 0.6257 engineer o/ retard approval required. #6 @ 7" Ctrs. #7 @ 6W Ctrs. 6'x6'-W33,7xW33J B'x6"-D3L3xD31.3 to seal openings less than 2W wide. - PLAN VIEW FOR SKEWS s 45' PLAN VIEW FOR SKEWS > 45° W #5 @ 3W Ctrs. #6 @ 3" Ctrs. 3'x3'-W24.5xW24.5 3'X3'-022.7xD22.7 7. For pay item purposes, the height used to determine if a drainage structure is greater than PICTORIAL VIEW F #6 @ 5' Ctrs. 1.06 #7 @ 41S' Ctrs. 1.59 CxC-W32.6xW32.6 0.9785 4'x41-D30.3xD30.3 0.9086 10 feet shall be computed using; Not Centered) (Not Centered) #7 @ 7' Ctrs. I #8 @ 6" Ctrs. 5'x6"-W48.9xW46.9 I 6 'X6'-D45.4XD45.4 a) the elevation ol the top of the manhole lid, NOTE: 1. Submit Shop Drawings of corner openings for approval by the Engineer of Record. \J i5 @ 3' Ctrs. 3'x3'-W28.6xW28.6 3'x3'-026.6xD26.6 b) the grate elevation or the theoretical gutter grade elevation of an Inlet, or #7 @ C Ctrs. c) the outside top elevation of a junction box less the flow line elevation of the lowest 2. h, may be less than V-O' when a minimum T-0' deep segment, 6' slab or curb inlet Special 2 #6 @ C Ctrs. 1.24 #e @ 9 Ctrs. 1.86 CxC-W38.2xW38.2 1.1446 Cx4'-D35.4xD35.4 1.0619 pipe or to top of sump floor. Is provided above the corner opening. E ■ ■ #7 @ 5W Ctrs. B'x6'-W571xW57.2 G'x6'-0L 53.IxD53.1 Riser Or Inlet Top IJ Top Slab ` ` f� 8 3. For Inlet segments at finish grade elevation wbstltute a #8 Bar for the top �,J S �l #6 @ 3$' Ctrs. #7 @ 3' Ctrs. 3'x3"-W33.7xW33.7 3'x3'-037.3xD31J G #7 @ S Ctrs. 7.46 #8 @ C Ctrs. 1.79 CxC-WM9XW33.9 1 "�7 Cx4'-D41.7xo4L7 ].2514 earner bar when I'-0' s h, a Z-0'. Pipe Opening For 1ppening Normal Pi RECTANGULAR SEGMENT WITH For PSkeeweOd P/pe NOTES FOR PRECAST OPTIONS & EQUIVALENT REINFORCEMENT SUBSTITUTION PIPE OPENING AT CORNER 1. Details for optional precast inlet construction up to depths of IN are shown on the inlet indexes. continued... - When a reduced area of reinforcement is provided, any maximum bar sparing shown must 2. When precast units are used in conjunction with Alt •B' Structure Bottoms, Index No. 200, the also be reduced as determined by the following equations, unless otherwise shown: Interior dimensions of an Alt. 'B" Bottom can be adjusted to reflect these inlet interior Pipe dimerrslons. Max. Grade 40 Bar Spacing - Grade 60 Bar Spacing Max. Smooth Welded Wire Spacing = Grade 60 Bar Spacing x 0.86 3. Concrete which meets the requirements of ASTM C479 air Class IV must be used for precast Max. Deformed Welded Wire Spacing = Grade 60 Bar Spacing x 0.74 structures constructed with 6' wall or slab thickness. When an Increased area of reinforcing /s provided, then the maximum bar spacing may be Bottom Slab 4. Reinforcement can be either deformed bar reinforcement or welded wire reinforcement. Bar Increased by the squared ratio of Increased steel area, but not to exceed IT: - SECTION AA reinforcement other than 60 ksl may be used, however only two grades are recognized: Grade 40 Steel Area Provided (Pipes Not Shown For Clarity) and Grade 60. Smooth welded wire reinforcement, will be recognized as having a design strength Max. Bar Spacing Provided s Max. Bar Spacing Required x (Mtn. S[ee! Area Required ) \ O of 65 ksl and deformed welded wire reinforcement will be recognized as having a design strength - of 70 ksl. The area of reinforcement required may be adjusted In accordance with the In no case will reinforcement with wires smaller than W3.1 or D3.1, or spacings greater than EqulvaleM Steel Area Table provided. Far bars and spaclags no given, the steel area required 9" be permitted. Bar reinforcement shall show the minimum yield designation grade mark orDETAILS FOR SKEWED PIPES IN € can be determined by the following equations: either the number 60 or one (1) grade mark line to be acceptable at the higher value. € - a Maximum bar spacing shall not be greater than two (2) times the slab thickness with a RECTANGULAR STRUCTURES -%h Grade 40 Steel Area = Asia = 6q x As60 maximum spacing of 72 or three (3) times the wall thickness, with a maximum spacing d0 of 18' for vertical bars and I2 for horizontal bars. Wires smaller than W3.1 or D3.1 are Smooth Welded Wire Reinforcement Steel Area - A565 - 6O x AS60 permitted in the walls of ASTM C 478 round structure bottoms and round risers. 65 R Deformed Welded Wire Reinforcement Steel Area = VO = W x As60 ° ,I LAST 70 LAST 1p1 DESCRIPTION: 2015 /NOEX SHEET LAST DESCAIPrION: 2015 INDEX SHEET AEvlsroN v, FFFFFFFF SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS NO. N0. REVISION SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS No. No. -•., . I I ill 07/01/13 DESIGN STANDARDS 201 4 of 5 07101112 �f' DESIGN STANDARDS 201 5 of 5 C)=2=���������� UPPLEMENTARY DETAILS FOR MANHOLES NTS v.. Ln Z Q J 3,-4,. 2W IL 5'-m Precast EBt 6' i GENERAL NOTES Z-4" �7� e-e & e'-e" 2YJ' CLIENT: It; ` Min. 'S - � ?• 71" 7 2" CASs IRON GRATE NOT o0 A B - 3 c 7. This inlet is primarily intended for use adjacent to concrete barrier walls on paved shoulders. Use 37 2y.,I 13'" �' tO 4' N 2' 1h" PERMITTED ON INL;T TYPE P y„ �11b ��--II'l. Rr I� c �� of the inlet adjacent to other ova!) types shall be approved b the Drainage Engineer. The inlet is --r1 --t-,_- I-- j YP PP Y 9 � �- �L ___llll suitable for bicycle and octasianal pedestrian traffic, with roller bar installation (see inset B) but '�=� I _ - _� Pipe should not be placed in a designated pedestrian travel way. It is not intended for use in curb and T o o���- B IV-o° 6" C-l-P �;�-r­�\ 1 gutter or other areas where throated inlets are required, nor areas subject to high debris. € Of Grace �' 1:IHIT ITD000 11�0�0 OOODET ITH 1110 OOOODD� 6' 4'-0` Center of Box 6" Precast I 1 �! MCCON BUILDING CORP. `s a t -Extra #4 T T q � 4 .Ir S[a./Offset 1I '' I I I I ly h, o o hi -J 4 'h � -T h, u I 1 _ Itiy'CL 1 -Bar Each Slde / 2. Inlets located in embankments constructed with earth anchored retaining wall shall be designed with N �, 105q CIRCLE DRIVE u Location II I o 00���1ITET ITID ODD00 Ell III 1HE b a �, - -�1 And Above ! � minimum depths to reduce adverse impact on the anchorage system. Runs of pipe parallel to and � �� x' x' A Pipe Openings 1 '� 1q� I I / I I near anchored wall shall be avoided wherever practical, Special coordination must be exercised HIGHLAND, WI 53543 A ry th � _ I - - - '/ during the design and construction of storm water systems within anchored wall systems. I_ z -i� 1 Iyr"I , - 3� j , �, f, I "' I - I -1 I- N � Iv_F � �2 � - � PHONE: 606.92q.7737 3" Clear Eyebolt See c_ 2" 7' Index 201 I I I I N �I -~-I ICY Masonry Seal 3. Inlet bottoms and/or tops may be either precast or cast -in -place. Whether cast as a single unit or 1;y �if� �I� 1i4• ! . 1'h" 1#" ,� I 6'fi" $ I 8� I I For Precast Inlets HALF SECTION CAST IRON GRATES ', i ry h -I 1^ � � _ _ �k = i See Index t I as multiple segments, and whether precast or cast -in -place, the upper T-3" of the inlet shall be reinforced in accordance with sections CC, DD and EE. TYPE C TYPE E TYPE H (3-GRATE INLET) TYPE H (4-GRATE INLET) a 4 (TYPE F SHOWN, TYPE G SIMILAR; GENERAL NOTES Approx. Weight 235 Lbs. Approx. Weight 465 Lbs. Approx. Weight 725 Lbs, Approx. Weight 967 Lbs. PLAN PIPE OPENING SCHEMATIC 4. AN exposed edges and corners shah) be 341 chamfer or tooled to Y radius. 6 a` ]. These inlets are designed for use In ditches, medians, pavement areas, or CAST IRON GRATES �5, other areas subject to heavy wheel loads, minimal debris, and bicycle B-0d" 4'-0" 5° Y-01 S. C-I-P 5. When Alternate G grate Is spec/fled In the plans, the grate Is to be hot -dip galvanized after m clearance over Rivets 3" 3-0" 3° Precast traffic. This inlet may be glazed in areas subject to occasional pedestrian s s REV15ION H15TORY traffic such as landscaped areas and pavement areas where pedestrians fabrication. Field installation of the filler bar called for In Inset B w)11 not be permitted, thereby NOTE: USE TYPE E y y y IDLY J VVII''11 J I I P P 3-2%" 3_A61 10 Equal Spaces Y-7r5" 2-1%" 7-1r6" 2'-I�i' 3'4" Chamfer Or Radius Z-I I" requiring tolerance adjustment during fabrication and/or casting, or, matching grate to structure 3� 25 Equal Spates 75 Equal Spates 11 Straight Bars h , I can walk around the inlet. When inlet is placed in areas subject t0 bicycle 3d' Chamfer Or Radius clot fo alvanizin � I traffic, Install filler bar when clearance or gap Is greater than 7" as P galvanizing. I 74 Straight Bars 74 5trelgh[ Bars trip.) " y '- --/--/---- -- --/--/---- - a' shown in Index 218 Inset B. 2 End -Bearing Horiz. Wall _ _ _ _ m 5, 2° Cl )End -Bearing 33yd• Reinforcing 11 II I 1_ ry a, -L =IL 6. All reinforcing Is Grade 60 bars. See Index No. 207 for equivalent area of welded wire fabric. - z-4' ,V_N` Band sand Band (Typ.1 v, c 2. When Alternate G grate is specified in plans, the grate is to be hot dip -- --/^^/^-^^--/�-/���- See Table 1) - �, a m >i �'A_ _ _ 0 3 g in > galvanized after Fabrication. 7. All dimensions are far bath precast and cast -in -place Inlets unless otherwise noted. `v m C-I-P 8" I y o t - - - o -- -- -- ---- -- -- -- ---- 11 1 o tl1 N a C V 3" CL n m a / / / / Precast G 3• Clear. I 3' Clear o c d _= 1 - 3. These inlets may be used with Alternate B structure bottoms, Index 200. N h m .• , m N o r;� s Y-e 8 C-1-P & For supplemental details see Index Nos. 200 and 201. in B h v -� It o : E The inlet and bottom combinations are to be paid for under the contract w, m a ry IT 1 �� -I : ' 6' Y-B' 6° Precast ro a ._. nm N ry #4 Bars t; '^ o m _ _ unit pace for inlets (Dr Bat) (Type F for G)) (J Bat. Depth), Ea. a m o v v1 o a o o in -/--/---- ----/_-/---- c E c ; _ - - - 9. Inlets to 6e aid for under the contract unit for inlets {Barrier Wall), Each.' c c a, v, c c c ® 12" Ctrs. i c y E ir4 Bars I I� P h ro ro n+- b] m 11- #4 B rs 17 Ctrs. II u a S u /2' _ Ih -f ^ 41 m ro ® 12' Ctrs. 4. Al) exposed edges and corners shall be -%' chamfer or tooted to �" radius. ----/--/_--- ---_/--/_--- 16 6 Band Band Band (TYp•) - +- %- Clearance p = b fc 5. For supplemental details, see Index 201. Field Installation (See General Note): Over Rivets (rypj 1 TYPE C TYPED TYPE E TYPE H [2-GRATE INLET) -- --/--/---- -- --/--/---- #4 Bars 0 11' Ctrs. (B' Slab) 04 Bars � L m a. 6. All reinforcing Is Grade 60 bars with 2" min. cover unless Otherwise noted. When clearance (c) exceeds V" a one-piece round � Straight Bars 2'x W Straight Bars 2' x Y4' Straight Bars 2" x I/ Straight End -Bearing Bars 2' x Banding Bars 2° x 1/ TYPE H 4-GRATE INLET Or 8' Ctrs. (Precast B' Slab) 12" Ctrs. ro ' N S w, 9 9 9 9 l 9 4 9 4" ( ) u " y Bars to be cut or bent far 1W clearance around pipe opening. Provide one Non -Chamfered bar shall be added to the end of the cross bars Reticullne Bars 1 %' x air; Reticuline Bars 1'/" x Via° Reticullne Bars l y" x 3ie Straight Bearing Bars 7 x %' Approx. Total Weight 310 Lbs. Straight End -Bearing Bars Z' x Io" ----/--/---- -- --/--/---- SECTION AA a o a SECTION BB C o X additional #4 bar above and at each side of pipe opening, as shown. C and end band angles to reduce the clearance (c) Bands 2" x %' Bands 2' x yd' Bands 2" x Ie' Reticuline Bars 1y" x 3rtd' Reticuline Bars 1%" x 3id' Sod to V or less. After weldingbar in lace, clean P Approx. Weigh[ 704 Lbs. Approx, Weight 790 Lbs. Approx. Weight 275 Lbs. Banding Bars 2' x 3Sd' ry - -� 7. All dimensions are for both precast and cast -In -place !Nets unless bar and damaged grate coating and Coat with a Approx. Total weight 368 Lbs. THE CIVIL ENGINEER REGULARLY UPDATES (18 Spaces, 19 Bars) erg, otherwise noted. c STEEL GRATES ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A ❑ L 3x3A6 C I SECTION CC coo! tar pitch varnish. 2 �F6 3i° Notch Permitted 1 NOTE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated. PROJECT. AS A RE5ULT, THE DATA INCLUDED IN ANY (At The Option m The CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEA5E rLam-' GENERAL NOTES DOE5 NOT NECE55ARILY REFLECT THE COMPLETE ManufSCOPE OR CONTENT A5 DEFINED IN THE CONTRACT. I. These inlets are suitable for bicycle traffic and are to be used in ditches, non -traversable slots. Subject to the selection described above, when Alternate B. Sodding to be used on all Inlets not located in paved areas and paid for under SOD ONLY L 3x3x3Se - medians and other areas subject to infrequent traffic loadings but are not to be G grate is specified !n the plans, either the steel grate, hot dip galvanized after contract unit price for Performance Turf, 5Y. THE CONTENTS IN THESE FILES MAY THEREFORE BE placed in areas subject to any heavy wheel loads. These inlets may be placed in fabrication; or the cast iron grate may be used, unless the plans stipulate the PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND ry nlet a"t" N. areas subject to occasional pedestrian traffic such as landscaped areas and particular type. 9. Far supplementary details see Index No. Z07. SUBJECT TO CHANGE. FURTHERMORE, THE Cy* SY j� 3ie pavement areas where pedestrians can walk around the inlet. INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE G 0.43 10 17J SECTION DO RECOMMENDED MAXIMUM PIPE SIZES INSET B - 4. Recommended maximum pipe sizes shown are for concrete pipe. Size for other 10. All reinforcing !s Grade 60 bars with T min. cover unless otherwise noted. PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL 7 f 0.34 9 1 '� - 2. Inlets subject to minimal debris should be constructed without slots. Where types of pipe must be checked for fit. Bars to be cut or bent for ]W' clearance around pipe opening. Provide one IDEAS REPRESENTED HERE BY THIS INFORMATION V .,*For Estimating HORIZONTAL WALL REINF. SCHEDULES INLET INSIDE WIDTH PIPE SIZE debris is a problem inlets should be constructed with slots. Slotted inlets additional #4 bar above and at each side of pipe opening. SHALL NOT BE U5ED, ALTERED, OR REPRODUCED IN Purposes Only L 3x3xiia D located within roadway clear zones and areas subject to pedestrians shall have 5. All exposed edges and corners shall be 3d' chamfer or tooled to yf radius. ANT MANNER WITHOUT THE D(PRE55ED WRITTEN D Y C I 7fi' tripe F1 I8" _J TYPE F INLET (TABLE I) traversable sorts. The traversable slot modification is not adaptable to inlet CONSENT OF THE CIVIL ENGINEER. THESE PLAN5 ARE 1'�i' Sod 4'-0' (Type F) 30" Type H. Slots may be constructed at either or at ends as shown on tans. � STEEL GRATE WALL AREA MAX. SPACING YP V P 6. Concrete infer pavement to be used on Inters without slots and infers with SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF 3" Concrete Pavement DEPTH SCHEDULE fln'lft) BARS WWF 4'-10' / S-O' (Type G) 42" k Traversable slots shall not be used in areas subject to occasional bicycle non -traversable slots only when called for in the plans; but required an a71 SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF Steel Grating, Straight Bars 3'xyd' PAVT. AND SOD traffic. traversable slot Inlets. Cost to be Included In contract unit price for inlets. THE CIVIL ENGINEER 15 PROHIBITED. Notes: Reticullne Bars 2°x3¢d' 0' - 4' Al2 0.20 12" 8" Note: Recommended sizes are for concrete pipe. Quantities shown are for information only. 1. Pavement and/or sod to be used only where called for In the plans. 4' - 7' A6 1 0.20 1 6" 5" Sizes for other types of pipe must be 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated. 1. Cost o/ vim to be Included in cost of Inlet. TYPE F 7' - I2 B5.5 0.24 5W 5" verified for fit in accordance with Index No. Steel rates are to be used on all inlets with traversable slots. Either cast iron PROJ # 170061 paving 9 7. Traversable slots constructed in exlsting Inlets she!! be paid for as Inlets R 201, For larger pipe sizes see Note 3. n or steel grates may be used on inlets without slots where bicycle traffic is not partial. For conversion work and method of payment see TRAVERSABLE SLOT PAVEMENT AND SODDING r2 - Is spatial 7 0.267 s a" z P P y DWG NAME 170061 C04.DWG � anticipated. Either cast iron or steel grates may be used on all inlets with INLETS (PARTIAL) FOR EXISTING INLETS'. DESCRIPTION: NOTES ALL MATES SHALL EIE TRAFFIC RATED. 155UE DATE 09/07/2017 Last111FY 2017-18 INDEX SHEET LAST Zi DESCRIPTION: 2016 INDEX SHEET PROD MGR JP REVISION F..t DIITCH BOTTOM INLET TYPES F AND G No. No. CArTRACTAi SHALL MODIFY W.ET TO FIT TYPE E C>wNATE REVISION �, FOOT DITCH BOTTOM INLET TYPES C D E AND H NO, No. 11101116 DESIGN STANDARDS 233 ]of 2 � 9NALL PWDED WAPJ I N" SNOp ON41WA 07101110 � .�- DESIGN STANDARDS 232 3 Of 7 UTILITY DETAILS V DITCH BOTTOM INLETS TYPE F 2 NTS C04e5 _-::35HEET NUMBER - - - �. n;i1il :iY�.iI..�.1� 1�1..11. -�.- - - - - - - -- i c IlLut.�t., l',37t1T,�,�=;�1��-oTi-n 1 I � I i SANITARY PROFILE 57-EX-SSMH ......................................................................... s...................................................................... . ..................>..............................................d.......................;..............................................°.... '....................... ....................... '........................ `....................... ........................ '................. ......'........................ ....................... '....................... '............ ........... ....................... EX-55MH .......................................................... ............ :............ .................. ...... ........................ ............................................................................................... 110 � S5 S3 S2 SI 110 V Q s V Q Lu • J w q }-. 4 w .... LL.J......... w .. LLJ W LLJ ........................ .......................e...................... ................................................................... a o ........ a t]r �ci .. ` ..... ..... ....` ..Z . ...1 a r A%i...... .. ............... ....• ...._Z.:.....5... N ................. ................. ................. z ..._5[..... Lci J ... ....----...--'--- -"------'------ ------------"-' a....iLl ----..................J.............................. .; ................... ................................................. o . ................. ................. ................. ....... ... .... ... ................ ................. • V v J Q... W U -9 6 � • PROPOSED Q - �o w Is. w o `v 0 o • BUILDING ....... ...... ............. FFE:g8.00' .......................'.......................I....... 's .... - 100 : 100 ..................................................................... 7:7 P$3 46. L.F. 6' PVC @ 2. 700% 7L.F. 4' P C @ 2.00%: qO 2 L.F. q' PVC @ q0 P52 P51 50 L.F. b" PVC @ 2.00% 47 L.F. 6" PVC @ 2.00% STORM WATER PIPE (PA2) 1,250 GA LON GREW INTERC9PTOR DETAIL: 4, 5HEETC04.2 80 i 80 HORIZONTAL SCALE: N20' VERTICAL SCALE: I'=5' SANITARY PROFILE 53.5-53 53.4 S3.3 i 53.2 53.1 53 110 1 ILO W W s W w J Q Fri W W ua i v� �ci ,.ri 'ao Lu ao JQ �� JQ vL �a vLU . PROPOSED ap :90 :ate FFE:%.00' WALL 100 100 PS3.5 L.F.:' PVC @ . P53.2 PS3.1 F53.4 15 L.F. 6':. PVC @ LOp% 7 L.F. 6' PVC @ 1.00% q0 5 L.F.: 6' PVC @:2.00% R53.3 42 L.F. 6' PVC @:I,Iq% 80 1 1801 HORIZONTAL SCALE: I"=20' VERTICAL SCALE: 1's5' .. SANITARY STRUCTURE TABLE STRUCTURE STRUCTURE RIM INVERT INVERT NAME TYPE ELEVATION IN OUT EX-SSMH EX MANHOLE qb 50 g1.40 (PSI) ADJUST TOP TO GRADE 51 6" CLEANOUT DETAIL 5, SHEET C04.3 g8.g0 g2.33 (P52) 92.33 (PSI) 52 6' CLEANOUT DETAIL 5, SHEET C04.3 6113.50 93.33 (P53) g3.33 (P52) 53 6" CLEANOUT q7 65 44.13 (P54) g413 (P53) DETAIL 5, SHEET C04.3 g4.13 (P53.1) 53.1 6' CLEANOUT DETAIL 5, SHEET C04.3 g7.70 g4.20 (P53.2) 94.20 (P53.1) 53.2 6' CLEANOUT DETAIL 5, SHEET C04.3 g7.87 g4.35 (P53.3) g4.35 (P53.2) 53.3 6" CLEANOUT DETAIL 5, SHEET C04.3 q7 80 q4 85 (P53.4) g4.85 (P53.3) 53.4 6" CLEANOUT DETAIL 5, SHEET C04.3 q7 g5 g4.g6 (P53.5) g4.g6 (P53.4) 53.5 BUILDING STUB OUT 96.35 %.00 (P53.5) S4 GREASE TRAP g7.80 DETAIL 6, SHEET C04.3 54-IN GREASE TRAP STUB IN g7.65 g4.47 (P55) 54-OUT GREASE TRAP STUB OUT g7.75 g4.27 (P54) 55 6" CLEANOUT DETAIL 5, SHEET C04.3 g7 q0 94.51 (P56) g4.51 (P55) 56 6" CLEANOUT DETAIL 5, SHEET C04.3 g7.% g4.g5 (PST) g4.g5 (P56) 57 BUILDING STUB OUT g6.35 %.00 (P57) PROFILE NOTES I. CONTROLLED BACK FILL TO BE PLACED IN 6" L005E LIFT AND COMPACTED TO 100% A5TM D6g8 PRIOR TO STORM AND SANITARY SEWER CONSTRUCTION, BACK FILL SHALL BE PLACED TO A MINIMUM OF 12' ABOVE THE CROWN ELEVATION OF THE PIPES. 2. STORM DRAIN AND SANITARY SEWER LENGTHS ARE MEASURED FROM CENTER LINE OF STRUCTURE TO CENTERLINE OF STRUCTURE OR FACE OF HEADWALL 3. ALL PIPE LENGTHS SHOWN ARE ROUNDED TO THE NEAREST FOOT. 4. ALL STORM DRAIN PIPING SHALL BE TRENCHED, BEDDED AND BACK FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL SANITARY SEWER PIPING SHALL BE TRENCHED, BEDDED AND BACK FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY NOTED OTHERWISE. 6. UNFORESEEN SUBSURFACE CONDITIONS SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY IMPLEMENTATION OF CORRECTIVE BEDDING MEASURES WITHOUT THE OWNER'S APPROVAL SHALL BE AT THE CONTRACTOR'S OWN RI5K AND AT NO ADDITIONAL COMPENSATION. 7. EXISTING GRADES SHOWN ARE APPROXIMATE AND DO NOT REFLECT TOP 501L REMOVAL, CLEARING, AND GRUBBING OPERATIONS. THE CONTRACTOR I SHALL ASCERTAIN FOR HIMSELF THE EXTENT OF D STURBANCE FOR THESE ACTIVITIES. 8. THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT PREPARED FOR THE OWNER FOR SUBSURFACE CONDITIONS. THE GEOTECHNICAL REPORT 15 NOT A PART OF THE CONTRACT DOCUMENTS. S SHALL BE TAKEN A 5 A TRENCHING G g EXCAVATIONS FOR STRUCTURE EXCAVATION WITHOUT FURTHER COMPENSATION. 10. SEE SHEET COLT FOR GENERAL NOTES. SANITARY PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL P51 6' 47' 2.00% PVC P52 6' 50, 2.00% PVC P53 6' 40' 2.00% PVC P53.1 6' 7' 1.00% PVC P53.2 6' 15' 1.00% PVC P53.3 6' 42' I.Iq% PVC P53.4 6' 5' 2.00% PVC P53.5 6' 2' 2.00% PVC P54 4' 7' 2.00% PVC P55 4' 2' 2.00% PVC P56 4' 22' 2.00% PVC P57 4' 2' 2.00% PVC inge-nium PLANNING & ENGINEERING 144g9 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.M4 WWW IhIrFNIIIMTFAMCOM STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD Z Q Q � Q O i-- ILL W (n t�G � L t >_ V N CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REVISION HISTORY ----/--/---- ----/--/---- ----/--/---- ----/--/---- ----/--/---- -- --/--/---- THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT A5 DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ a 170%] DWG NAME 170%] C04.DWG ISSUE DATE Oq/07/2017 PROJ MGR JP PROFILES 1 C04.6 SHEET NUMBER STORM PROFILE A1.1-Al 110 110 � : : : . . : A .I p aAl --- -_ -� -. , a ?v xv it co o v oc v o 100 J - aMOE tj a rl-I ° 100 tj w Q u � ij z ; : : m / � - - - --- i =. 64 L.F. "RCP @ 01% q0 - - q0 : : : : : : : : : : ! : : : : : : : : : �__ __ AI J ---t- F -T- ______ - 80 80 ....................... 4......................................................................? .......................q........9....................... ............... : ..q ..................... ....................... .----------------------- ....................................................................... -------- ............... ........................ . ............................................................................................................................................................................................................................................. ..... ..............................................................................................................................................................................- .. ....................... ....................................................................... .......................q.......................q....................... : ....................... p.......................I?". .................. . 70 . ........................ . . .....................0.....................................................................................................................................................................................................................................................................................................................................................................................................7................. ............................................................................................................................................................................................................................................... : ................................................................................................ ....................................................................... I O HORIZONTAL SCALE: 0=201 VERTICAL SCALE: 111=51 STORM STRUCTURE TABLE STRUCTURE STRUCTURE RIM INVERT INVERT NAME TYPE ELEVATION IN OUT AI JUNCTION BOX q7 00 88.16 (PA2) 86.81 (PA -EX) DETAIL I, C04.5 88.16 (PALI) AI.1 TYPE g CURB INLET DETAIL 7, C04.4 96 00 86.60 (PAI.I) A2 TYPE g CURB INLET DETAIL 7, C04.4 q7 00 8q.21 (PA3) 89.21 (PA2) A3 TYPE 9 CURB INLET DETAIL 7, C04.4 96 80 Sq.g7 (PA4) 89.97 (PA3) A4 TYPE C INLET DETAIL 2, SHEET C04.5 qb 30 90.90 (PA5) 90.90 (PA4) A5 TYPE 9 CURB INLET DETAIL 7, C04.4 % 35 g1.69 (PA6) g1.69 (PA5) A6 TYPE g CURB INLET DETAIL 7, C04.4 g5.15 g2.15 (PA6) STORM PROFILE A6-Al STORM PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL PA -EX 24' 156' 1.80% RCP PALI 18" 64' 1.01% RCP PA2 IS" 104' 1.00% RCP PA3 18" 76' 1.00% RCP PA4 18" 93' 1.00% RCP PA5 18" 79 1.00% RCP PA6 I 18" 46' 1 1.00% I RCP PROFILE NOTES I. CONTROLLED BACK FILL TO BE PLACED IN 6" L005E LIFT AND COMPACTED TO 100% A5TM D6% PRIOR TO STORM AND SANITARY SEWER CONSTRUCTION, BACK FILL SHALL BE PLACED TO A MINIMUM OF ±2' ABOVE THE CROWN ELEVATION OF THE PIPES. 2. STORM DRAIN AND SANITARY SEWER LENGTHS ARE MEASURED FROM CENTER LINE OF STRUCTURE TO CENTERLINE OF STRUCTURE OR FACE OF HEADWALL. 3. ALL PIPE LENGTHS SHOWN ARE ROUNDED TO THE NEAREST FOOT. 4. ALL STORM DRAIN PIPING SHALL BE TRENCHED, BEDDED AND BACK FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL SANITARY SEWER PIPING SHALL BE TRENCHED, BEDDED AND BACK FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY NOTED OTHERWISE. 6. UNFORESEEN SUBSURFACE CONDITIONS SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY IMPLEMENTATION OF CORRECTIVE BEDDING MEASURES WITHOUT THE OWNER'S APPROVAL SHALL BE AT THE CONTRACTOR'S OWN RISK AND AT NO ADDITIONAL COMPENSATION. 7. EXISTING GRADES SHOWN ARE APPROXIMATE AND DO NOT REFLECT TOP 501L REMOVAL, CLEARING, AND GRUBBING OPERATIONS. THE CONTRACTOR SHALL ASCERTAIN FOR HIMSELF THE EXTENT OF DISTURBANCE FOR THESE ACTIVITIES. 8. THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT PREPARED FOR THE OWNER FOR SUBSURFACE CONDITIONS. THE GEOTECHNICAL REPORT 15 NOT A PART OF THE CONTRACT DOCUMENTS. 9. EXCAVATIONS FOR STRUCTURES SHALL BE TAKEN AS A TRENCHING EXCAVATION WITHOUT FURTHER COMPENSATION. 10. SEE SHEET C01.1 FOR GENERAL NOTES. 110 110 ....................................................................._......................................... ..................._.............................................................................................................................................._......................................................................_.................._.........................................-............................_.............................................._.................. ............_:................................................ 6 ................................ ._........................ A5 , ......................_......................_........................ ......................-............................................... _................. ........................................................................................................................... ... ...:.. : Aq : : ........................ :: : : : ............... :: :........................ : : A3 : : : :........................ : : A2 : : :........................ : : : : : : : : ....................................................................................................................................... ...: ..............:.............................................. AI .:................................................................................................................................................:........................:....................... ...............................................;........................ .......................:�; ........................:....................... ........................................._.............................................._......................_..................................................................... .................. ...... ........ .................. ....... ..... .... ... .....I .. ... ... . .. .................. .................. .................. ............. .................. .............. ................. ................. ............. . : : : : : : : i W : : . : LL7 �...\ 1 : : : : : Q : O V : i : : W Z,� : _ Q i . Q �: : J Z CN �� Q cf� ^..... „'� _ : Q W i J Q CL i Z a' Q CL � s W : LL : : : : Q `. i : COO Q V 4I - - : X , �. �.: - ........................ ................................................................................................................... ................................................................................................. .. ..... ....... .....cr ... .............................................................................................. ... ..........................-....-................ . J µ,l............................................... �. R ........................ ...........................................................................................................................:.............. . p............................................................................................................................................................................. �: . ...................C4...................................:......................... .. ..._ .................. ................. ....... ...Z_o .....:..sra.............................. ': L. ................. ................. ................ : i i : CDO CICV to i � Vim u z - p po N c 6 V -o r>w a" °E S �j, Vr0 J r aD % n is O c�: J „ u O 100 100 : V _� 6 O J 6 _4 �J w �� o: WQa ? o 4jzz:p W Q W > > W ~ - )- lL3 O > > W > > � l.e.l O Z Z Z � ` I- o t- _ - r? ? ......................_.............................................................................................................................................. : : : : ........................................ i : _... .................. : .................. .................. ... .................. ...... : _... ... _... ANITAR�fxRAV+TY ----............... • LATERAL P53 46 L.F. 18" RCP P L00% ....................._........................I.............................................._..........................................-.:::......................................_:......................................................... ..... __.._..................... : .................. ...... ,... g ..... L IS RC .. ......... ._... P T.00% ... ... ... _... _... .... ............ .. ... .... ... _... ............ ............... - - .................. . :. 93 LF. I$" RCP (a' 100% ....................._i......................_i................................................:.. =: :.:............................:...:......................................................... ; : ..........................................................................................._._.................:........................... : 1 : :.............................................I..F 76 I " .IS . -00% .- .... ................ ...... ...... .............. .................. ........... ................. ........ �: WE-P �''� - 4 104 4.F. IS" RCP L00% 1 q0 uGT q0 P PA5 PA4 .............................................................................................................................................._ ......................_....................................................................................................................._ .................... ..... ._'... ._:... _... .... PA .................. 3 .................. ...............I.. .................. .................. .................. .................. .................. .................. .... ................. ................. ......... ................ ..............I.. ..--- --- ---- ................. .............-. .................. .................. ................. _:........................:................................................:........................:...............................................:........................:................................................:......................_:.......................................................................:.............................................._:........................:................................................:......................_:....................................................................._:................................................:........................:................................................:......................_:.............................................._:......................_:................................................:..............................................................-.......:........................:................................................:.....................:................................................:........................:................................................;........................;................................................;........................:................................................,........................1....................... PI 80 ' : : : : : : : : : : ............'................................................:..............................................-.........................1........................:............................................:........................:.......... .................................:......-...............:....................... 80 ................................................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:.........................................................................:................................................:........................:...................................................................................................................................................................................................................................................................................................................... ........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................. : : : : : : : : : : : : : : : : : : : : : : : : : : ......... ........ ........................................................................................... ......... ..........':................................................................................................................................................i......................-:-.............................................:........................:................................................:........................1....................... : ..........................i........................:................................................:........................;................................................:........................:....................... : : : : : : : 1 70 I `: : : : : : : : : : : : 1 : : : : : : .......... . .. : i 1 : : € : ......................................................................................... . : : : : .............1................................................1........................................................................1........................1................................................:........................:................................................:........................:................................................:........................: : : .............................................:................................................i........................':........................................................................:................................................:........................:................................................:........................:....................... 1 1 1 ... ....... ............. : 70 HORIZONTAL SCALE: I11=20 VERTICAL SCALE: IN=51 10, L 11 0 1111111111w i 1 e iu"I"""e",��*"I" PLANNING & ENGINEERING 144'N N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD z A < - O I- ILL_ U) `■A' INu V W ■^■ .9) w- w Lu _i Lu V " CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 1 R� 1 I� THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECE55ARILT REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION 5HALL NOT BE USED ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 C04.DWG 155UE DATE 09/07/2017 PROJ MGR JP PROFILES II C04,7 SHEET NUMBER Im R Iw 14 - -- 1 I: L. i I III I,IIJ li l: I. Ali l:ll III II 11 [ I.: III Bl.i Ili I:III'IVI I dill .Ill l Al ,I1 'II,I -9 111 i I My m. #f �{ ? ; { � I f # i I # } { # ?r tf1 ) II fj �? r ?i Pf r' is E {. 1{ if f { P}( F { j { j F if t a, �. I II ` I ,r ,;,; { 1 � {, r 17 f1 f f II "Y i r ( , fi f f i t; If J •' f ffi'! f fi fi f f f Ire`' r % f ,f li 1 i ff f e f 1 ff f ff 1' ' lI Al I fi f I f{ff ! (f f 1 f 1�1f J !` e'1 11 1 f 1 / f f .✓ ti e Z. i f IC 102.96 BC 102.46 TC 102. j' �BC 102.41 1 \ 7 'rfihYuuBuuuMnwv 65 LF IS' STORM P 0.50% 6 -. BC g8.50 g8.60 0 / g7 A3 BC g8.40 _. 17.86 . • / �7.36 i`5 ` .. BC q7AQ ,P•••,.° Ilk i - GRATE INLET i TOP EL.: 103.g6'...,' NW INV. EL.: 101.42' _ ... .... 411 GRADING II DRAINAGE LEGEND GRADING/DRAINAGE..................................... ...........LINETYPE/SYMBOL..........?................ REFERENCE GRADE 1000 SEE PLANS ................................................................................................ SPOT ELEVATION ....................................................................................................................................... ............................................................. ........ X........1000.00............................................. -SEE PLANS STORM DRAIN —� SEE PLANS HEADWALL (HW) / FLARED END SECTION (FES)� DETAIL 3 SHEET C04.5 DROP INLET (GRATE) ® DETAIL 2, SHEET C04.5 DROP INLET (GRATE AND HOOD) SHEET C04: .................................................................®..................................s.........DETAIIL...7, JUNCTION BOX (JB) / OCS . ......... DETAIL I, SHEET C04.5 CATCH BASIN (SINGLE WING) agda NOT APPLICABLE CATCH BASIN (DOUBLE WING) NOT APPLICABLE .................................................................. . ... PEDESTAL TOP .---.... ; El .... ... ................. NOT APPLICABLE STORM STRUCTURE NUMBER A3 SEE PLANS GRADING It DRAINAGE NOTES I. SEE LANDSCAPE PLAN FOR REQUIRED TREES AND GROUND COVER. 2. SLOPE OF SURFACE GRADE SHALL BE A MINIMUM OF I.009 3. MAXIMUM CUT OF FILL SLOPES 15 2H:IV. 4, THE CONTRACTOR SHALL PROVIDE CLEAN, SUITABLE MATERIAL FOR REQUIRED FILL. SHOULD A SUFFICIENT QUANTITY OF SUITABLE MATERIAL NOT BE AVAILABLE FROM THE REQUIRED EXCAVATION ON THE SITE. 5. ALL FILL SHOULD BE PLACED IN THIN, HORIZONTAL L005E LIFTS (MAXIMUM 6-INCH) AND COMPACTED TO AT LEAST g8 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 6%). THE UPPER 6 INCHES OF 501L BENEATH PAVEMENTS AND SLAB -ON -GRADE SHOULD BE COMPACTED TO AT LEAST 100 PERCENT. COMPACTION MUST BE CERTIFIED BY A GEORGIA REGISTERED PROFESSIONAL 501L5 ENGINEER PRIOR TO THE INSTALLATION OF PAVEMENTS, CURBS, SIDEWALKS OR FOOTINGS OF ANY TYPE. 6. DETENTION POND, DETENTION OUTLET STRUCTURES AND TEMPORARY SEDIMENT POND FEATURES ARE TO BE FULLY CONSTRUCTED AND OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 7. LENGTH OF RIP -RAP PADS AT PIPE OUTLET STRUCTURES TO BE A MINIMUM LENGTH OF (6) 51X TIMES THE DIAMETER OF THE PIPE. 8. JUR15DICTIONAL LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON 51TE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. g. SEE SHEET C01.1 FOR GENERAL NOTES. BUILDING AREA NOTES I. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS UNDER CONSTRUCTION; i.e. IN TIMES OF RAIN OR MUD, ROADS SHALL BE PASSABLE TO EMERGENCY VEHICLES BY BEING PAVED OR HAVING A CRUSHED STONE BASE ETC... WITH A MINIMUM WIDTH OF 20 FEET. THE ACCE55 TO BUILDINGS HAVING SPRINKLER OR STANDPIPE SYSTEMS SHALL BE TO WITHIN 40 FEET OF THE FIRE DEPARTMENT CONNECTION (NFPA 1141 3-1). 2. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ALL AREAS AROUND BUILDING. INSTALL FRENCH DRAIN IN LANDSCAPED AREAS ADJACENT TO BUILDING AND CONNECT TO DRAINAGE SYSTEM. 3. SEE SHEET COLT FOR GENERAL NOTES. HYDROLOGY STATEMENT-- - THE CULVER'5 51TE (PARCEL 12) IS 1.43 ACRES AND 15 PART OF THE WAWA PROJECT. DRAINAGE FROM THE 51TE HAS BEEN APPROVED TO DRAIN TO THE WAWA DETENTION POND SERVING THE OVERALL WAWA DEVELOPMENT. THE PERMITTED POND HAS AN IMPERVIOUS LIMIT OF 80%, THE CULVER'5 51TE WILL BE 73% IMPERVIOUS. CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRII09 TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DISCREPANCIES IMMEDIATELY, 24—HOUR CONTACT: CHRIS McGUIRE (608) 92q-7737 N GRAPHIC SCALE (in feet): 1' = 20' 10, 0' 20' 40' ® in,crcufflium PLANNING & ENGINEERING 144gg N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD Z Q Q � a� LL . tV / LILA V N 4•: CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.929,7737 REVISION H15TORT THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ u THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ u 170061 DWG NAME 170061 C05.DING I55UE DATE 09/07/2017 PROJ MGR JP GRADING I DRAINAGE PLAN C05.o SHEET NUMBER 0 GRADING II DRAINAGE LEGEND .................................................. ................................... .................... ................................................................................... GRADING/DRAINAGE ............................................................................ ......................... .................... LINETYPE/SYMBOL ................................................................................................................................................. ...................................................... REFERENCE GRADE 1003 SEE PLANS --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SPOT ELEVATION ......... .............................................................................................. .............................................................................b......................................................................--- x 1000.00 SEE PLANS STORM DRAIN SEE PLANS HEADWALL (NW) / FLARED END SECTION (FE5) ..............:.......................................................................... < DETAIL 3, SHEET C04.5 ....................................................................................................................:................................................................................................................................................. DROP INLET (GRATE) ® DETAIL 2, SHEET C04.5 DROP INLET (GRATE AND HOOD) ® DETAIL 7, SHEET C04.4 JUNCTION BOX (JB) / 005 DETAIL I, SHEET C04.5 ......................................(...........................................................................;.........................................................................;...................................................................... CATCH BASIN SINGLE WING) NOT APPLICABLE ...................................................................................................................................................................................................................................................................... CATCH BASIN (DOUBLE WING) NOT APPLICABLE ........ ........... PEDESTAL TOP --- - - - ..............s ......... ........................... NOT APPLICABLE STORM STRUCTURE NUMBER A3 SEE PLANS GRADING $ DRAINAGE NOTES I. SEE LANDSCAPE PLAN FOR REQUIRED TREES AND GROUND COVER. 2. SLOPE OF SURFACE GRADE SHALL BE A MINIMUM OF 1,00% 3. MAXIMUM CUT OF FILL SLOPES 15 2H:IV. 4. THE CONTRACTOR SHALL PROVIDE CLEAN, SUITABLE MATERIAL FOR REQUIRED FILL. SHOULD A SUFFICIENT QUANTITY OF SUITABLE MATERIAL NOT BE AVAILABLE FROM THE REQUIRED EXCAVATION ON THE SITE. 5. ALL FILL SHOULD BE PLACED IN THIN, HORIZONTAL L005E LIFTS (MAXIMUM 6-INCH) AND COMPACTED TO AT LEAST q8 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (A5TM D 6%). THE UPPER 8 INCHES OF 501L BENEATH PAVEMENTS AND SLAB -ON -GRADE SHOULD BE COMPACTED TO AT LEAST 100 PERCENT. COMPACTION MUST BE CERTIFIED BY A GEORGIA REGISTERED PROFESSIONAL SOILS ENGINEER PRIOR TO THE INSTALLATION OF PAVEMENTS, CURBS, SIDEWALKS OR FOOTINGS OF ANY TYPE. 6. DETENTION POND, DETENTION OUTLET STRUCTURES AND TEMPORARY SEDIMENT POND FEATURES ARE TO BE FULLY CONSTRUCTED AND OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING ON THE 51TE AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 7. LENGTH OF RIP -RAP PADS AT PIPE OUTLET STRUCTURES TO BE A MINIMUM LENGTH OF (6) 51X TIMES THE DIAMETER OF THE PIPE. 8. JURISDICTIONAL LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON 51TE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. q. SEE SHEET COIJ FOR GENERAL NOTES. BUILDING AREA NOTES I. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS UNDER CONSTRUCTION; i.e. IN TIMES OF RAIN OR MUD, ROADS SHALL BE PASSABLE TO EMERGENCY VEHICLES BY BEING PAVED OR HAVING A CRUSHED STONE BASE ETC... WITH A MINIMUM WIDTH OF 20 FEET. THE ACCESS TO BUILDINGS HAVING SPRINKLER OR STANDPIPE SYSTEMS SHALL BE TO WITHIN 40 FEET OF THE FIRE DEPARTMENT CONNECTION (NFPA 1141 3-1). 2. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ALL AREAS AROUND BUILDING. INSTALL FRENCH DRAIN IN LANDSCAPED AREAS ADJACENT TO BUILDING AND CONNECT TO DRAINAGE SYSTEM. 3. SEE SHEET COIJ FOR GENERAL NOTES. HYDROLOGY STATEMENT THE CULVER'5 51TE (PARCEL 12) IS 1.43 ACRES AND 15 PART OF THE WAWA PROJECT. DRAINAGE FROM THE 51TE HAS BEEN APPROVED TO DRAIN TO THE WAWA DETENTION POND SERVING THE OVERALL WAWA DEVELOPMENT. THE PERMITTED POND HAS AN IMPERVIOUS LIMIT OF BOX. THE CULVER'5 SITE WILL BE 73% IMPERVIOUS, CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DISCREPANCIES IMMEDIATELY, 24-HOUR CONTACT: CHRIS McGUIRE (608) q2q-7737 N GRAPHIC SCALE (in Feet): III = 10' 5' 0' 10, 20' inc4enium I N'T E le I F" I ", E", PLANNING & ENGINEERING1 144g9 N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD � Q z a Q O LI _ l.0 (n Iry �c ac 0- J Z3 Lu u N Ell CLIENT: MCC% BUILDING CORP, 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REVISION HISTORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MAIUIER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LA145; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MAIUIER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LA145; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 1 170061 DWG NAME 170061 C05.DWG 155UE DATE Oq/07/2017 PROJ MGR JP BUILDING AREA DRAINAGE PLAN C05,1 SHEET NUMBER rI;I IT I -fir-i I I - -- - - - - -- --;-----I 0 - :Ili F: 1 11 -'._.I _I I " ..{ 1 11 1 ' / ^~X.;o -- ----- I F4 ZONE Yl .� It Az ��z �--- --~-- -------- 4-__/ ~~^- / »� � ' \/ � 0` \ I/X�r /� / / � `' \ ' ' fw�- ~ �����_��-��_----- ----- --'xz- ----- ----- ----- ----- ----- ----- ----- ' i x/ � / � /J1 « -- -- -- --9-- -- -- -- -- �T-- ' y � / \ �y \ / X/' ^_ ���_ -�- -- -- �� -- -- -- -- X ��=^ X�� ^ LP // 20' BUILDING SETBACK AV 94 lk is x 17 if 95 I if X. Ix 98 / / \ xX�; - - ---- ..... '---03 ---~ `} U �^ » - X�" � � '` �� >{m« �<)<"^/� ~` x% �X ` = %° / \ )<��\` ^~ a" /� / ~z: \ ^ X^ a / / -- L x�� xu»»� --�. Xuav � ' *.�� � /' �m�r �»*� // �Ir�z �� *p, Xcox`~f ~=^ X-)<�� X» / Xm� \ � \ ----------- __- / X-° ' X:" / �� _--' � -_�� m� x ~- X*< � �� X �/ �v `\ ���* X�». )<"�z x�z xaa �/ � m� � � wm �� _-__ x�� » X LP* GENERAL i [R050N CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOB NOT PROVIDE FOR EFFECTIVE [R050N CONTROL, ADDITIONAL ER05|0N CONTROL MEA5UR[5 AND PRACTICES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE AT THE EXPENSE 0pTHE CONTRACTOR. 2. THE ESCAPE OF SEDIMENT FROM THE 51T[ SHALL BE PREVENTED BY THE INSTALLATION OF [R08ION AND SEDIMENT CONTROL MEA5URE5AND PRACTICES PRIOR T0LAND D|5TURO|N6ACTIVITIES. 3. ER050N CONTROL MEA5URE5 WILL DE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE [R060N CONTROL, ADDITIONAL [R05|0N AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED T0CONTROL 0R TREAT THE SEDIMENT SOURCE. 4. ANY D15TURDED AREA LEFT tXP05ED FOR A PERIOD GREATER THAN 14 DAYS SHALL D[STABILIZED WITH MULCH 0RTEMPORARY SEEDING. 5. ANY AMENDMENT TVTHE [R05|0NC0ATR0L PLANS WHICH HAVE ASIGNIFICANT EFFECT ON DMP5 WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DE516N PROFESSIONAL. 6. THE PERM|TEE 15 ONLY RE5P0N51DL[ FOR THE INSTALLATION AND MAINTENANCE OF 5T0RM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF THE SITE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. 7. ER05ION CONTROL AND TREE PROTECTION MEA5UR[5 SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 0. 5E[GRA0NG 4DRAINAGE NOTES. |. CONCENTRATED FLOW AREAS AND ALL 6L0PE5 2A'|Y OR STEEPER SHALL BE 5TADL|Z[DN|TA THE APPROPRIATE [R05|0NCONTROL MATTING 0RBLANKET. 2. ALL CUT AND FILL 6L0PE6 MUST BE SURFACE ROUGHENED AND VEGETATED N|TU|N (7) DAYS OF THEIR CONSTRUCTION. ]. ALL D15TURBED AREAS SHALL DE GRA55ED AS 5" AS CONSTRUCTION PAA5E5 PERMIT. NO [XP05[D GRADE WILL DE LEFT UNSTABLE FOR MORE THAN T DAYS. 4. PERMANENT GRA55|NG AND LANDSCAPING OF 06TVR8ED AREAS SHALL DE COMPLETED AS QUICKLY AS POSSIBLE. TEMPORARY 5TA8|UZAJ|0N BY MULCHING AND/OR TEMPORARY 5[[D|N6 WILL BE REQUIRED IN THE [VENT OF PROJECT DELAYS. 5. HIRE M[5A REINFORCED 5[D|:[NT BARRIERS SHALL DE PLACED AT THE TOE OF ALL FILL SLOPES. DRAINAGE |. ALL DRAINAGE 5TRUCTVR[5 SHALL BE ER05|0N PROOFED. 2. LENGTH OF RIP -RAP PADS AT PIPE OUTLETS SHALL BE A MINIMUM LENGTH OF (6) 5|XTIMES THE DIAMETER CFTHE PIPE IN FEET. l 4 25' UN05TUR8ED VEGETATIVE STREAM BUFFER ADJACENT TO ALL RUNNING STREAMS AND CREEKS WILL 8[ LEFT UND|STURDEDAND MAINTAINED THROUGH ALL PAA6F5 OF CONSTRUCTION. REFER TO PLANS FOR EXACT LOCATIONS. TREE PROTECTO |. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. 2. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO START OF LAND 05TUR8ANC[AND MAINTAINED UNTIL FINAL LANDSCAPING 15 INSTALLED. 3. NO PARKING, STORAGE, OR OTHER CONSTRUCTION S|TE ACTIVITIES ARE TO OCCUR N|TA|N TREE PROTECTION AREAS. MAINTENANCE AND IN5PECWNS |. SEDIMENT AND ER06|0N CONTROL MEA5UR[5 AND PRACTICES SHALL BE INSPECTED DAILY. 2. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, INDICATING TAE|/J FULL VOLUME. l SEDIMENT CONTROL DEVICES MUST BE |N5P83[D DAILY AND CHECKED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN THEY REACH 18 OF D[51GN CAPACITY. 4. ALL TREE PROTECTION FENCING TO DE INSPECTED DAILY AND REPLACED OR REPAIRED ASNEEDED. 5. MAINTENANCE OF ALL 50L AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, NA[TA[R TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE R[5P0N5|B|UTY(F THE CONTRACTOR. ALL |�~�h�� CONTRACTOR RrrC/�,R SHALL PROTECT EC/ r��� ITEMS �� �� ��� LIMITS ��: |��J UNLESS �^w / .�/^�^. �" x /~� "�/ CONSTRUCTION .wnn |��: |AJ �lJ� |��J OTHERWISE NOTED xn /n� CONSTRUCTION / /�nn PLANS OR SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES (LOCATIONS AND PRIOR TO AND ~��.- �~=.. .~ °~ ~..~.7� 51TE: 1,43ACRE5 5F) 05TURBED AREA: 1,415 ACRES 2. THERE ARE NO STATE WATERS N|TA|N 200' OF THE PROJECT SITE. ALL STATE WATERS N|TA|N 200' OF THE 51TE HAVE BEEN DELINEATED. ]. THERE ARE N0WETLANDS 0N5|TE. THEREFORE NONE CAN DE DELINEATED. 4, THE ESCAPE OF SEDIMENT FROM THE 51TE SHALL BE PREVENTED BY THE INSTALLATION OF ER06|0N CONTROL MEA5URE5 AND PRACTICES PRIOR TO LAND-D15TRVD|NG4CT|Y|T|E5. S. ER050N CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE [R05|0N CONTROL, ADDITIONAL ER05|0N AND SEDIMENT CONTROL MEASURES 5AAii DE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. A. SE0MENT5T0RAGEs EXCAVATED SEDIMENT TRAPS WILL BE UTILIZED T0MEET THE REQUIRED 67CY/ACRE0FSEDIMENT STORAGE. 7' S0LCb46SIFKJTION6/ THE 501L 5ER|E5 FOR THE 51T[ PER THE U5DA/NRC5 WEB 50L 5VRY[T 15' &RREDONDOMNE 5MD, u pROJEITNARRATNEt THE [X|5T|N6 51TE CURRENTLY C0N515T5 OF PERVIOUS 5URF4C[5 AND A TEMP0R4Y RETENTION POND. THE PR0P05ED IMPROVEMENTS WILL (DN515T DEMOLITION OF M05T OF THE RETENTION POND. AN APPROXIMATELY 4,200 5F BUILDING WILL BE CONSTRUCTED AT THE NORTH AREA OF THE PARCEL. TYPE C 5|LT FENCE WILL DE UTILIZED AS WELL AS AN INLET PROTECTION SEDIMENT TRAPS IN THE PARKING AREA. A TEMPORARY SEDIMENT DA6N WILL BE PROVIDED IN THE 51TE'5 WATER QUALITY POND. OUTLET PROTECTION HAS BEEN PROVIDED WHERE 0UTR\LL5 EXIST. THESE DEVICES COMBINED WITH D15TURB[D AREA STABILIZATION WILL CONTROL THE SEDIMENTATION FROM TA16 SITE. THEREFORE, NO ADVERSE IMPACTS ARE ANTICIPATED FROM THE CONSTRUCTION 0FTA|6SITE. 9. PNINARTP8RNMTB. NAME 10. NON-EXEMPT WDT . NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED N|TA|N THE 25-FOOT UHD16TURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECE564RYVARIANCES AND PERMITS. U. WASTE MATERIALS NOTE, WASTE MATERIALS SHALL NOT BE 0SCAAKGEDT0WATERS 0F THE STATE, EXCEPT A6AUTHORIZED 8YASECTION 40NPERMIT. 12. SAMPLING RATIION4LE' SAMPLES (NTU) SHALL BE TAKEN 4TTHE 0UTp4LL POINT 0rTHE DETENTION ONLY POND FOR THE 5T0RMNATER RUNOFF LEAVING THE SUBJECT 51TE PRIOR TO CONSTRUCTION AND PER NPD[55AMPUNG GUIDELINES. 13. ANT DISTURBED AREA LEFT EXP0EE] FOR APERIOD GREATER THAN 14Q4T5 SHALL BE STABILIZED NrTU MULCH OR161PORARTSEEDING. 14, ANY AMENDMENT TO THE ER06|0N CONTROL PLANS NA|CA HAVE A SIGNIFICANT EFFECT ON 01Fs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DE516N PROFESSIONAL. 15, THE P[RM|TEE |S ONLY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE 0FSTORM WATER MANAGEMENT DEVICES PRIOR TUSTABILIZATION 0F THE 61TE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. 16, ER05|0N CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER B BTABU6AED_ 17. FLOOD WARD, SEE FIRM PANEL 12bkI88W, DAT[D0VA/20k, SHEET O0] 18, THE DE516N PROFB5|0NAL WHO PREPARED THE EStP[ PLAN 15 TO |N6PD3 THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL 8MPs N|TA|N 7 DAYS AFTER INSTALLATION. 24-HOUR CONTACT-. �U�|�����J||�� �np.= .��wv�� (6nB) q2q-7737 � |� GRAPHIC SCALE (in feet): I"~20' 101 01 20' /01 ingrenium N���� ��� | BPI i T E '? F R�w�m PLANNING & ENGINEERING 1440fqN DALE nx8RyAwr SUITE 250 813.387.0064 �� ��A�� STATE ^v. FLORIDA AUTHORIZATIONAUTHORIZATIONmw/�N���� .��/~ 8370 PLANS PREPARED BY |NGENIUM [NT[gPR15E5 p0RM[RLTGR|MAIL � CRANFORD | 62 � CL BUILDING /nw��"n �~�/��x�� CORP. Io5qCIRCLE DRIVE HIGHLAND, N|5354 PHONE: 60M29.7737 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURI% THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. T14E CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND 5UBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXLU51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFOP41ATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE 5UBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERM155IGN OF THE CIVIL ENGINEER 15 PROHIBITED DWG NAME 170061 C%.DWG ESK PLAN CLEARING PHASE SHEET NUMBER EROSION CONTROL LEGEND ATI1 SAP' ' ESPC BMP LINETYPE/SYMBOL REFERENCE ...................... ........................................................................... ............................ ............................................. .......................................................................... � rff CE CONSTRUCTION EXIT ® SHEET C06.4 ............................................................................................................;............................................. ........................ f SF SEDIMENT FENCE �� SHEET C06.4 ................................................................................................ IP INLET PROTECTION SHEET C06.6SR 54 ............................................................................................ ................... ................................................................................................ o..vo aw. OP OUTLET PROTECTION NOT APPLICABLE .......... TS TEMPORARY SEEDING TS SHEET C06.5 ........ ............................... * ........... ... .. mingenium .............PERMANENT SEEDING................................................................... _51IEET..C.S........... CJ' ITE __._ — — i — ,i% - " "- TEMPORARY MAT 7M NOT APPLICABLE .................................................................................................. a ,'y PLANNING ENGINEERING r TREE PROTECTION FENCE SHEET L01.1 144clq Y �-- — 90 �QF N DALE MABR NWT /' SUITE 250 N 9� ' -- —89 , LIMITS OF CONSTRUCTION L SEE PLANS TAMPA, L34 IS SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO THOSE SHEETS N r T'y LP I r —89- 90 20' BUILDING SETBACK I dy liv t 91 A0� /r -- ,.;,. LP \ //1 Y I �2c 1 ' 102 / zzz x \ / + _103 r . / —--------— ........ — ...... t l 'p4 / ... --------------- t LPrJ- ESPC NOTES I. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION CONTROL MEASURES AND PRACTICES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE AT THE EXPENSE OF THE CONTRACTOR. 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 5. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. 6. THE PERMITEE IS ONLY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF THE SITE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. 7. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 8. SEE GRADING t DRAINAGE NOTES. 5LOPE5 AND DI5TURBED AREA STABILIZATION I. CONCENTRATED FLOW AREAS AND ALL SLOPES 2H:IV OR STEEPER SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET. 2. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN (7) DAYS OF THEIR CONSTRUCTION. 3. ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION PHASES PERMIT. NO EXP05ED GRADE WILL BE LEFT UNSTABLE FOR MORE THAN 7 DAYS. 4. PERMANENT GRASSING AND LANDSCAPING OF DISTURBED AREAS SHALL BE COMPLETED AS QUICKLY AS POSSIBLE. TEMPORARY STABILIZATION BY MULCHING AND/OR TEMPORARY SEEDING WILL BE REQUIRED IN THE EVENT OF PROJECT DELAYS. 5. WIRE MESH REINFORCED SEDIMENT BARRIERS SHALL BE PLACED AT THE TOE OF ALL FILL SLOPES. DRAINAGE I. ALL DRAINAGE STRUCTURES SHALL BE EROSION PROOFED. 2. LENGTH OF RIP -RAP PADS AT PIPE OUTLETS SHALL BE A MINIMUM LENGTH OF (6) 51X TIMES THE DIAMETER OF THE PIPE IN FEET. 3. A 25' UNDISTURBED VEGETATIVE STREAM BUFFER ADJACENT TO ALL RUNNING STREAMS AND CREEKS WILL BE LEFT UNDISTURBED AND MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. REFER TO PLANS FOR EXACT LOCATIONS. TREE PROTECTION I. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. 2. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 3. NO PARKING, STORAGE, OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO OCCUR WITHIN TREE PROTECTION AREAS. MAINTENANCE AND INSPECTIONS I. SEDIMENT AND EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSPECTED DAILY. 2. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL VOLUME. 3. SEDIMENT CONTROL DEVICES MUST BE INSPECTED DAILY AND CHECKED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN THEY REACH 1/3 OF DESIGN CAPACITY. 4. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPLACED OR REPAIRED AS NEEDED. 5. MAINTENANCE OF ALL 501L AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DISCREPANCIES IMMEDIATELY. ESPC NARRATIVE 1. AREA CALCULATIONS. SITE: 1,43 ACRES (62,290 5F) DISTURBED AREA: IAB ACRES 2, THERE ARE NO STATE WATERS WITHIN 200' OF THE PROJECT SITE. ALL STATE WATERS WITHIN 200' OF THE 51TE HAVE BEEN DELINEATED. 3, THERE ARE NO WETLANDS ONSITE. THEREFORE NONE CAN BE DELINEATED. 4, THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF ERO51ON CONTROL MEASURES AND PRACTICES PRIOR TO LAND-DISTRUBING ACTIVITIES. 5, EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 6, SEDIMENT STORAGE. EXCAVATED SEDIMENT TRAPS WILL BE UTILIZED TO MEET THE REQUIRED 67 CT/ACRE OF SEDIMENT STORAGE. 7, 501L CLA551FICAT06. THE 501L SERIES FOR THE 51TE PER THE U5DA/NRC5 WEB 501L SURVEY 15: ARREDONDO FINE 5AND. 8. PROJECT NARRATIVE; THE EXISTING SITE CURRENTLY CONSISTS OF PERVIOUS SURFACES AND A TEMPORAY RETENTION POND. THE PROPOSED IMPROVEMENTS WILL CON515T DEMOLITION OF M05T OF THE RETENTION POND. AN APPROXIMATELY 4,200 SF BUILDING WILL BE CONSTRUCTED AT THE NORTH AREA OF THE PARCEL. TYPE 'C' SILT FENCE WILL BE UTILIZED AS WELL AS AN INLET PROTECTION SEDIMENT TRAPS IN THE PARKING AREA. A TEMPORARY SEDIMENT BASIN WILL BE PROVIDED IN THE SITE'S WATER QUALITY POND. OUTLET PROTECTION HAS BEEN PROVIDED WHERE OUTFALL5 EXIST. THESE DEVICES COMBINED WITH DISTURBED AREA STABILIZATION WILL CONTROL THE SEDIMENTATION FROM THI5 SITE. THEREFORE, NO ADVERSE IMPACTS ARE ANTICIPATED FROM THE CONSTRUCTION OF THI5 SITE. 9, PRIMARY PERMITTEE. NAME 10, NON-EXEMPT NOTE, NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS. 11, WA5TE MATERW.5 NOTE, WASTE MATERIALS SHALL NOT BE D15CHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. 12, SAMPLING RATIONALE. SAMPLES (NTU) SHALL BE TAKEN AT THE OUTFALL POINT OF THE DETENTION ONLY POND FOR THE 5TORMWATER RUNOFF LEAVING THE SUBJECT SITE PRIOR TO CONSTRUCTION AND PER NPDE5 SAMPLING GUIDELINES. 13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAY5 SFWLL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 14. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. 15, THE PERMITEE IS ONLY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF THE 51TE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. 16, EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 17, FLOOD HAZARD, SEE FIRM PANEL 121002W, DATED 09/26/2014, SHEET C01.1 18, THE DESIGN PROFESSIONAL WHO PREPARED THE EStPC PLAN 15 TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPs WITHIN 7 DAYS AFTER INSTALLATION. 24-HOUR CONTACT: CHRIS McGUIRE (608) q2q-7737 N GRAPHIC SCALE (in Feet): I' = 20' 10, 0' 20' 40, STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD CLIENT: MCCON BUILDING CORP, 1059 CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.929.7737 REVISION HISTORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRE5ENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ n THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRE5ENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ n 17" DWG NAME 170%1 C06.DWG 155UE DATE 09/07/2017 PROJ MGR JP ESPC PLAN GRADING PHASE C06.2 SHEET NUMBER - - — M- I I I l t I III { 0 0 O , 94 , / � I , --- I F4 ZONE 'x/l// !dd . i 1f I I I F"18' S7 ORM @ 0.50% ---� - 75 LF 18 OR(7-@' 0.50X 1 r 3 , 1 T /�I - _ ...._ ......... ............. ..._....... ...-- { / ian -89• - ' 11 ?• _._.- _' / r' 'i ii f \ / -89- -�--94 - } j' \ 90- 20' BUILDING SETBACK 92- 15' BUFFER _ 93- III ✓I ~96 /-� 94 L.i Y� f f l ti I j !- .J: �ll ' LP { f ; I i i ) i t t i ? I r j a! i • r' r � � 103 / L !_ 1 .. "' _ 7 )/ / - - _--- - . ..... . ..... . ... . ..... , LP - ._......... ... -... ,...._... EROSION CONTROL LEGEND ............................. ....................................................................................... _................................. .------------------------ ............ ESPC BMP LINETYPE/SYMBOL .......................................................................... REF CE CONSTRUCTION EXIT ................... SHEET CO6A ....................... .......................... .. ...........-------. ----------------------........................................ SF SEDIMENT FENCE �� .................... ..................................................... . SHEET C06.4 ................................................................................................................................................................................................................................................................... IP INLET PROTECTION SHEET C06.6 ................................................................................................................................................................................................. OUTLET PROTECTION OP mg .................................................. NOT APPLICABLE ...... ............................................ .. .........;.............. .................... .......................................................................................... 75 TEMPORARY SEEDING TS SHEET C%.5 PERMANENT SEEDING SHEET C06.5 TEMPORARY MAT TM NOT APPLICABLE ........................................................................................................... ......................-------------------------------- ........................................................................ TREE PROTECTION FENCE �PF SHEET 1­01.1 ....................................................................................................... LIMITS OF CONSTRUCTION L SEE PLANS SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO THOSE SHEETS ESPC NOTES GENERAL I. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION CONTROL MEASURES AND PRACTICES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE AT THE EXPENSE OF THE CONTRACTOR. 2. THE ESCAPE OF SEDIMENT FROM THE 51TE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 5. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BAPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DE51GN PROFESSIONAL. 6. THE PERMITEE 15 ONLY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF THE 51TE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. 7. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 8. SEE GRADING t DRAINAGE NOTES. SLOPES AND DISTURBED AREA STABILIZATION I. CONCENTRATED FLOW AREAS AND ALL SLOPES 2H:IV OR STEEPER SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET. 2. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN (7) DAYS OF THEIR CONSTRUCTION. 3. ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION PHASES PERMIT. NO EXPOSED GRADE WILL BE LEFT UNSTABLE FOR MORE THAN 7 DAYS. 4. PERMANENT GRASSING AND LANDSCAPING OF DISTURBED AREAS SHALL BE COMPLETED AS QUICKLY AS POSSIBLE. TEMPORARY STABILIZATION BY MULCHING AND/OR TEMPORARY SEEDING WILL BE REQUIRED IN THE EVENT OF PROJECT DELAYS. 5. WIRE MESH REINFORCED SEDIMENT BARRIERS SHALL BE PLACED AT THE TOE OF ALL FILL SLOPES. DRAINAGE 1. ALL DRAINAGE STRUCTURES SHALL BE EROSION PROOFED. 2. LENGTH OF RIP -RAP PADS AT PIPE OUTLETS SHALL BE A MINIMUM LENGTH OF (6) SIX TIMES THE DIAMETER OF THE PIPE IN FEET. 3. A 25' UNDISTURBED VEGETATIVE STREAM BUFFER ADJACENT TO ALL RUNNING STREAMS AND CREEKS WILL BE LEFT UNDISTURBED AND MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION. REFER 70 PLANS FOR EXACT LOCATIONS. TREE PROTECTION I. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. 2. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING 15 INSTALLED. 3. NO PARKING, STORAGE, OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO OCCUR WITHIN TREE PROTECTION AREAS. MAINTENANCE AND INSPECTIONS I. SEDIMENT AND EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSPECTED DAILY. 2. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL VOLUME. 3. SEDIMENT CONTROL DEVICES MUST BE INSPECTED DAILY AND CHECKED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN THEY REACH I/3 OF DESIGN CAPACITY. 4. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPLACED OR REPAIRED AS NEEDED. 5. MAINTENANCE OF ALL SOIL AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROTECT ALL ITEMS OUTSIDE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED IN THE CONSTRUCTION PLANS OR SPECIFICATIONS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO STARTING CONSTRUCTION AND ALERT ENGINEER TO ANY DISCREPANCIES IMMEDIATELY. ESPC NARRATIVE I, AREA CALCULATIONS, SITE: 1,43 ACRES (62,290 5F) DI5TURBED AREA: 1,46 ACRES 2, THERE ARE NO STATE WATERS WITHIN 200' OF THE PROJECT SITE. ALL STATE WATERS WITHIN 200' OF THE 51TE HAVE BEEN DELINEATED. 3. THERE ARE NO WETLANDS ON51TE. THEREFORE NONE CAN BE DELINEATED. 4, THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO LAND-DISTRUBING ACTIVITIES. 5. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 6. SEDIMENT STORAGE: EXCAVATED SEDIMENT TRAPS WILL BE UTILIZED TO MEET THE REQUIRED 67 CY/ACRE OF SEDIMENT STORAGE. 7. SOIL CLASSIFICATIONS, THE 501L SERIES FOR THE 51TE PER THE USDA/NRCS WEB SOIL SURVEY 15: ARREDONDO FINE SAND, B. PROJECT NARRATIVE, THE EXISTING 51TE CURRENTLY CONSISTS OF PERVIOUS SURFACES AND A TEMPORAY RETENTION POND. THE PROP05ED IMPROVEMENTS WILL CONSIST DEMOLITION OF MOST OF THE RETENTION POND. AN APPROXIMATELY 4,200 SF BUILDING WILL BE CONSTRUCTED AT THE NORTH AREA OF THE PARCEL. TYPE 'C' SILT FENCE WILL BE UTILIZED AS WELL AS AN INLET PROTECTION SEDIMENT TRAPS IN THE PARKING AREA, A TEMPORARY SEDIMENT BA51N WILL BE PROVIDED IN THE SITE'S WATER QUALITY POND. OUTLET PROTECTION HAS BEEN PROVIDED WHERE OUTFALLS EXIST. THESE DEVICES COMBINED WITH DISTURBED AREA STABILIZATION WILL CONTROL THE SEDIMENTATION FROM TH15 SITE. THEREFORE, NO ADVERSE IMPACTS ARE ANTICIPATED FROM THE CONSTRUCTION OF THIS SITE. 9. PRIMARY PERMITTEE, NAME 10, NON-EXEMPT NOTE, NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECE55ART VARIANCES AND PERMITS, II, WASTE MATERIALS NOTE, WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. 12, SAMPLING RATIONALE: SAMPLES (NTU) SHALL BE TAKEN AT THE OUTFALL POINT OF THE DETENTION ONLY POND FOR THE STORMWATER RUNOFF LEAVING THE SUBJECT 51TE PRIOR TO CONSTRUCTION AND PER NPDES SAMPLING GUIDELINES. 13, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 14, ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL. 15, THE PERMITEE 15 ONLY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF THE SITE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. 16, EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. 17. FLOOD HAZARD, SEE FIRM PANEL 12101CO289F, DATED 09/26/A4, SHEET COIJ 18. THE DE51GN PROFESSIONAL WHO PREPARED THE EStPC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BAPS WITHIN 7 DAYS AFTER INSTALLATION. 24-HOUR CONTACT: CHRIS McGUIRE (608) q2q-7737 NGRAPHIC SCALE (in Feet): I" = 20' 10' 0' 20' 40' i f ® ingenium ENTi<R.f':.. PLANNING & ENGINEERING 144qKI N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0064 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD 0 N a n CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REVISION HISTORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT DWE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT DWE55ED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 C06.DWG ISSUE DATE Oq/07/2017 PROJ MGR JP ESPC PLAN FINAL PHASE C06,3 SHEET NUMBER 4.06 SILT FENCE (ES BMP 1.06) Definition A temporary sediment barrier consisting of a filter fabric stretched across and attached to supporting posts and entrenched. There are two types. The silt fence is a temporary linear filter barrier constructed of synthetic filter fabric, posts, and, depending upon the strength of the fabric used, wire fence for support. The filter barrier is constructed of stakes and burlap or synthetic filter fabric. Purposes 1. To intercept and detain small amounts of sediment from disturbed areas during construction operations. 2. To decrease the velocity of sheet flows and low -to -moderate level channel flows. Conditions When Practice Applies 1. Below disturbed areas where erosion would occur in the form of sheet and rill erosion. 2. Where the size of the drainage area is no more than 1/4 acre per 100 feet (1.3 ha /100 m) of silt fence length; the maximum slope length behind the barrier is 100 feet (30 m); and the maximum gradient behind the barrier is 50 percent (2:1). 3. In minor swales or ditch lines where the maximum contributing drainage area is no greater than 2 acres (0.8 he). 4. Under no circumstances should silt fences be constructed in live streams or in swales or ditch lines where flows are likely to exceed one cubic foot per second (efs)(0.03 m3 / sec.). See Design Criteria for further clarification. Plannina Considerations Silt fences can trap a much higher percentage of suspended sediments than can straw bales and may be preferable to straw barriers in many cases. While the failure rate of silt fences is lower than that of straw barriers, this failure rate is still due mainly to improper installation. The most effective application is to install two parallel silt fences spaced a minimum of three feet apart. The installation and maintenance methods outlined here can improve performance. Filter barriers are inexpensive structures composed of burlap or standard weight synthetic filter fabric stapled to wooden stakes. Flow rates through burlap filter barriers are slightly slower and filtering efficiency is significantly higher than for straw bale barriers. NOTE, SaarbW - la >.w aAwr om based m gir.,seud aaarnl"w wlal Nrd Ne dpsa/ FLOW NA Vary Wr TES f CFS J .9 bias as aaNMaNe Nrei retie a MMwwk llPN > 5 ..n saliva/. > a .16 Nip a .S <m LEGEND Wry Nip b 75 .40 Tlar SOLS 1 Sells Coh-ha Non - CaMflw '1 F,rw Laos, F",e Sand Croy Sands sari Ca- Smd 0r .l. ` i Hard-li saner Lem+ Silt Loom a ---- ~ C.UW Use, Or 7fAVRT Sea 5o AXl LSD aw M 300 350 400 SPOchV !In Feet, CHART I. RECOMMENDED SPACING FOR TYPE Z AND TYPE H HAY BALE BARRIERS, AND TYPE X SiLT FENCES Plate 4.06a FDOT Standard Index 102, Chart 1 Source: FOOT Roadway and Traffic Design Standards Silt fences composed of a wire support fence and an attached synthetic filter fabric slow the flow rate significantly but have a higher filtering efficiency than burlap. Bothwoven and non -woven synthetic fabrics are commercially available. The woven fabrics generally display higher strength than the non -woven fabrics. When tested under acid and alkaline water conditions, most of the woven fabrics increase in strength. There are a variety of reactions among the non -woven fabrics. The same is true of testing under extensive ultraviolet radiation. Permeability rates vary regardless of fabric type. While all of the fabrics demonstrate very high filtering efficiencies for sandy sediments, there is considerable variation among both woven and non -woven fabrics when filtering the finer silt and day particles. Design Criteria 1. No formal design is required for many small projects and for minor and incidental applications. For channel flow applications refer to FDOT Standard Index 102, Chart 1 (Plate 4.06a) for guidance on recommended spacing. 2. Filter barriers shall have an expected usable life of 3 months. They are applicable in ditch lines, around drop inlets, and at temporary locations where continuous construction changes the earth contour and runoff characteristics and where low or moderate flows (not exceeding 1 cfs) (0.03 m3 / sec.) are expected. 3. Silt fences, because they have much lower permeability than burlap filter barriers, have their applicability limited to situations in which only sheet or overland flows are expected. They normally cannot filter the volumes of water generated by channel flows, and many fabrics do not have sufficient structural strength to support the weight of water ponded behind the fence line. Their expected usable life is 6 months. Construction SpeclfrcLtlon& Materials 1. Synthetic filter fabric shall be a pervious sheet of propylene, nylon, polyester, or polyethylene yam. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected usable construction life at a temperature range of 00 F to 1200 F (-17C to 49C). 2. Burlap shall be 10 ounces per square yard (340 g/m2) fabric. 3. Posts for sift fences shall be either 4 inch (10 cm) diameter wood, or 1.33 pounds per linear foot (2 kg/m) steel with a minimum length of 5 feet (1.5 m). Steel posts shall have projections for fastening wire to them. 4_ Stakes for filter barriers shall be 1"x 2" (2.5 x 5 cm) wood (preferred), or equivalent metal with a minimum length of 3 feet (90 cm). 1. Set Stakes 2 Excavate a 4' x C Trench Upsrope Along the Line of Stakes 'M %_ Jill Flow � r N III 4. 3. Staple Filter Material to Stakes 4. Backf ll and compact the and Extend it into the Trench Excavated soil Ili► Jill r Flow Ili � Il! sheet Flow Installation (Perspective View) I I I 1 A ( I s rR A Flow 13 Points A Should be Higher than Point B Drainageway lnstalTation (Front Elevation) Plate 4.06b Construction of a Filter Barrier Source: MRCS 5. Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 36 inches (90 cm) in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches (15 cm). Sheet Flow Applications: Filter Barrier This sediment barriermay be constructed using burlap orstandard strength syntheticfflter fabric. It Is designed for low or moderate flows not exceeding 1 cis. (0.03 m3 / sec.). (See Plate 4.06b) 1. The height of a filter barrier shall be a minimum of 15 inches (38 cm) and shall not exceed 18 inches (45 cm). 2. Burlap or standard strength synthetic filter fabric shall be purchased in a continuous roll and cut to the length of the barrier to avoid the use of joints (and thus improve the strength and efficiency of the barrier). 3. The stakes shall be spaced a maximum of 3 feet (90 cm) apart at the barrier location and driven securely into the ground a minimum of 8 inches (20 cm)" 4. A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 cm) deep along the line of stakes and upslope from the barrier. 5. The filter material shall be stapled to the wooden stakes, and 8 inches (20 cm) of the fabric shall be extended into the trench. Heavy duty wire staples at least 1/2 inch (13 mm) long, hog rings, or be wire shall be used. Filter material shall not be stapled to existing trees. 6. The trench shall be backfilled and the soil compacted over the filter material. 7. Filter barriers shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Sheet Flow Application: Silt Fence This sediment barrier uses standard strength or extra strength synthetic filter fabrics. It is designed for situations in which only sheet or overland flows are expected. (See Plate 4.06d) 1. The height of a silt fence shall not exceed 36 inches (90 cm). Higher fences may impound volumes of water sufficient to cause failure of the structure. 2. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be spliced as described in item No. 8 below. Staked and Trenched - I Silt Fence Wire Reinforced eotaRed and Trenched Silt Ferree Ge Vly, tiff M15LE ROW STAKED SWT FENCE N'TS Plate 4.06c Double Row Staked Silt Fence Source: Ready Creek Improvement District 3. Posts shall be spaced a maximum of 10 feet (3 m) apart at the barrier location and driven securely into the ground a minimum of 12 inches (30 cm). When extra strength fabric is used without the wire support fence, post spacing shall not exceed 6 feet (1.8 m). 4. A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 cm) deep along the line of posts and upslope from the barrier. 5. When standard strength filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch (25 mm) long, tie wires, or hog rings. The wire shall extend into the trench a minimum of 2 inches (5 cm) and shall not extend more than 36 inches (90 cm) above the original ground surface. 6. The standard strength filter fabric shall be stapled or wired to the fence, and 8 inches (20 cm) of the fabric shall be extended into the trench. The fabric shall not extend more than 36 inches (90 cm) above the original ground surface. 7. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of item No. 6 applying. 8. When attaching two silt fences together, place the end post of the second fence inside the end post of the first fence. Rotate both posts at least 180 degrees on a clockwise direction to create a tight seal with the filter fabric. Drive both posts into the ground and bury the flap. (See Plate 4.06g) 9. The trench shall be backfilled and the soil compacted over the filter fabric. 10. The most effective application consists of a double row of silt fences spaced a minimum of three feet apart. The three foot separation is so that if the first row collapses it will not fall on the second row. Wire or synthetic mesh is may be used to reinforce the first row. (See Plate 4.06c) 11. When used to control sediments from a steep slope, silt fences should be placed away from the toe of the slope for increased holding capacity. (See Plate 4.06f) 12. Silt fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Channel Flow Applications 1. If a filter barrier is to be constructed across a ditch line or Swale, the barrier shall of sufficient length such that the bottom of the end sections of fence are higher in elevation than the top of the center section to eliminate end flow. The plan configuration shall resemble an arc or horseshoe with the ends oriented upslope. (See Plate 4.06b). 2. Use FDOT Standard Index 102, Chart 1(Plate 4.06a) as a guide for spacing. 3. The remaining steps for installing a filter barrier for sheet flow applications apply here. Maintenance 1. Silt fences and filter barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Should the fabric on a silt fence or filter barrier decompose or become ineffective before the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 3. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. 2 FILTER FABRIC MATERIAL SPPCING EF PMM TO BE 6-10 FEET APART FOR ADDITIONIAL STRENGTH FILTER FABRIC MATERIAL CAN BACiTILLED TRENCH BE ATTAR-ED TO A 6-INCH EMAXI MESH VIBE SCREEN VHICH HAS BEEN FASTENED TO THE POSTS FILTER FAaM YATO%k SE(15ffiLY FASnWD M TiC PWS of ar ib-6 ATTACHING TWO SILT FENCES TTf WIRE REsn APPPm@iSTMI I VCHIM CF FLRR ST�Ei'L �T FA4� IY1TEfIIAL RflST E%IETa CTie W POP ��W � �- _ Fpp�i F ROTATE MITH P0515 AT I 1-11,4 LEA$T lmiafEES 79 A UWATE [ OrEtam ID Rocs 1�T E F'Asgr mkTUW , sae IWf?ID"TE 4-Dal 115111L r P KACff VAIM eT <-eoL tremor � a _ RAY! WIN POSTS Aeon ■oafs MD 7sE - a+a�o AIQ LRUTr FT.AP Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. EXTRA STREN&TH FILTER FABRIC NEWEV NUTHOLIT "RE ME SUPPORT STEEL Oft WOOD POST �FLOw iJ 0%, FLOW Lrr 10 IT MAX SPA0I146 VM WIRE GUPPORT FENM b Pr MAx WAeAN6 PF"40Ur WIRE Eu rpowr ra+GE FILTER "" TO UPSTREAM Sim OF POST. RLJNOFF w STOR44PM HT. ♦Jw II=1t i�ggi� qqq� ,. �. �� 4'Ttb' TRENCH L GRAVEL WIBISAGTED STANDARD DETAIL ALTERNATE DETAIL TRENCH NTH NATIVE EIACICFILL TRENCH NTH &RAVEL NOTE+ I. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTR11311Ti SEDIMENT OTT -SITE AND GAN BE PERMANENTLY STABILIZEV. S. SILT FENCE SHALL DE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDIN S 5-FICIENCY. Plate 4.06e Silt Fence Source: Erosion Draw 4. Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared, and seeded. rsaao -t.vvs vivpol rRaL oiritenL vR a ant rW11VU aL uRv I Utl VI a aIVNe Source: HydroDynamics, Inc Place the end post _ of the second fence inside the end post of the first fence Rotate both post at ' least 160 degrees in a clockwise direction to create a tight seal with the fabric material Direction of Runoff Waters y y y Drive both post about I inches into the i -- I , -ground and bury fblp Plate 4.06g Attaching Two Silt Fences Source: HydroDynamics,lnc. 4.03 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE & EXIT (ES BMP 1.01) Definition A stone stabilized pad located at points of vehicular ingress and egress on a construction site. Purpose To stabilize entrances to the construction site and reduce the amount of sediment transported onto public roads by motor vehicles or runoff. Conditions Where Practice Applies Wherever traffic will be leaving a construction site and moving directly onto a public road or other paved area. Planning Considerations Construction entrances provide an area where mud can be removed from construction vehicle tires before they enter a public road. If the action of the vehicle traveling over the gravel pad is not sufficient to remove most of the mud, then the tires must be washed before the vehicle enters a public road. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off -site. Construction entrances should be used in conjunction with the stabilization of construction roads to reduce the amount of mud picked up by construction vehicles. Design Criteria Aggregate Size FDOT No. 1 Coarse Aggregate (1.5 - 3.5 inch stone)(4 - 9 cm) should be used. Wood chips may be used for single family residential construction, provided that they can be prevented from floating away in a storm. Entrance Dimensions The aggregate layer must beat least 6 inches (15 cm) thick. It must extend the full width of the vehicular ingress and egress area. The length of the entrance must be at least 50 feet (20 m). The entrance must widen at its connection to the roadway in order to accommodate the turning radius of large trucks. (See Plate 4.03a) DIV13Z910N RIDtSE 1ZEQUItiiED WHtSZE GRADE EXG 295 � OR 6REA"'ER exisrtN6 PAVED fZOADWA i tiLT!'_R PABRIG SECTION A - A NOTE. / SPILLJAWY USE Ov'(WBA65. STRAW HALES SFDfMENT BARRIER OR ^Ellt APPROVED METHODS (STRAW HALE TYPE SHOWW ` TO 4HANNELIZE RUNOFF TO 15ASIN AS/f IRED, SUPI'l WATER TO WASH / WHEELS Jr- NIZESSARY. ryO FLOW FLOW Im 4 I a o is A i A 2'-3' COURSE A66RESATE I ly MIN. 6' THICK h IL o 0 0 0 0 t� = Ii yDIVERSION Rivise x Sol MIN. PLAN NOTES, 2. WHEN We M3SARY, WH9 EL5 SHALL BE GLEANED I. THE ENTRANCE SHALLHE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OfI PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-)VAY. feLONEINb OF SWIII-OW, ONTO P1!ffi IG RibNTS- S. INF& WASHING IS RiWIFtED, IT 914ALL HE DONE ON AN AREA STABLIZED IM CRUSHCD STONE OF -WAY. THIS MAY Rawitte TOP PRESSIN&1,,. THAT DRAINS INTO AN APPROVED 9EDIMEW TRAP REPAIR AND/OR GLEANOUT OF ANY MEASURES OR SEDIMENT BASIN, LIMP TO TRAP SEDIMENT - Plate 4.03a Temporary Gravel Construction Entrance Source: Erosion Draw TRANSMW DETAIL I Irr u:w � sa sv L I K• r;.. .a\ �r£,tir,wN T SECT/OV A -A s9LAw ama� NOT TO $GALE . a.. sea rim V rn.rr>., o«:. rs,ror w+a. mrewwa w row/ wY(arr 0 M .rf'+wn M Ntnar r .ws rip, uwM'GlN Yttl N l.e Pai.[r b tmk raN r.W. ,(rei 1. ,aa11p p,^mr err Mww+m mw. n% errrw.- rr,•n, w error a rrn.r.M a asr o+e error[ YAY.N, gnwawn w. Sl.D�"• L rs eanwnr v ria.we en ennwrM naeAee Y N/Nw YwYn, d wMbw. fee wxmrs. rwa Y rwiA.w,�il aaeri s r snY..w Pa• w .r. W.. ( .taasrrnn +I+++N.ww+.w .wow mw r+w Iw1YG 14 STa1D .wrr.V. M W WKww MC! rf.wtl .a'b. w.era lwA-e+T N an wlwwM b r GYswr.• 4..Fwsw ,Mrc w w a..Nyr q swv` 0.. 10W W.Z1 .,w„r., rrl a, 1" .1. •A diss, a. wra+. -1. awe/lA aI1P'AM. ca[el paw nwt ."swhat Ad w. w ,ss.. t .",.o.w Aw r .61dfuI.M a.b.Nn ,A.wr r w E+Yau.r. S Ills S.mirnl £lIlwN PPA a wrrmir wow N SIFV eras r rrrw N.wlw. eY a=.[wrV w rw so. r srrow ,.ln�a.. rw wrr «..•,ue wwa.,n.>ne..rof W­N Plate 4.03b Soil Tracking Prevention Devi Source; FDOT Rggggypnd 1_4 Design giiMog a IK" Nil+. Sla IDS =,rr NOW CONNECTAN nEFAL A, 4 v w+wn a m .rirnr M• r..bnN m avwe Tie w ae�roaanP=w.wr.'mr Av ..arr+Nlwra. r.... wr., w ew +weir rlrr [a.wa YYr . Aw. d r1.� wrw .aarrvw Y. srro nrrnw Aatl ..;..n a.a r. aowi E,r s"dw, w nw wwr.M .Nm .,. „row., .rsewr yA. m,bry w..nrA• taw rewar,.Nw r sane Nw. Mi f rw srro rNa ..•.w.arr ;,.. eNdu;w w.ix rose N a .wrarw A. 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Plate 4.03b Soil Tracking Prevention Device Source: FDOT Roadway and Traffic Design Standards Washing If conditions on the site are such that most of the mud is not removed by the vehicles traveling over the gravel, then the tires of the vehicles must be washed before entering a public road. Wash water must be carried away from the entrance to a settling area to remove sediment (See Plate 4.03b). A wash rack may also be used to make washing more convenient and effective (See Plate 4.03c). Location The entrance should be located to provide for maximum utility by all construction vehicles. Construction Specifications The area of the entrance should be cleared of all vegetation, roots, and other objectionable material. A geotextile should be laid down to improve stability and simplify maintenance. The gravel shall then be placed over the geotextile to the specified dimensions. Any drainage facilities required because of washing should be constructed according to approved specifications. If wash racks are used, they should be installed according to manufacturer's specifications. Maintenance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with 2-inch (5 cm) stone, as conditions demand, and repair and/or clean out of any structures used to trap sediments. All materials spilled, dropped, washed, ortracked from vehicles onto roadways or into storm drains must be removed immediately. Look for signs of trucks and trailered equipment "cutting comers" where the gravel meets the roadway. Sweep the paved road daily for sediments and stones. Plate 4.03c Construction Entrance with Wash Rack Source: 1983 Matviand Standards for Soil Erosion and Sediment Control incrimnium Ease 9 P (S..,Eh PLANNING k ENGINEERING 144gq N DALE MABRY HWT SUITE 250 TAMPA, FL 33618 813.387-0084 olitti tD. i lttOiff� tea. SQ. ,.•,r, E IV s fi., '� �.► No.60386 ,Wt{r .s (STA Fsl STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD 7 a CLIENT: MCC% BUILDING CORP. 105CI CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g29.7737 THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAH5; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER IS PROHIBITED. PROJ It 170061 DWG NAME 170061 C06.DWG 15'5UE DATE Oq/07/2017 PROJ MGR JP ESPC DETAILS I C06,4 5HEET NUMBER S'r SF SEDIMENT FENCE NT5 GE �STRUCTION p�� 6.65 TEMPORARY SEEDING (ES BMP 1.65) Definition The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. Purposes 1. To reduce erosion and sedimentation by stabilizing disturbed areas that will not be brought to final grade for a 30days or more. 2. To reduce problems associated with mud and dust production from bare soil surfaces during construction. Conditions Where Practice Applies Where exposed soil surfaces are not to be fine graded for periods from 30 days or more. Such areas include denuded areas, soil stockpiles, dikes, dams, sides of sediment basins, temporary roadbanks, etc. Specifications Prior to seeding, Install necessary erosion control practices such as dikes, waterways, and basins. Plant Selection Select plants appropriate to the season, region, and site conditions. Consult with your local Agricultural Extension agent, county, FDEP, W MD, or FDOT office, or Table 1.65a of The Florida Development Manual. Seedbed Preparation To control erosion on bare soil surfaces, plants must be able to germinate and grow. Seedbed preparation is essential. A soil test should be taken to determine liming and fertilization requirements. In the absence of a soil test the following guidelines should be followed: 1. Liming: Where soils are known to be highly acid (pH 6.0 and lower), lime should be applied at the rate of two tons of pulverized agricultural limestone per acre. 2. Fertilizer: Shall be applied as 450 lbs./acre of 10-20-20 (10 lbs./ 1,000 sq. ft.x504 kg/ha) or equivalent. Lime and fertilizer shall be incorporated into the top 2 to 4 inches (5 to 10 cm) of the soil. 3. Surface Rouahenina: If the area has been recently loosened or disturbed, no further roughening is required. When the area is compacted, crusted, or hardened, the soil surface shall be loosened by discing, raking, harrowing, or other acceptable means. See SURFACE ROUGHENING - Section 6.60 (ES BMP 1.60). 4. Tracking: Tracking with bulldozer cleats is most effective on sandy soils. This practice often causes undue compaction of the soil surface, especially in clayey soils, and does not aid plant growth as effectively as other methods of surface roughening. Seeding Seed shall be evenly applied with a cyclone seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted no more than 114 inch (6 mm) deep. Mu chin 1. Mulching should usually be used to reduce damage from water runoff or wind erosion, and to improve moisture conditions for seedlings. Mulching without seeding should be considered for very short term protection. The use of mulch is a judgment decision based on time of seeding and conditions of individual sites. When used, mulch shall be applied according to MULCHING - Section 6.75 (ES BMP 1.75. 2. Seedings made on slopes in excess of 3:1, or on adverse soil conditions, or during excessively hot or dry weather, shall be mulched according to MULCHING - Section 6.75 (ES BMP 1.75). 3. Seedings made during optimum spring and summer seeding dates, with favorable soil and site conditions, may not require mulch. Re -seeding Areas which fail to establish vegetative cover adequate to prevent rill erosion will be filled in with proper topsoil and re -seeded as soon as such areas are identified. TEMPORARY SEEDING NTS TS (ES BMP 1.66) Definition The establishment of perennial vegetative cover on disturbed areas by planting seed. Purposes 1. To reduce erosion and decrease sediment yield from disturbed areas. 2. To permanently stabilize disturbed areas in a manner that is economical, adaptable to site conditions, and allows selection of the most appropriate plant materials. Conditions Where Practice Applies 1. Disturbed areas where permanent, long-lived vegetative cover is needed to stabilize the soil. 2. Rough -graded areas which will not be brought to final grade for a year or more. Specifications Selection of Plant Materials 1. Selection of plant materials is based on climate, topography, soils, land use, and planting season. To determine which plant materials are best adapted to a specific site, use Tables 1.66b and 1.66c of The Florida Development Manual which describe plant characteristics and list recommended varieties. 2. Appropriate seeding mixtures for various site conditions in Florida are given in Table 1.66a of The Florida Development Manual. These mixtures are designed for general use, and are known to perform well on the sites described. Adhere to these mixtures whenever feasible. Check Tables 1.66b and 1.66c for recommended varieties. Seedbed Requirements Vegetation should not be established on slopes that are unsuitable due to inappropriate soil texture, poor internal structure or internal drainage, volume of overland flow, or excessive steepness, until measures have been taken to correct these problems. To maintain a good stand of vegetation, the soil must meet certain minimum requirements as a growth medium. The existing soil must have these criteria: 1. Enough fine-grained material to maintain adequate moisture and nutrient supply. 2. Sufficient pore space to permit root penetration. A bulk density of 1.2 to 1.5 indicates that sufficient pore space is present. A fine granular or crumb -like structure is also favorable. 3. Sufficient depth of soil to provide an adequate root zone. The depth to rock or impermeable layers such as hardpans shall be 12 inches (30 cm) or more, except on slopes steeper than 2:1 where the addition of soil is not feasible. 4. A favorable pH range for plant growth. If the soil is so acid that a pH range of 6.0 - 7.0 cannot be attained by addition of pH -modifying materials, then the soil is considered an unsuitable environment for plant roots. 5. Freedom from toxic amounts of materials harmful to plant growth. 6. Freedom from excessive quantities of roots, branches, large stones, large clods of earth, or trash of any kind. Clods and stones may be left on slopes steeperthan 3:1 if they are to be hydroseeded. If any of the above criteria cannot be met, i.e., if the existing soil is too coarse, dense, shallow, acid, or contaminated to foster vegetation, then topsoil should be applied in accordance with TOPSOILING - Section 6.61 (ES BMP 1.61). Necessary mechanical erosion and sediment control practices will be Installed prior to seeding. Grading will be carried out according to the approved plan. Surfaces will be roughened in accordance with SURFACE ROUGHENING - Section 6.60 ES BMP 1.60). Soil Conditioners In order to modify the texture, structure, or drainage characteristics of a soil, the following materials may be added to the soil: 1. Peat shall be sphagnum moss peat, hypnum moss peat, reed -sedge peat or peat humus, from fresh -water sources. Peat shall be shredded and conditioned in storage plies for at least six months after excavation. 2. and shall be clean and free of toxic materials. 3. Vermiculite shall be horizontal grade and free of toxic substances. 4. Rotted manure shall be stable or cattle manure not containing undue amounts of straw or other bedding materials or toxic chemicals. 5. Thoroughly rotted sawdust shall be 6 lbs. of nitrogen added to each cubic yard (3.5 kg/mJ) and shall be free of stones, sticks, and toxic substances. 6. Where local ordinances permit, treated sewage sludge may be used in accordance with local, state, and federal regulations. Lime and Fertilizer Lime and fertilizer needs should be determined by soil tests. Soil tests may be performed by the Cooperative Extension Service Soil Testing Laboratory at the U.F., or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from county extension agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendments will be applied: ).Ubffi: 2 tons/acre finely ground agricultural or dolomitic limestone (90 lbs./1000 fe)(4.48 t/ha) FERTILIZER: Mixed grasses and legumes: 1000 lbs./acre 5-20-10 (25 lbs./1000 ft2X1.12 t/ha) Legume stands only: 1000 IbsJacre 5-20-10 (25 IbsJ1000 fi?X1.12 t/ha) Grass stands only: 1000 lbs./acre 5-20-10 (1.12 t/ha) and 300 Ibs.of38-b-0 in spring (7 lbs.11000 fe)(336 kg/ha) 1000 lbs./acre 10-20-10 (1.12 t/ha) and 300 lbs. of 38-0-0 In fall (7 lbs./l000 feX336 kg/ha) Other fertilizer formulations may be used, provided they can supply the same amounts and proportions of plant nutrients. Incorporation - Lime and fertilizer shall be incorporated into the top 4 - 6 inches (10 -15 cm) of the soil by discing or other means. When applying lime and fertilizer with a hydroseeder, apply to a rough, loose surface. Seedina 1. Certified seed should be used for all permanent seeding whenever possible. 2. Legume seed - Legume seed should be inoculated with the inoculant appropriate to the species. Seed of lespendezas, crown vetch, and clovers should be scarified to promote uniform germination. 3. Apply seed uniformly with a cyclone seeder, drill, cultipacker seeder, or hydroseeder on a firm, friable seedbed. Maximum seeding depth should be 114 inch. 4. Hvdroseedina - To avoid seed damage, it is recommended that if a machinery breakdown of 30 minutes to 2 hours occurs, 50% more seed be added to the tank, based on the proportion of the slurry remaining in the tank. Beyond 2 hours, a full rate of new seed may be necessary. Often hydroseeding contractors prefer not to apply lime in their rigs as it is abrasive. In inaccessible areas, lime may have to be applied in pelletized or liquid forth, PAS PERMANENT SEEDING NTS separately. Rates of wood fiber should be at least 2000 lbs. per acre (2.24 t(ha). Surface roughening is particularly important when hydroseeding, as a roughened slope will provide some natural coverage of lime, fertilizer, and seed. 5. Legume inoculants should be used by the date indicated on the container. When dry seeding use four times the manufacturer's recommended rate and use ten times the recommended rate of inoculant when hydroseeding. Mulchina All permanent seeding must be mulched immediately upon completion of seed application. Refer to MULCHING - Section 6.75 (ES BMP 1.75). Maintenance of New Seedinas Irrigation: ion: New seedings should be supplied with adequate moisture. Supply water as needed, especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water application rates should be controlled to prevent runoff. Inadequate amounts of water may be more harmful than no water. Re -seeding: Inspect seeded areas for failure and make necessary repairs and reseedings within the same season, if possible. 1. If vegetative cover is inadequate to prevent rill erosion, overseed and fertilize in accordance with soil test results. 2. If a stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer. Re-establish the stand following seedbed preparation and seeding recommendations, omitting lime and fertilizer in the absence of soil test results. NOTE: if vegetation has failed to grow, soil must be tested to determine if acidity or nutrient imbalances are responsible. Fertilization: Seedlings should be fertilized one year after planting to insure proper stand density. 1. To established all -grass stands, apply 500 lbs./acre of 10-20-10 (12 lbs./1000 ft2)(560 kg/ha) between August 15 and November 15, (The first fall following seeding.) 2. To legume -and -grass stands or pure legume stands, apply 500 lbs./acre of 0-20-20 (12 lbs./1000 ft2)(560 kg/ha) in early May or between August 15-October 15. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. DISTURBED AREAS WHICH ARE TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN 15 DAYS AFTER FINAL GRADE IS REACHED UNLESS TEMPORARY STABILIZATION IS 6.67 SODDING (ES BMP 1.67) Definition Stabilizing fine -graded disturbed areas by establishing permanent grass stands with sod. Purposes 1. To establish permanent turf immediately. 2. To prevent erosion and damage from sediment and runoff by stabilizing the soil surface. 3. To reduce the production of dust and mud associated with bare soil surfaces. 4. To stabilize drainageways where concentrated overland flow will occur. 1. Disturbed areas which require immediate vegetative covers, or where sodding is preferred to other means of grass establishment. 2. Locations particularly suited to stabilization with sod are: a. slopes and buffer strips. b. waterways and swales, especially around drop inlets. C. residential or commercial lawns where quick use or aesthetics are factors. Specifications Soil Preparation 1. Prior to soil preparation, areas to be sodded shall be brought to final grade in accordance with the approval plan. These operations should leave as much topsoil as possible or replace the topsoil to a depth of four inches (10 cm). 2. Soil tests should be made to determine the exact requirements for lime and fertilizer. Soil tests may be conducted by the State Laboratory at the University of Florida or a reputable commercial laboratory. Information on state soil tests is available from county agricultural extension agents. When a soil test is not made the following soil amendments should be made: .wWwr, •xw. .w....N.. ,y. , LAY SOD W A SODERED PATTERN. BUTT THE STRIPS iKiNiLY AOMNST WHM NOT wrm FAAVVE Es A0 DO NOT ,p. wVnn rya . OVERLAP. A 9IYNPIM UhSIONS TROWEL IS A NANW TOOL FOR TUCINNO M� DOWN TIE ENDS AND IPoMMNO PIECES. pgM ARDLED ENDS TCUR[R IN NA71C SOLD MUST BE MATCHED ODIiREC1LY. Platte 6.67a Sodding Source: Virginia DSWC WATER TO A DEPIH NOW WHEN VIE SOD 6 OF 4' AS NEEDED. ERASUSHED - N WATER WELL AS SOON 2-3 WEEKS. SET THE AS I E SOD 5 LAD. MOWER HM (Z-r). Appearanea of Good Sod StM" OR DRABS BLADES. NCEAL'7HY,/IOMEDEEO,ErPI MD comic NDGiT. g CRSS cuPPINGS AND DEAD iFa-g! AvP TO Ir TNXX Rear zoMESOL��AND ROM. DVM RWTT{MT FORiSMENOTH. Pulverized agricultural limestone at 100 lbs./1000 ft2 (2 tons/acre)(4.48 t/ha) Fertilizer at 25 lbs./1000 ft2 (1000 lbs./acre)(1.12 Uha) of 10-10-10 in fall or 251bs./1000 ft2 of 5-10-10 in spring, NOTE: Equivalent nutrients maybe applied with other fertilizer formulations. These amendments shall be spread evenly over the area to be sodded, and incorporated into the top 3 - 6 inches (8 -15 cm) of the soil by discing, harrowing or other acceptable means. 3. Prior to laying sod, the soil surface shall be clear of trash, debris, roots, branches, stones and clods In excess of 2 inches (5 cm) in length or diameter. Sod shall not be applied to gravel or other non -soil surfaces. 4. Any irregularities in the soil surface resulting from topsoil or other operations shall be filled or leveled in order to prevent the formation of depressions or water pockets. 5. Areas to be topsoiled and topsoil used shall fulfill the requirements of TOPSOILING - Section 6.61 (ES BMP 1.61). No sod shall be spread on soil which has been treated with soil sterilants until enough time has elapsed to permit dissipation of toxic materials. Sod Quality 1. Sod should be free of weeds and undesirable coarse weedy grasses. If possible, Certified or Approved turfgrass sod should be used. 2. Sod shall be machine cut at a uniform soil thickness of 3/4 inch (20 mm), plus or minus 1/4 inch (6 mm), at the time of cutting. This thickness shall exclude shoot growth and thatch. 3. Pieces of sod shall be cut to the supplier's standard width and length, with a maximum allowable deviation in any dimension of 5%. Torn or uneven pads will not be acceptable. 4. Standard size sections of sod shall be strong enough to support their own weight and retain their size and shape when suspended from a firm grasp on one end of the section. 5. Sod shall be not cut or laid in excessively wet or dry weather. 6. Sod shall be harvested, delivered, and installed within a period of 36 hours Sod installation A. Solid Sodding (Plate 6.67a) 1. Irrigate areas to be sodded with a minimum of 1/2-inch (13 mm) of water unless recent rains have provided equivalent moisture. 2. The first row of sod shall be laid in a straight line with subsequent rows placed parallel to and butting tightly against each other. Lateral joints shall be staggered to promote more uniform growth and strength. Care shall be exercised to insure that sod is not stretched or overlapped and that all joints are butted tight in order to prevent voids which would cause drying of the roots. FLOW L ......�:..:...... ....:. �... L L "• L r L L LAY $DO ACROSS THE Lr_ DIRECTION of maw. _ . L L L _ 4 .................... USE PEGS OR STAPLES TD FASTEN SOD Ir-IG FM LY - AT THE ENDS OF STRIPS AND IN THE CENTER, OR !VERY 3" KET IF THE SMPS ARE Li NO. WHEN READY TO MOW. DRNE PUS OR 5111US FU.SN WGROUND.::: IIiI THE •fi•,�r::::::::::.�:;:::::::.�:f:::�' . •�EG'OR'.•• L a L L N CRITICAL ARM SECURE SOD WITH NEriNM USE STAPLES. Lr- �. - L rr L. •::•:�• :: L LLB`_ L Plate 6.67b Sodding Swales and Waterways Source: Virginia DSWC 3. On slopes 3:1 or greater, or wherever erosion may be a problem, sod shall be laid with staggered joints and secured by pegging or other approved methods. Sod shall be installed with the length perpendicular to the slope (on the contour). Begin laying sod at the bottom of the slope and work uphill. On very steep slopes, the use of ladders will facilitate the work and prevent damage to the sod. 4. Surface water cannot always be diverted from flowing over the face of the slope, but a capping strip of heavy jute or erosion netting, properly secured, along the crown of the slope will provide extra protection against lifting and undercutting of sod. This same technique can be used to fortify sod in water -carrying channels and other critical areas. Use wire staples to anchor heavy jute or erosion netting in channels. 5. As sodding of clearly defined areas is completed, sod shall be rolled or tamped to provide firm contact between roots and soil. 6. After rolling, sod shall be irrigated to a depth sufficient that the underside of the sod pad and the soil 4 inches (10 cm) below the sod is thoroughly wet. 7. During the first week, in the absence of adequate rainfall, watering shall be performed as often as necessary to maintain moist soil to a depth of at least 4 inches (10 cm). 8. The first mowing shall not be attempted until the sod is firmly rooted, usually after 2 - 3 weeks. Not more than 1/3 of the grass leaf should be removed at any one cutting. B. Spot Sodding 1. Spot sodding is the planting of plugs or blocks, a minimum of 4 inches (10 cm) in diameter or square, of sod at measured intervals. The plugs or blocks should be placed one foot (30 cm) apart. 2. Sod spots within a row should be placed alternately and not directly opposite sod spots in adjacent rows. 3. Fit the plugs or blocks tightly into prepared holes and tamp them firmly into place. 4. Irrigate to a depth sufficient that the underside of the sod spot and the soil 4 inches (10 cm) below the sod is thoroughly wet. C. Strip Sodding 1. Areas to be strip sodded should be fertilized, limed, prepared and smoothed as in solid sodding. 2. Lay the strips end to end in rows that are from 1 to 1-1/2 feet (30 to 45 cm) apart with the strips a minimum of 2 to 4 inches (5 to 10 cm) wide. 3. Roll or tamp the strips thoroughly to provide firm contact between roots and soil. 4. Irrigate to a depth sufficient that the underside of the strips and the soil 4 inches (10 cm) below the strips are wet. D. Sodded Swales and Waterways (Plate 6.67b) 1. Care should be taken to prepare the soil adequately in accordance with this specification. The sod type shall consist of plant materials able to withstand the designed velocity. (See STORMWATER CONVEYANCE CHANNELS - Section 6.35 (ES BMP 1.35). 2. Sod strips in swales and waterways shall be laid perpendicular to the direction of flow. Care should be taken to butt ends of strips tightly. 3. After rolling or tamping, sod shall be pegged or stapled to resist washout during the establishment period. Chicken wire, jute or other netting may be pegged over the sod for extra protection in critical areas. 4. All other specifications for this practice shall be adhered to when sodding a swale or waterway. Maintenance of Established Sod 1. After the first week, sod shall be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy. 2. Apply lime and fertilizer under a regular program based on soil tests and on the use and general appearance of the vegetative cover. In the absence of a soil test apply 1 - 2 tons/acre (45 - 90 lbs./l000 ft)(2.24 to 4.48 t(ha) of finely ground agricultural limestone every three years. Apply 400 - 500 lbs./acre (9 -18 lbs./l000 ft2 )(450- 560 kg/ha) of 10-10-10 fertilizer. To obtain better vegetative cover, topdress with 150 - 300 lbs./acre (6 - 12 lbs./l000 ft2)(170 - 340 kg/ha) of 16-4-4 fertilizer during the growing season, but at least six weeks before the end of the growing season. If Centipede or St. Augustine grass is used, do not apply more than 1 pound of actual nitrogen per 1000 ft (20 - 40 lbs./acre)(22 - 44 kg/ha). 3. Mow to control weeds, improve the appearance of the vegetative cover, and to reduce fire hazard, as necessary. In general, the coarser the leaf texture of the grass, the higher it should be cut. Continuous close mowing will result in loss of vigor and reduced stand. No more than 1 /3 of the grass leaf should be removed in any mowing. ,a -ingenium 1NTIR,PRfS ? PLANNING & ENGINEERING 144gq N DALE MABRY HWY 5UITE 250 TAMPA, FL 33618 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD I-- Q LI._ ll U U) J LU >_ J lid Z3 Iw V N ►i tfI a CL CLIENT: MCCON BUILDING CORP, 105CI CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REV15ION H15TORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT A5 DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILE5 MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT D PRE55ED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROD # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT A5 DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILE5 MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT D PRE55ED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROD # 170061 DWG NAME 170061 C06.DWG 155UE DATE Oq/07/2017 PROJ MGR JP ESPC DETAILS II C06,5 5HEET NUMBER i#I♦ -r- I - - A -. i.:..., M-.-.r-Ali , _I-7R I_i. -IJITi -3-`I ._ 4.08 STORM DRAIN INLET PROTECTION (ES BMP 1.08) Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. Pur ose To prevent sediment from entering storm water conveyance systems prior to perm anent stabilization of the disturbed area. Condition Where Practice Applies Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Different types of structures are applicable to different conditions (see Plates 4.08a through 4.08h). Plannina Considerations Storm sewers which are made operational before their drainage area is stabilized can convey large amounts of sediment to receiving waters. In case of extreme sediment loading, the storm sewer itself may clog and lose most of its capacity. To avoid these problems, It is necessary to prevent sediment from entering the system at the inlets. This section contains several types of inlet filters and traps which have different applications dependent upon site conditions and type of inlet. Other innovative techniques for accomplishing the same purpose are encouraged, but only after specific plans and details are submitted to and approved by the stormwater permitting agency. Note that these various Inlet protection devices are for drainage areas of less than one acre (0.4 ha). Runoff from large disturbed areas should be routed through a TEMPORARY SEDIMENT TRAP - Section 4.25 (ES BMP 1.25). Design Criteria 1. The drainage area shall be no greater than 1 acre (0.4 ha). 2. The inlet protection device shall be constructed to facilitate clean out and disposal of trapped sediment and to minimize interference with construction activities. 3. The inlet protection devices shall be constructed so that any resultant ponding or 2 X 4' VOOD FRAME DROP INLET WITH GRATE T1a FRAEIE Is' MAX IL � �---� r 31 kis I I I I GATHER I. ATCESS CORNERS 1 11 Perspective Views SINCE FABRIC �q II V . I• HDJ. Elevation of Stake and iill( � Fabric Orientaion Detail A speal is Application This method of Inlet protection is applicable where the inlet drains a relatively flat area (slope no greater than 5%) where the inlet sheet or overland flows (not exceeding 1 c.f s.) are typical.The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. stormwater will not cause excessive inconvenience or damage to adjacent areas or structures. Plate 4.08c Straw Bale and Gravel Drop Inlet Sediment Barrier Source: Erosion Draw Plate 4.08e Filter Fabric Drop Inlet Sediment Filter 4. Design criteria more specific to each particular inlet protection devices will be found Construction Specifications Source: North Carolina Erosion and Sediment Control Manual on Plates 4.08a-h. Gravel and wire mesh drop inlet sediment filter Plate 4.08a Straw Bale Drop Inlet Sediment Filter Source: Michigan Soil Erosion and Sedimentation Control Guil STRAY BALES ARE TO BE PLACED 4 INCHES IN THE SOIL. TIGHTLY ABUTTING VITH NO GAPS, STAKED AND BACKIFILLED AROUND THE ENTIRE OUTSIDE PERIMETER Straw bale drop Inlet filter 1. Wire mesh shall be laid over the drop inlet so that the wire extends a minimum of 1. Bales shall be either wire -bound or string -tied with the bindings oriented around the one foot (30 cm) beyond each side of the inlet structure. Hardware cloth or sides rather than over and under the bales. comparable wire mesh with 112 inch (13 mm) openings shall be used. If more than one strip of mesh is necessary, the strips shall be overlapped at least 1 ft. (30 cm). 2. Bales shall be placed lengthwise in a single row surrounding the inlet, with the ends of adjacent bales pressed together. (See Plate 4.08a) 2. FDOT No. 1 Coarse Aggregate (1.5" to 3.5" stone)(4 - 9 cm) shall be placed over the wire mesh as shown on Plate 4.08c. The depth of stone shall be at least 12 3. The filter barrier shall be entrenched and backfllled. A trench shall be excavated inches (30 cm) over the entire inlet opening. The stone shall extend beyond the around the inlet the width of a bale to a minimum depth of 4 inches (10 cm). After inlet opening at least 18 inches (45 cm) on all sides. (See Plate 4.08f) the bales are staked, the excavated soil shall be backfilled and compacted against the filter barrier. (See Plate 4.08b) 3. If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stones must be pulled away from the inlet, cleaned and 4. Each bale shall be securely anchored and held in place by at least two stakes or replaced. rebars (See p. 4-17) driven through the bale. NOTE: This filtering device has no overflow mechanism. Therefore, ponding is likely 5. Loose straw should be wedged between bales to prevent water from entering especially if sediment is not removed regularly. This type of device must never be used between bales. where overflow may endanger an exposed fill slope. Consideration should also be given to the possible effects of ponding on traffic movement, nearby structures, working areas, 6. Gravel may be spread around the bales to improve stability. (See Plate 4.08c) adjacent property, etc. Fabric drop inlet sediment filter 1. Fabric shall be cut from a continuous roll to avoid joints. 2. Stakes shall be 2" x 4" (5 cm x 10 cm) wood (preferred) or equivalent metal with a minimum length of 3 feet (90 cm). (See Plate 4.08d) 3. Staples shall be of heavy duty wire at least 1/2-inch (13 mm) long. A. Stakes shall be spaced around the perimeter of the inlet a maximum of 3 feet (90 cm) apart and securely driven into the ground minimum of 8 inches (20 cm). A frame of 2" x 4" (5 cm x 10 cm) wood shall be constructed around the top of the stakes for proper stability. 5. A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 cm) deep around the outside perimeter of the stakes. (See Plate 4.08e) 6. The burlap shall be stapled to the wooden stakes, and 8 inches (20 cm)of the fabric shall be extended into the trench. The height of the filter barrier shall be a minimum of 15 inches (38 cm) and shall not exceed 18 inches (45 cm). 7 The trench shall he hackfilled and the snil cmmnarted over the hurlan. _ 1' IN'. o%'•svt'v OVEWLW I it a 4 I FALTERED PATER SECTION AA NOTE: STRAW BALE FILTERS ARE NOT TO BE USED IF ADJACENT AREA TCI INLET IS PAVED Plate 4.08b Straw Bale Filter for Area Inlet Source: HydroDynamics, Inc. ��, INLET PROTECTION NTS SECTION A -A t. DROP INLET 5E12WENT SARRERS ARE TO BE 4. TM TOF OF'11C PRAMS (PONDIN6felo T) f USED "OR SMALL, NEARLY LEVEL DRAINAGE MIST BE HELL BELOW THE 6ROLW mevAnow Ar EAS It.EW THAN SW DOMOLOPE TO PRL•VENT RUNOFF FROM my- 2. USE 294 i'IOOD OR FAUIVALENT METAL 5TAKE5, PASSING THE INLET. A TEMPORARY PIKE MAY (e FT. MIN L1946Ttlj BE NEGESSARY ON TIME DOYtFISL.OPE Site OF S. INSTALL W" NIOOA TOP PRAMS TO INSURE THE .STRUGTURE. 5TAN91I.ITY. Plate 4.08d Silt Fence Drop Inlet Sediment Barrier Source: Erosion Draw -W . ( 4.•. y uv A: a.r 111- " ,111111 A.: - SEDIMENT a' WIRE MESH FILTERED WATER Sneci icApo,ication This method of inlet protection Is'applicable where heavy concentrated flows are expected, but not where ponding around the structure might cause excessive Inconvienee or damage to adiacent structures and unprotected areas. Oraaval shall be VDOT 0, #3571, or Y5 Cows* AgMata Plate 4.08f Gravel and Wire Mesh Drop Inlet Sediment Filter Source: Virginia DSWC Block and aravel drop inlet sediment filter 1. Place concrete blocks lengthwise on their sides in a single row around the perimeter of the inlet, with the ends of adjacent blocks abutting. The height of the barrier can be varied, depending on design needs, by stacking combinations of 4 inch, 8 inch and 12 inch (10, 20, and 30 cm) wide blocks. The barrier of blocks shall beatleast 12 inches (30 cm) high and no greater than 24 inches (60 cm) high. 2. Wire mesh shall be placed over the outside vertical face (webbing) of the concrete blocks to prevent stone from being washed through the holes in the blocks. Hardware cloth or comparable wire mesh with 112 inch (13 mm) openings shall be used. (See Plate 4.08g) 3. Stone shall be piled against the wire to the top of the block barrier. Suitable coarse aggregate shall be used. (See Plate 4.08h) 4. If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from the blocks, cleaned and replaced. 5. As a very temporary alternative, pervious burlap bags filled with gravel may be placed around the inlet provided that there are no gaps between the bags. (See Plate 4.08i) 6. Either of these two practices may be installed on pavement or bare ground Sod drop inlet sediment filter 1. Soil shall be prepared and sod installed according to the specifications in SODDING Section 6.67 (ES BMP 1.67). 2. Sod shall be placed to form a turf mat covering the soil for a distance of 4 feet (1.2 m) from each side of the inlet structure. (See Plate 4.08j) Prefabricated drop inlet Internal filter bag (ACF Silt Sack) 1. Remove the grate over the catch basin and insert the filter device, then replace grate to hold the device in position. 2. When sediments have accumulated to within one foot (30 cm) of the grate the filter insert must be removed by a front-end loader or forklift. The filter may be discarded and replaced or ft may be emptied, cleaned, and reused. NOTE: This segment does not constitute a product endorsement. DRAIN GRATE r,RAVa- 6A SECTION A - A GONCRL"TE BLOCK CMAVEL BACKFILL (5/4' MIN) MIRE SCREEN OR FILTER FABRIC ONDIN6 HT. NOTES: 5. Ti•E Tot° OF THE STRUCTt112£ &VNDIN6 HetsFIT) I. DROP INLET SEDIMENT SARItlEft ARE TO MUST BE HELL SIRi.OK THE GROUND ELEVATION 9& VOW FOR SMALL, NEARLY LEVEL DRAINAGE DOINNSLOPE TO PREVENT R1#40PF FROM BY - AR AS. (LESS THAN 5%) PASSIN6 THE INLET. A TEMPORARY DIKE MAY Z. EXCAVATE A BASIN OF SUFFICIENT SIZE BE NECESSARY ON THE DOWNSLOPE SIDE OF ADJACENT TO THE DROP INLET. THE STRUCTURE. to 4.08g Block and Gravel Drop Inlet Sediment Filter source: troslon uraw DROP INLET WiTH CRATE �- SEDIMENT SRadic Uollication This method of inlet protection Is applicable where heavy flows are expected and where an overflow capacity;' necessary to prevent excessive pon&g around the structure. Gravel shall be FOOT #% #357, or #S Comm AgWegats. e 4.08h Block and Gravel Drop Inlet Sediment Filter :e; Michigan Soil Erosion and Sedimentation Control Guidebook WAVFL n IM WFKK MM-T r o ewF° � wnz" A t r+ 4 A 3/4-Po+ rF M, mHr IN PEW= RNA DLET Maw r.'A+TE att,rw eAra LR SYN M= FET 5%2 �,y B U74 21 IS$9 VIDE MO E1Y 24 Does LOia 12 II+6iS YIOE 1MID 6 HIES h60i I IF A MALE LATER IF wAvm FX70 BAM Aral LID. ItC 17 WO Bat T£ r..ACEn 9" TINT Fa GAPS om EY WO WA TFE U2M LATER Cr M WE sumro�txr L7+ELSLDJ D• LiRAVEL I [I6tYF1. FlLTEB B94i aN ff A SDOE lit L091E DYER S Tiller olnvEt. f3TEIt B,os ale+ S iFNT rd7 rt�PS ARi EvIDDR CROSS-SECTION AA I SIDE VIEV i CONCRETE BLOCK FILTER I GRAVEL FILTER BAGS RCTEI: GRAVEL FILTERS MAY BE USED ON PAVEMENT OR BARE GROUND Plate 4.081 Gravel Filters for Area Inlets Source: HydroDynamics, Inc. Prefabricated drop inlet external filter (Suntree Isles Grate Inlet Protector) 1. Place the device over the inlet. If the inlet has a grate, the device shall be secured to the grate by means of a long toggle bolt. If the grate is not present, the device shall be bolted directly to the concrete. 2. Sediments shall be removed when they have accumulated to within one foot (30 cm) of the top of the device. The filter fabric elements shall be cleaned or replaced at that time. NOTE: This segment does not constitute a product endorsement. Gravel curb inlet sediment filter 1. Hardware cloth or comparable wire mesh with 1/2 inch (13 mm) openings shall be placed over the curb inlet opening so that at least 12 inches (30 cm) of wire extends across the top of the inlet cover and at least 12 inches (30 cm) of wire extends across the concrete gutter from the inlet opening. (See Plate 4.08k) 2. Stone shall be piled against the wire so as to anchor it against the gutter and inlet cover and to cover the inlet opening completely. FDOT No. 1 Coarse Aggregate shall be used. 3. An overflow weir can be constructed of 2" x 4" (5 x 10 cm) boards to lessen ponding from this practice. (See Plate 4.08L) 4. If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from the block, cleaned and replaced. Block and gravel curb inlet sediment filter 1. Two concrete blocks shall be placed on their sides abutting the curb at either side of the inlet opening. 2. A 2" x 4" (5 x 10 cm) board shall be cut and placed through the outer holes of each spacer block to help keep the front blocks in place. 3. Concrete blocks shall be placed on their sides across the front of the inlet and abutting the spacer blocks. (See Plate 4.08m) 4. Wire mesh shall be placed over the outside vertical face (webbing) of the concrete blocks to prevent stone from being washed through the holes in the blocks. Hardware cloth with 1/2 inch (13 mm) openings shall be used. 5. FDOT No. 1 Coarse Aggregate shall be piled against the wire to the top of the barrier. Plate 4.081- Gravel Curb Inlet Sediment Filter with Overflow Weir Source: Maryland Standards and Specifications for Soil Erosion and Sediment Control w w 4' .- FOUR 1-FOOT MOE STRIPS OF SOD ON EACH SIDE OF THE DROP INLET RUNOFF WKF R FILTERED wAM w1r4 smlMErrr SPECIFIC APL.UCATiON THIS METHOD OF INLET PROTECTION IS APPPLICABL.E ONLY AT THE TIME OF PERMANENT SEEDING, TO PROTECT THE INLET FROM SEDIMENT AND MULCH MATERIAL UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. Plate 4.08j Sod Drop Inlet Sediment Filter Source: Virginia DSWC r GRAVEL Fl LT ER t zl RUNOFF WATER WIRE MESH FILTERED WATER I A.- __ 'IC •p W - *` s. IT SEDIMENT CONCRETE GUTTER 12 CURB INLET Specific ApDlication This method of inlet protection is applicable at curb inlets where ponding in front of the structure is not likely to cause Inconvenience or damage to adjacent structures and unprotected ares. Gravel Shall be VDOT #3, #367, or #5 Coarse Aggregate. Plate 4.08k Gravel Curb Inlet Sediment Filter Source: Virginia DSWC. ~1�fi~=,►ass_ • Perspective View ,/� �`- T' x 4* WEIR Z X 4' SPAM SAND SING OR r MINIMUM LENGTH ALTERNATE WEIGHT orVx4' Y x r WEIR GRAVEL Side Elevation ' 1• x •t• SPACER WIRE MEA4 ' ::.::�,: '• INLET SPECIFIC APPLICATION TO PIPE THIS METHOD OF INLET PROTECTION IS APPLICABLE TO CURB INLETS WHERE A STURDY, COMPACT INSTALLATION IS DESIRED. EMERGENCY OVERFLOW CAPABILITIES ARE MINIMAL.. SO EXPECT SIGNIFICANT PONDING WITH THIS MEASU RE - GRAVEL SHALL BE VDOT COARSE AGGREGATE Jp3,. #357 OR #5 �- SACK OF SIPEAALK A CATCH SA5IN �- SACK OF CURB CURB tNLt:T 2X4 WOOD STUD CONCRETE BLOCK KIM t SCREEN`� L A OR GONGRLTE BLocK 3/4• 0 MAIN GRAVEL PLAN VIEW BR PONDIN6 MISHT ter^ CONCRETE BLOT •VE:RFLOri t CURB INLET MURE SCREEN OR � I � Fn-TLR FABRIC 2X4 }HOOD STUD CATCH BASIN / SECTION A - A - NOTES- 2. BARRIER SHALL ALLOW FOR OVERFLOW 1. USE BLOCK AND 6RAVEL TYPE SEDIMENT FROM 515E STORM END R 3. AND REMOVE SEDIMETLT BARRIER WHEN CURB INLET 15 LOCATED IN AFTER EACH STORM EVENT. SEDIk1tNT AND TEREINSPECT i4 STORM ISENTLY SLOPING STREET S)=6M1ENT, V+!lI GRAVEL. MUST Be REMOVED PROM THE YNATER GAN POND AND ALLOW SEDIMENT TO TRAVEL.=D WAY 1MMWIATELY. SEPARATE FROM R!)NOPF. e 4.08m Block and Gravel Curb Inlet Sediment Barrier m: Erosion Draw LEAYE eE mAvYEL• FFIILIER IILmLS PriVOiT WVB. FILTER V PF0&AiFLY AV IINW tp 3/4-M DINVERI PIJCW ill MNE1£Nr !F ridAVEt T[A ff 0?d>ElE a 97tS I a is TO ENVE A TNo FOPS 7ELY A 5 M S FICK BEET O A RICE tiRAVTf FILTER Dr"rm ARE EL3 I GGWS ME Ev1�DEW cu'aae ama 3i4-D431 twiM CWAI ED IN PERVFIS s RL* a+rs OR 7*4111c IC NET EACS *VIIIIIIIIILn p n VI M6 VCHM pES I va OVEsstD1 r><4 UMSiIII PAVEMENT CONCRETE WALK RIOT �► I _ r OF MOEL FILTER EWr BE AM e GSREM TGRA�AI NO FILTERED RI I CDCXW VALK r#PS ARE EVIMW CROSS-SECTION AA ( FRONT VIEW CONCRETE BLECK FILTER l GRAVEL FILTER BAGS ROTE: GRAVEL FILTERS CAN BE USED ON PAVEMENT DR BARE GROUND Plate 4.08n Curb Inlet Gravel Filters Source: HydroDynamics, Inc. ingefflium PLANNING & ENGINEERING 14499 N DALE MABRY HWY 5UITE 250 TAMPA, FL 33618 813.387.0084 „ No' 60386 A � N A% STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLAN5 PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD 0 N a CL CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REV15ION W15TORT ----/--/---- ----/--/---- ----/--/---- -- --/--/---- ----/--/---- ----/--/---- ----/--/---- -- --/--/---- ----/--/---- -- THE CIVIL ENGINEER REGULARLY UPDATE5 ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A PROJECT. AS A RE5ULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO IT5 FINAL RELEA5E DOE5 NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT A5 DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILF5 MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRE55, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEA5 REPRE5FNTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONTENT OF THE CIVIL ENGINEER. THE5E PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LA145; ANY 115E OF SAME WITHOUT EXPRESSED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170%1 C06.DWG 155UE DATE Oq/07/2017 PROJ MGR JP ESK DETAILS III C06.6 SHEET NUMBER i H, .i ml-:: f,j•f -�f :I 1, l I \\ \ri 7 , �j F � o I 11I^T111❑ �1 I� I f: I ?f f 4 II G`© I III if I \ II I I I.: I IF4 ZONE 'X' 3 if a )1 f �? i i f 3 _ SECTION 1405-202 L�0 _ — i; I ; I if r //! �_i I C\4 O� ifs i i j t ' f 1 t I; I`3 i. .n, + ; f i � 500 SOD p SOD _3 t (1 )FLAX LILY ( ? (6)LIVE OAK (I)LIVE OAK e IA111 , T TLE 3 NA 1- E. ......... -------- _ .�: ' - I TAN F ( (1 EET 1 J ALLEE . ... . . ..... ... _; L-L-L-) J v ♦ r` Ifj '(21�LUE PACIFIC .5H64 JUNIPER ' CH E Mf J x x (3)INDIAN 1AWTHORN x 3 " x f x 0 20' BUILDING SETBACK 15' BUFFER — PACIFIC SHORE JUNIPER N —(15) LILY X ( FLAX LILY PACIFIC SHORE k (55)FLAX LILY , r a •: 11 IFIC (21)BLUE PACIFIC .,. �JUNIPER RESTAURANT l o a� �. r �' WITH I�� a rf +► �, gay '� _ . , , ���;.�� i � ems'! at A �► . �o a .y 50,4'ACIF T!1 1025,6 (223)WALTER'5 VIEURNU rr '� aaiA71060 (2)LIVE OAK (I)ALLEE ELM (2)MAQUTA (6)LIVE OAK GRATE INLET TOP EL.: 103.96' NW INV. EL.: 101.42' -� A - CITY OF ZEPHYRHILLS LANDSCAPING REQUIREMENTS FRONTAGE REQUIREMENTS (I TREE/50' PROPERTY LINE) PROPERTY LINE LENGTH SHADE TREES REQUIRED SHADE TREES PROVIDED NORTH 324,73' 7 7 SOUTH 152.20 4 4 EAST 322.57' 7 7 WEST 225,42' 15 5 VEHICULAR USE AREA TOTAL VUA LANDSCAPE AREA REQUIRED I SHADE TREE PER 200 SQ. FT. 36,g73 SQ, FT, 3,6g7 SQ. FT. (10%) Ig TREES REQUIRED/PROVIDED Section 7.06.04 TREE REMOVAL GUIDELINES In conjunction with any development, building or landscape clearing, a percentage of trees as defined herein, may be removed in accordance with the following table. removal of any trees over these guideline percentages may respire replacement at a rate of double the inch -per -inch basis or financial contribution to the Parks Department Tree Trust / Fund. The waiving of the percentages detailed in these guidelines is at the discretion of the director. AVERAGE NUMBER OF TREES PER ACRE OF DEVELOPMENT (6' IN CALIPER OR LARGER) PERCENTAGE ALLOWED TO BE REMOVED ABOVE 40 50% 20 TO 40 30% IO TO 19 10% UNDER IO NONE, UNLESS THE TRUNK BREAST HEIGHT IS WITHIN 8 FEET OF A PROPOSED STRUCTURE OR �(2)LIVE OAK IMPROVEMENT SUCH AS A ROAD, UTILITY LINE AND THE LIKE OR IF THE DEVELOPER AGREES TO REPLACE ANY TREES REMOVED IN ACCORDANCE WITH THE TERMS OF THI5 PART TOTAL COUNT OF ALL ON -SITE EXISTING TREES 6' AND LARGER = 189 COUNT OF ALL ON -SITE TREES 6" AND LARGER BEING REMOVED = 189 TOTAL COUNT/TOTAL ACREAGE = X TREES PER ACRE AVERAGE = I8q/1.43AC=132 TOTAL REMOVAUTOTAL COUNT = X% REMOVAL = 189 / 189 = 100% TOTAL PERCENTAGE ALLOWED TO BE REMOVED = 50% (3)MAGNOLIA TOTAL PERCENTAGE OF TREES REMOVED = 100% TREE REMOVAL TABLE TYPE SIZE(DBH) QTY TOTAL DBH GRAND TREES (8)MAG"A LIVE OAK 35' 1 35' LIVE OAK 36' 1 36' TOTAL DBH GRAND TREES REMOVED 71' PROTECTED TREES LIVE OAK 24' 1 24' LIVE OAK 25' 2 50' LIVE OAK 26' 1 26' LIVE OAK 30' 1 30' TOTAL DBH PROTECTED TREES REMOVED 130" C� PLANT 5CHEDULE TREE REPLACEMENT REQUIRED '�'jj ®i 1 1 1 PLANNING it ENGINEERING 1449W N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0064 STATE OF FLORIDA iTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD DBH REMOVED REPLACEMENT VALUE REQUIRED REPLACEMENT DBH Q TOTAL OVER 50% 1,272' 2:I 2,544' Z Q GRAND TREES 71" 2:I 142" Q PROTECTED TREES 130" 2:1 260" TOTAL REPLACEMENT REQUIRED 1,473' 2,947' Q J TOTAL REPLACEMENT PROVIDED 176" TOTAL INCHES REMAINING 2,779' LU 0) NOTE: MITIGATION FEES ARE BASED ON INCHED REMOVED, NOT BASED ON INCHES OF REQUIRED REPLACEMENT J TREE MITIGATION FEES DUE: (n — 51ZE OF PROTECTED TREE INCHES REMOVED REPLACEMENT VALUE REPLACEMENT COST <= 10" DBH 684" $50 $34,200 LU > 100, ( 20' DBH 1,370 $100 $137,000 >=20", C 30' DBH 217" $125 $27,125 V N >= 30' DBN 71" $150 $10.650 TOTAL REPLACEMENT DUE 2,342' $208,975 f, . CO" NAME EIOTANICAL NAME SIZE REMARKS SPACING TOTAL DBN TREES 22 1 LIVE OAK QUERCU5 VIRGINIANA 4' DBH BEB; CENTRAL LEADER; EVEN BRANCHING; VIGOROUS GROWTH VARIES 66" 7 ALLEE ELM ULMU5 PARVIFOLIA 'ALLEE' 4' DBH B(B. CENTRAL LEADER EVEN BRANCHING; VIGOROUS GROWTH VARIES 28" 13 MAGNOLIA MAGNOLIA GRANDIFLORA 'BRACKEN'5 BROWN BEAUTY' 4' DBH BtB• CENTRAL LEADER; PYRAMIDAL; VIGOROUS GROWTH VARIES 52" 13 'NATCHEZ' CRAPE MYRTLE LAGER5TROEMIA INDICA X FAUERI 'NATCHEZ' 2' DBH BtB' SINGLE TRUNK" EVEN BRANCHING; VIGOROUS GROWTH VARIES - 2 QUEEN PALM 5YA RU5 ROMANZOFFIANA 16' OA FREE FROM SCARS AND BURNS VARIES - 5NM 176' 305 WALTER'5 VIBURNUM VIBURNUM OBOVATUM 'DEN5A' 3 GAL.; 3' O.C. FULL' VIGOROUS GROWTH 3' O.C. 9 SWEET VIBURNUM VIBURNUM 5U5PEN5UM 7 GAL.; 4' O.C. FULL" VIGOROUS GROWTH 4' O.C. 74 DWARF INDIAN HAWTHORN RAPHIOLEP15 INDICA 'NANA' 3 GAL.; 3' O.C. FULL; VIGOROUS GROWTH 3' O.C. Q0,1NDCOAR5 / GRA56E5 4 5EA50NAI. COLOR 131 BLUE PACIFIC SHORE JUNIPER JUNIPERU5 CONFERTA 'BLUE PACIFIC' I GAL. FULL; VIGOROUS GROWTH 2' O.C. 225 VARIEGATED FLAX LILY DIANELLA TASMANICA 'VARIEGATA' I GAL. FULL; VIGOROUS GROWTH 2' O.C. LAWN S.F. I BAHIA 50D + PA5PALUM NOTATUM NOTES: SPECIES MUST MEET BOTH MINIMUM CALIPER OR GALLON SIZE AND HEIGHT IF LISTED ALL PLANT MATERIALS TO BE INSTALLED SHALL BE NURSERY GROWN AND ROOT PRUNED STOCK FREE OF INSECTS, DISEASE AND DEFECTS AND SHALL 5AT15FY THE REQUIREMENTS OF FLORIDA GRADE NO.I QUALITY OR BETTER AS DEFINED IN THE M05T CURRENT EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ANY AREAS NOTED ON THE PLANS AS 'SEED' OR 'MULCH' WHERE THERE IS AN EXISTING LAWN AREA, MULCH AREA OR NATURAL AREA THAT 15 DEEMED TO BE IN GOOD CONDITION, MAY INSTEAD BE MAINTAINED AS EXISTING. AREAS VOID OF VEGETATION OR GROUNDCOVER OR THAT EXHIBIT EVIDENCE OF EROSION, SHALL BE IMPROVED AS NECESSARY. I PRIOR TO INSTALLATION, CONTRACTOR TO COORDINATE WITH PROJECT MANAGER TO VERIFY 50D TYPE TO BE USED. LANDSCAPE GENERAL NOTES I. LANDSCAPING SHALL BE MAINTAINED IN EXCELLENT CONDITION AT ALL TIMES AND SHALL BE REPLACED IN THE EVENT OF DISEASE OR DEATH OF PLANT MATERIALS. THE ENFORCEMENT OFFICIAL SHALL NOTIFY THE PROPERTY OWNER WHICH PLANT MATERIAL ARE DISEASED OR DEAD AND THEN THE PROPERTY OWNER SHALL REPLACE SAID MATERIAL WITHIN 30 DAYS OF NOTIFICATION. 2. LANDSCAPE MATERIALS SHALL BE PRUNED ONLY TO PROMOTE HEALTHY, UNIFORM, NATURAL GROWTH OF THE VEGETATION. TREES SHALL NOT BE PRUNED SEVERELY TO PERMANENTLY MAINTAIN GROWTH AT A REDUCED HEIGHT OR SPREAD. THE OWNER SHALL REPLACE SEVERELY PRUNED TREES. 3. THE OWNER, OR HIS AGENT, IF ANY, SHALL BE JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING IN GOOD CONDITION 50 AS TO PRESENT A NEAT, HEALTHY AND ORDERLY APPEARANCE, FREE OF REFUSE AND DEBRIS. 4. ANY DEAD OR SEVERELY DAMAGED PLANT MATERIALS, INCLUDING TREES, SHALL BE REPLACE BY THE OWNER, TENANT OR AGENT AS PART OF ROUTINE MAINTENANCE. 5. IRRIGATION SYSTEM SHALL BE OPERATED AND MAINTAINED BY THE DEVELOPER/PROPERTY OWNER IN SUCH A MANNER AS TO ENSURE CONTINUED IRRIGATION TO THE LANDSCAPE AREAS. 6. ALL LANDSCAPE SHALL BE INSTALLED ACCORDING TO ACCEPTED COMMERICAL PALANTING PROCEDURES AS PRESCRIBED BY THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. 7. ALL 501L PROVIDED SHALL BE FREE OF LIME ROCK, PEBBLES, OR OTHER CONSTRUCTION DEBRIS. B. ALL PLANT MATERIAL SHALL MEET OR EXCEED STANDARDS FOR FLORIDA NO. 1, AS DETERMINED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 0 U- z J CLIENT: MCCON BUILDING CORP, 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 REV15ION H15TORY THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES WRING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRE55, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE 'PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES WRING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRE55, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE 'PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THI5 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55ED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 LOI.DWG 155UE DATE Oq/07/2017 PROJ MGR JP LANWAPIE PLAN 1-01.0 SHEET NUMBER { LANDSCAPE NOTES: DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS IN SUCH A MANNER AS TO NOT DAMAGE OR DECREASE THE HEALTH AND VIGOR OF THE PLANT MATERIALS. B. STORE MATERIALS AWAY FROM DETRIMENTAL ELEMENTS. COORDINATE WITH GENERAL CONTRACTOR TO SECURE A SAFE STAGING AREA. C. HANDLE, LOAD, UNLOAD, AND TRANSPORT MATERIALS CAREFULLY TO AVOID DAMAGE. D. MAINTAIN AND PROTECT PLANT MATERIALS AS NECESSARY TO INSURE HEALTH AND VIGOR. GUARANTEE A. GUARANTEE PLANT MATERIALS AND LAWN AREAS FOR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL REPLACE PLANTS AND LAWNS, THAT FAIL TO GROW PROPERLY WITH PLANTS AS ORIGINALLY SPECIFIED AT THE EARLIEST PRACTICAL DATE FOLLOWING PLANT FAILURE, WITHOUT ADDITIONAL CHARGES TO THE OWNER. REPLACEMENT MATERIALS WILL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF REPLACEMENT. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR REPLACING PLANTS WHICH ARE DAMAGED BY ABUSE OR IMPROPER MAINTENANCE BY OWNER, OR BY ACTS OF GOD OCCURRING AFTER ACCEPTANCE. MATERIAL FOR STAKING A. STAKES FOR SUPPORTING TREES SHALL BE SOUND TIMBER, STRAIGHT, SIZED AS SHOWN IN PLANTING DETAILS AND OF SUFFICIENT LENGTH TO ADEQUATELY SUPPORT THE PLANT. B. DEADMEN OR STAKES FOR ANCHORING STRAPS IN THE GROUND SHALL BE OF SIZE MATERIAL, AND STRENGTH ADEQUATE TO HOLD STRAPS TOUT AND MAINTAIN TREE FIRMLY IN AN UPRIGHT POSITION. GUYING, STAKING AND MULCHING A. USE ARBORTIE OR EQUIVALENT FOR ANY NEEDED STAKING TO ELIMINATE USE OF WIRE AND NOSE. 5TRAP5 SHALL BE WIDE, SOFT, FLEXIBLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING SUCH AS WOVEN POLYPROPYLENE WEBBING. ANY STAKING MATERIAL IS TO BE REMOVED AFTER THE FIRST GROWING SEASON. A. STAKE TREES TWO-INCH CALIPER AND OVER. SPACE THREE STRAPS EQUALLY ABOUT EACH TREE, ATTACHED AT APPROXIMATELY TWO -FIFTHS UP THE TRUNK. STRAPS SHOULD BE AT A 45-DEGREE ANGLE AND ANCHORED IN THE GROUND WITH STAKES, THESE STRAPS SHALL BE EQUALLY TOUT. B. STAKE TREES LESS THAN TWO INCHES CALIPER WITH TWO OR THREE WOOD STAKES DRIVEN TWO FEET INTO THE GROUND WITH THE PORTION EXTENDING ABOVE THE GROUND APPROXIMATELY ONE-HALF OF THE TRUNK HEIGHT. STAKE ONE FOOT FROM TRUNK, FASTENED AT APPROXIMATELY TWO -FIFTHS OF TRUNK HEIGHT. C. PRIOR TO INSTALLING RIVER ROCK MULCH, ALL PLANTING BEDS SHALL BE COVERED WITH LANDSCAPE FABRIC IN AN EFFORT TO REDUCE WEEDS. LANDSCAPE FABRIC SHOULD BE BREATHABLE AND ALLOW AIR, WATER AND NUTRIENTS TO PENETRATE THE SOIL. TWO TO THREE INCHES OF RIVER ROCK MULCH SHALL BE PLACED ON TOP OF THE LANDSCAPE FABRIC. D. MULCH ALL PLANTING BEDS AND OTHER AREAS DESIGNATED TO BE MULCHED (WITH THE EXCEPTION OF ANY ANNUAL, SEASONAL COLOR OR PERENNIAL BEDS) WITH TWO TO THREE INCHES OF RIVER ROCK. RIVER ROCKS TO BE BETWEEN I" AND 3" IN SIZE. CONTRACTOR TO PROVIDE A MATERIAL SAMPLE TO PANDA EXPRESS PROJECT MANAGER PRIOR TO INSTALLATION FOR COLOR AND SIZE APPROVAL. ANY LANDSCAPE BEDS NOTED AS ANNUAL, SEASONAL COLOR AND/OR PERENNIAL BEDS SHALL BE MULCHED WITH SMALL 51ZED PEA GRAVEL SUCH AS INDIANA PEA GRAVEL. CONTRACTOR TO PROVIDE A MATERIAL SAMPLE TO PANDA EXPRESS PROJECT MANAGER PRIOR TO INSTALLATION FOR COLOR AND SIZE APPROVAL, ALL RIVER ROCKS SHALL BE RINSED CLEAN ON SITE PRIOR TO INSTALLATION IN PLANTING BEDS. EXCAVATION FOR PLANTING TREES AND SHRUBS A. CIRCULAR PLANT PITS WITH VERTICAL SIDES SHALL BE DUG BY HAND OR MACHINE METHODS FOR PLANTING OF TREES AND SHRUBS. B. TREE PIT DIAMETERS SHALL BE A MINIMUM OF TWO FEET GREATER THAN THE SPREAD OF THE ROOT MASS. C. SHRUB PIT DIAMETER SHALL BE A MINIMUM OF ONE FOOT GREATER THAN THE SPREAD OF THE ROOT MASS. D. CONTRACTOR SHALL TEST EXCAVATED PLANT PITS TO SATISFY THAT SUFFICIENT DRAINAGE IS PRESENT FOR PROPER PLANT SURVIVAL. E. IF THE INDIVIDUAL PITS ARE ARRANGED IN A GROUP, THE AREA BETWEEN PITS SHALL BE FILLED TO THE REQUIRED GRADE WITH EXISTING 501L AND MULCHED WITH RIVER ROCK MULCH THREE INCHES DEEP. PLANT BEDS SHALL BE NEATLY EDGED AND KEPT FREE OF WEEDS UNTIL THE WORK IS ACCEPTED. TOP501L A. TOP501L SHALL BE FERTILE, FRIABLE, SANDY LOAM, AND SHALL BE NATURAL SURFACE SOIL OBTAINED FROM WELL DRAINED AREAS. TOPSOIL SHALL BE CHARACTERISTIC OF REPRESENTATIVE SOILS IN THE PROJECT VICINITY THAT PRODUCE HEAVY GROWTHS OF CROPS, GRA55 OR OTHER VEGETATION. TOPSOIL SHALL BE FREE OF SUBSOIL, BRUSH, ORGANIC LITTER, OBJECTIONABLE WEEDS, CLAY, CLOTS, STUMPS, ROOTS OR OTHER MATERIAL HARMFUL TO PLANT GROWTH OR HINDRANCE TO PLANTING OR MAINTENANCE OPERATIONS. SHOULD REGENERATIVE MATERIALS BE PRESENT IN THE SOIL, CONTRACTOR SHALL ERADICATE AND REMOVE SUCH GROWTH, BOTH SURFACE AND ROOT, WHICH MAY APPEAR IN THE IMPORTED MATERIAL WITHIN ONE YEAR FOLLOWING ACCEPTANCE OF THE WORK. TOP501L SHALL NOT BE HANDLED IN A FROZEN OR MUDDY CONDITION. THE ACIDITY RANGE SHALL BE BETWEEN 5.0 AND 7.0 INCLUSIVE. FERTILIZER A. FERTILIZER FOR ALL TREES, SHRUBS AND GROUNDCOVER5 SHALL BE STA GREEN NURSERY SPECIAL OR EQUIVALENT AND DELIVERED TO THE 51TE IN UNOPENED CONTAINERS. B. FERTILIZER FOR GRA55 SHALL BE STA-GREEN FERTILIZER OR EQUIVALENT CONTAINING THE FOLLOWING PERCENTAGES BY WEIGHT: 10% NITROGEN 24% PHOSPHOROUS 10% POTASH FERTILIZER SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE FLOWING, AND SHALL LIST THE MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZER SHALL NOT HAVE BEEN EXPOSED TO WEATHER PRIOR TO DELIVERY TO THE SITE, AFTER DELIVERY UNTIL USED, IT SHALL BE COMPLETELY PROTECTED AT ALL TIMES. IT SHALL NOT BE STORED IN CONTACT WITH THE THE GROUND. LANDSCAPE BED EDGING A. ALL BEDS MULCHED WITH RIVER ROCK SHALL BE EDGED WHEN ADJACENT TO LAWN AREAS. EDGING SHALL BE ALUMINUM AND BLACK IN COLOR, PERMALOC ALUMINUM ALLOY BLACK ANODIZED EDGING OR EQUIVALENT. DRAINAGE TEST A. REPRESENTATIVE TREE AND SHRUB PITS FROM EACH PLANTING AREA SHALL BE FILLED WITH WATER. IF PERCOLATION IS LESS THAN 100 TWELVE -INCH AUGER TO A DEPTH OF FOUR FEET BELOW THE BOTTOM OF THE TREE PIT, RETEST THE PIT. IN CASE DRAINAGE IS STILL UNSATISFACTORY NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING OF THE CONDITION BEFORE PLANTING TREES IN THE QUESTIONABLE AREAS. CONTRACTOR 15 FULLY RESPONSIBLE FOR THE WARRANTY OF PLANTINGS. B. GROUNDCOVER BEDS SHALL ALSO BE SPOT TESTED FOR DRAINAGE. C. DISPOSE OF 5UB501L REMOVED FROM LANDSCAPE EXCAVATIONS, DO NOT MIX WITH THE PLANTING SOIL, DO NOT USE AS BACKFILL OR USE TO CONSTRUCT SAUCERS AROUND PITS. SETTING TREES, SHRUBS AND GROUNDCOVERS A. BALLED AND CONTAINER PLANTS SHALL BE PLACED FIRMLY UPON SCARIFIED SUB -GRADE AND BACKFILLED WITH PLANTING SOIL MIXTURE. REMOVE ALL WIRE, CARDS AND BURLAP FROM TOP OF ROOT BALL. HAND TAMP CAREFULLY AROUND AND UNDER BALL TO FILL ALL VOIDS. WATER DURING BACKFILLING. FORM SAUCER FROM PLANTING SOIL MIXTURE IN ORDER TO RETAIN WATER. B. GENTLY LOOSEN OUTER ROOTS OF CONTAINER GROWN PLANTS TO ENCOURAGE OUTWARD GROWTH. C. FERTILIZER SHALL BE THOROUGHLY MIXED AND SOAKED INTO THE TOP TWO INCHES OF 501L FOR ALL PLANT PITS. TREE TRANSPORTATION A. THE CONTRACTOR SHALL BE RESPONSIBLE NOT ONLY FOR THE SAFE TRANSPORTATION OF THE PLANTS TO THE 51TE BUT AL50 THEIR CONDITION UPON ARRIVAL. TREES WITH ABRASIONS OF THE BARK, 5UN5CALD5, FRESH CUTS OR BREAKS OF LIMBS WHICH HAVE NOT COMPLETELY CALLOUSED WILL BE REJECTED. TREES WHICH HAVE BEEN DAMAGED DURING TRAN5IT WILL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST, ALL PLANT UNIT COSTS WILL REFLECT ALL THE ABOVE LISTED SPECIFICATIONS. PRUNING A. DECIDUOUS TREES AND SHRUBS SHALL HAVE DEAD, BROKEN AND CROWDED WOOD PRUNED TO COMPENSATE FOR THE LOSS OF ROOTS IN TRANSPLANTING. REQUESTED AND REQUIRED ADDITIONAL PRUNING MAY BE NECESSARY AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. B. EVERGREEN TREES AND SHRUBS SHALL BE PRUNED ONLY TO THINK OUT HEAVY GROWTH. C. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH TREE DRESSING PAINT. NO PAINT CONTAINING LEAD SHALL BE PERMITTED. PREPARATION OF GRASS AREAS A. FINE GRADE ALL GRA55 AREAS TO FINISH GRADE. ALL AREAS SHALL HAVE SMOOTH AND CONTINUAL GRADE BETWEEN THE EXISTING AND FIXED CONTROLS SUCH AS WALKS AND CURBS. ROLL, SCARIFY, RAKE AND LEVEL AS NECESSARY TO OBTAIN TRUE, EVEN AND FIRM LAWN SURFACES. ALL FINISHED GRADES SHALL MEET APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE BEFORE GRASSING OPERATIONS BEGIN. B. AREAS TO RECEIVE GRA55 I. TYPE OF TURF TO BE APPROVED BY OWNER. 11. CONTRACTOR TO BE RESPONSIBLE FOR FIELD VERIFICATION OF SOD AREAS TO CONFIRM SQUARE FOOTAGE5. III. GRADE WILL BE BROUGHT TO THE LEVEL OF +/- I" OF THE FINISHED GRADE BY THE GENERAL CONTRACTOR. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE TOP +/- I" OF 501L WORK. THI5 15 TO INCLUDE ALL TOPSOIL HAULING AND PLACEMENT; SPREADING; DEBRIS REMOVAL AND ANY GRADING REQUIRED TO BRING THE FINISHED TOP501L GRADE TO THE PROPER LEVEL FOR GRASS. IV. THOROUGHLY TILL EXISTING SOIL TO A MINIMUM DEPTH OF FOUR INCHES BY RUNNING TILLING DEVICE TWO DIRECTIONS AT RIGHT ANGLES OVER THE ENTIRE SURFACE TO BE GRASSED. FINE GRADE TO ACHIEVE UNIFORMITY AND DRAINAGE. V. SPREAD SPECIFIED FERTILIZER AS PER MANUFACTURER'S RECOMMENDATIONS. VI. WORK SOIL TO A UNIFORM GRADE 50 THAT ALL AREAS HAVE POSITIVE DRAINAGE AWAY FROM DRIVES, BUILDINGS AND LANDSCAPED AREAS. VII. CONTRACTOR TO COORDINATE WITH PANDA EXPRE55 PROJECT MANAGER FOR TURF SELECTION PRIOR TO INSTALLATION. CLEANUP 4 PROTECTION A. DURING PLANTING OPERATIONS KEEP PROJECT SITE CLEAN AND ORDERLY. B. UPON COMPLETION OF WORK, CLEAR GROUNDS OF DEBRIS, SUPERFLUOUS MATERIALS AND ALL EQUIPMENT. REMOVE FROM SITE TO SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. C. PROTECT ALL WORK AND MATERIALS FROM DAMAGE DUE TO IRRIGATION OPERATIONS AND OPERATIONS BY OTHER CONTRACTORS, TRADES, AND TRESPASSERS. MAINTAIN PROTECTION UNTIL DATE OF SUBSTANTIAL COMPLETION, D. CONTRACTOR 15 RESPONSIBLE FOR THEFT OF EQUIPMENT AND MATERIAL AT THE JOB SITE BEFORE, DURING AND AFTER INSTALLATION, UNTIL DATE OF SUBSTANTIAL COMPLETION OF THE WORK IN TOTAL. SET TRUI 3" MUL( 5' SOIL METAL OR 2X2 STAKES SET 1 2X2 WOODEN STAI METAL ANCHORS COMPA PREVEI LOOSE REMOVE a irLRviwj VLURI J NOTES: I. EVERGREEN TREES 2' CAL OR SMALLER TO BE STAKED. 2. PROVIDE WATER CRY5TAL5 PER MANUFACTURER'S RECOMMENDATIONS FOR PINE TREES. OR EQUIVALENT GRADE MIX BACKFILL PLANT MIX TO SETTLING U13GRADE AND RLi iwL IMPERVIOUS DEBRIS NOTE: I. STAKING FOR TREES 2" CAL. EA. TRUNK OR SMALLER. TREES LARGER THAN 2' CAL. TO BE GUYED. NOTE: ALL TREES MUST BE PLANTED AT LEAST 10 FROM ALL UTILITY LINES '.TIE OR EQUIVALENT X 9' S.Y.P. STAKE STAINED SELECTED BY ARCHITECT GRADE NOTE: I. STAKING FOR TREES 2' CAL, EA. TRUNK OR SMALLER. TREES LARGER THAN 2' CAL. TO BE GUYED. DETAIL MULTI-TRUNKED TREE STAKING NOT TO SCALE NOTEI ALL TREES MUST BE PLANTED AT LEAST 10' FROM ALL UTILITY LINES REMOVE EXCESS DO NOT 120 CUT MAIN LEADER 1TYP. I INK ROOTBALL 120 TYP. ARBORTIE STAKE PLAN NO SCALE :ELATIONSNIP SET TRUNK PLUMB )RE TO ARBORTIE OR EQUIVALENT TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO L PREVIOUS EXISTING GRADE. METAL PIVOT TYPE GROUND ' MIN 3' MULCH (TYP.) ANCHOR DRIVEN INTO 5 SOIL SAUCER 5UBGRADE i i FINISH GRADE 1112" ALL PLANTING MIX BACKFILL 3 DETAIL EVERGREEN TREE PLANTING NOT TO SCALE NOTES ALL TREES MUST BE PLANTED AT LEAST 10 FROM ALL UTILITY LINES ROOT $ SC CONTAINEF (LIGHTLY COMPACT MIX TO PF SETTLING DETAIL TYPICAL FOR ALL PLANTS SPACED LESS THAN 36' 04. NOT TO SCALE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN PLANTING BEDS AND ALL LAWN AREAS. TRENCH EDGER DETAIL FOR ALL BEDS NOT TO SCALE SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. 3" MULCH OVER ENTIRE BED SURFACE PREPARED PLANTING BED MINIMUM DEPTH IS" PLANT MIX LOOSEN IMPERVIOUS DEBRIS MINIMUM 8" DEPTH 'IH COMPACT PLANT MIX TO =1 PREVENT SETTLING I- - LOOSEN SUBGRADE AND REMOVE IMPERVIOUS DEBRIS - - DETAIL TYPICAL TREE PLANTING AND GUYING NOT TO SCALE SET SHRUB PLU avv FINISH GRADIt MIN MIN LOOSEN SUBGRADE AND REMOVE IMPERVIOUS DE RELATIONSHIP TO FINISH SHRUB SHALL BEAR SAME GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. 3" MULCH OVER ENTIRE BED SURFACE ROOT 4 SOIL MASS. CONTAINER REMOVED (LIGHTLY SCARIFY) PLANTING MIX BACKFILL COMPACT PLANT MIX TO PREVENT SETTLING DETAIL TYPICAL CONTAINERIZED SHRUB PLANTING NOT TO SCALE 5TAKE5 ISOMETRIC VIEW NT5 PERMALOC CLEANLINE---- ALUMINUM EDGING (OR EQUIVALENT). TOP OF EDGING TO BE MAXIMUM OF y" (12.7MM) ABOVE SURFACE MATERIAL BED MEDIA OR AGGREGATE - COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING 12" (305MM) ALUMINUM STAKES TO LOCK INTO PREFORMED LOOPS ON THE EDGING NOTES: ' 1) ALL ALUMINUM EDGING SHALL BE BLACK IN COLOR. PERMALOC ALUMINUM ALLOY BLACK ANODIZED EDGING OR EQUIVALENT. 2) INSTALL EDGING 50 THAT STAKES WILL BE ON IN51DE OF PLANTING BED. 3) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF I" BELOW FINISH GRADE. 3) TOP OF MULCH / RIVER ROCK SHALL BE 1/2' LOWER THAN TOP OF EDGING. ALUMINUM LANDSCAPE BED EDGING NOT TO SCALE ing nium PLANNING & ENGINEERING 144cP N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 ST E OF FLORIDA ALITnLA VLY ER EIL CRAWFORD I— Q Z [1 Q Q OO � LL w cn � J W >_ � I- V iV 1i1 z ii CLIENT: MCCON BUILDING CORP, 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.929.7737 Nal I THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECESSARILY REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY TH15 INFORMATION SHALL NOT BE USED, ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER, THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERM155ION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170%1 LOI.DWG I55UE DATE Oq/07/2017 PROJ MGR JP LANDSCAPE NOTES 4 DETAILS LOU SHEET NUMBER I' H CODE REVIEW BASED ON FLORIDA BUILDING CODE, 5TH ED. (2014) LIFE SAFETY DATA REFERENCE BUILDING USE GROUP A-2 FBC SEC. 303.3 CONSTRUCTION TYPE 5B ( ombust-Unorotectedl FBC SEC. 602.2 BUILDING HEIGHT ALLOWABLE EAVE HEIGHT PROPOSED EAVE HEIGHT 2 STORY, 65' 1 STORY. +/-23'-0" FBC TBL. 503 BUILDING AREA DATA ALLOWABLE AREA INCREASE - FRONTAGE,100% OPEN PERIMETER INCREASE - SPRINKLER SYSTEM TOTAL ALLOWABLE BUILDING AREA TOTAL PROPOSED BUILDING AREA TOTAL PROPOSED GROSS FLOOR AREA TOTAL PROPOSED GROSS AREA WOUT CANOPIES 9,500 SF 7,125 SF (75%) 18,000 SF 28,500 SF 4,913 SF 4,619 SF 4,514 SF FBC TBL. 503 FBC 506.2 FBC 506.3 ROOF PRINT FBC 202 SITE PLAN REF. FIRE SUPPRESSION BLDG is FULLY SPRINKLERED REQUIRED PROTECTION OF BUILDING ELEMENTS STRUCTURAL FRAME BEARING WALLS NONBEARING WALLS AND PARTITIONS -INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION 0 HR 0 HR 0 HR 0 HR 0 HR FBC TBL. 601 EXTERIOR WALL FIRE RESISTANCE RATING FIRE SEPARATION DISTANCE > 30' 0 HR FBC TBL. 602 CONCEALED SPACES with SPRINKLERS ATTIC DRAFTSTOPPING NOT REQUIRED FBC 718.4.3 INTERIOR FINISH REQUIREMENTS with SPRINKLERS EXIT ENCLOSURES AND EXIT PASSAGEWAYS CORRIDORS ROOMS & ENCLOSED SPACES B 8 C FBC TBL. 803.9 FIRE PROTECTION SYSTEM FIRE AREA < 5,000 SF FIRE AREA OCCUPANT LOAD > 200 FIRE AREA AT LEVEL OF EXIT DISCHARGE REQUIRED FBC 903.2.1.2 HB 535 MANUAL FIRE ALARM AND DETECTION SYSTEMS Occupant Load < 300 1 BOX REQUIRED FBC sec. 907.2 ADDITIONAL NOT REQUIRED IBC sec. 907.2.1 MEANS OF EGRESS OCCUPANT LOAD 117.75 LF Fixed Booth Seating @ 18" I occ 79 occ., 49 occ. ACTUAL 884 SF Unconcentrated table/chairs @ 15 SF neVoccupant 59 occ., 79 occ. ACTUAL 422 SF Standing Space @ 5 SF neVoccupant 85 occ. 70 SF Business @ 100 SF gross/occupant 1 occ. 1,962 SF Commercial Kitchen @ 200 SF gross/occupant 10 occ. TOTAL OCCUPANT LOAD 254 OCC. (GREATEST TOTAL) FBC 1004.4 FBC thl.1004.1.2 FBC tbl.1004.1.2 FBC tbl.1004.1.2 FBC thl.1004.1.2 REQUIRED EGRESS WIDTH with SPRINKLERS OTHER EGRESS @ .2"/ OCC ACTUAL EGRESS WIDTH OTHER EGRESS 50.8" 150" FBC SEC. 1005.3.5 FLOOR PLANS MAX ALLOW. TRAVEL DISTANCE with SPRINKLERS MAXIMUM ACTUAL TRAVEL DISTANCE 250' 83' FBC TBL.1016.2 FLOOR PLANS NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED 2 3 FBC TBL. 1015.1 FLOOR PLANS MINIMUM ROOF COVERING CLASSIFICATION CLASS C FBC TBL. 1505.1 ADOPTED AND EFFECTIVE BUILDING CODES, w/ STATE AMENDMENTS FLORIDA BUILDING CODE - 5TH EDITION FLORIDA BUILDING CODE, ENERGY - 5TH EDITION FLORIDA BUILDING CODE, ACCESSIBILITY - 5TH EDITION FLORIDA FIRE PREVENTION CODE - 5TH EDITION FLORIDA BUILDING CODE, PLUMBING - 5TH EDITION FLORIDA BUILDING CODE, MECHANICAL - 5TH EDITION 2011 NATIONAL ELECTRICAL CODE (NFPA 70) I.._ — .... ._ __ ..._ _1 CODE PLAN New Cu ver I s Gall Boulevard (US 301) ,7.eDhVrh111S.0 Florida SPECIAL INSPECTIONS 1. THE CONTRACTOR SHALL EMPLOY THE SERVIC , ES OF AN INDEPENDENT TESTING LABORATORY, OR LABORATORIESAS APPROVED BY ARCHITECT, TO PERFORM TESTS AND MAKE INSPECTIONS AS SPECIFIED HEREIN. SERVICES TO BE PERFORMED AS DESCRIBED BELOW SHALL INCLUDE THE FOLLOWING: a) SOIL TESTING, b) CONCRETE, c) MASONRY. 2. TESTING LABORATORY SHALL BE RESPONSIBLE FOR CONDUCTING AND INTERPRETING AGREED -UPON TESTS, STATING IN EACH REPORT WHETHER OR NOT THE TEST SPECIMENS CONFORM TO ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND SPECIFICALLY NOTING ANY DEVIATIONS THEREFROM. 3. TESTING LAB SHALL SUBMIT THE FOLLOWING:, a) INSPECTION REPORTS, COPIES TO OWNERARCHITECT, CONTRACTOR. b) TEST REPORTS, COPIES TO OWNER, ARCHITECT, CONTRACTOR, AND COPY OR COPIES TO THE BUILDING DEPARTMENT. c) A FINAL REPORT OF INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED INSPECTIONS, AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE OWNER, CONTRACTOR, ARCHITECT & THE BUILDING DEPT. 4. OWNER, ARCHITECT, AND APPROVED TESTING LABORATORY AND THEIR REPRESENTATIVES SHALL AT ALL TIMES HAVE ACCESS TO THE WORK TO MAKE INSPECTIONS AND TESTS. CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS, INSPECTION AND TESTS. 5. CONTRACTOR SHALL NOTIFY OWNERIARCHITECTITESTING LABORATORY IN SUFFICIENT TIME BEFORE PERFORMANCE OF WORK TO PERMIT PROPER CONDUCT OF INSPECTIONS AND TESTS. 6. REPRESENTATIVES OF TESTING LABORATORIES SHALL INSPECT THE MANUFACTURE, ASSEMBLY AND/OR PLACEMENT OF MATERIALS AS REQUIRED AND SHALL REPORT THEIR FINDINGS AS OUTLINED ABOVE. 7. WORK SHALL BE CHECKED AS IT PROGRESSES, BUT FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIALS SHALL IN NO WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS DISCOVERED, NOR SHALL IT OBLIGATE THE OWNER FOR FINAL ACCEPTANCE. 8. SOIL TESTING: THE INSPECTOR SHALL DETERMINE THAT THE IN -PLACE DRY DENSITY OF ANY COMPACTED FILL IS NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557. TO BE PERFORMED PERIODICALLY DURING LISTED TASK: a) VERIFY MATERIALS BELOW SHALLOW FOUN TY. DATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACI b) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. c) PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. d) PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED PROPERLY. TO BE PERFORMED CONTINUOUSLY DURING LISTED TASK a) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 9. TESTING OF CONCRETE: A) INSPECTION OF REINFORCING STEEL IN COMPLIANCE WITH ACI 318: 3.5, 7.1-7.7. B) INSPECTION OF REINFORCING STEEL WELDING IN COMPLIANCE WITH AWS D1.4; ACI 318: 3.5.2. C) INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. D) VERIFY USE OF REQUIRED DESIGN MIX IN COMPLIANCE WITH ACI 318: CH. 4, 5.2-5.4. E) SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT AND DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS IN COMPLIANCE WITH ASTM C 172; ASTM C 31; ACI 318: 5.6, 5.8. F) INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT APPLICATIONS TECHNIQUES IN COMPLIANCE WITH ACI 318: 5.9, 5.10. G) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES IN COMPLIANCE WITH ACI 318: 5.11-5.13. Restaurant 10. TESTING OF MASONRY CONSTRUCTION: THE INSPECTOR SHALL VERIFY COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS REFERENCED IN THE IBC DESCRIPTIONS OF EACH. THE INSPECTOR SHALL VERIFY THE FM AND F'AAC PRIOR TO CONSTRUCTION. THE INSPECTOR SHALL CONTINUOUSLY VERIFY THE SLUMP FLOW AND VSI DELIVERED TO THE SITE FOR SELF -CONSOLIDATING GROUT. AS MASONRY CONSTRUCTION BEGINS, THE INSPECTOR SHALL PERIODICALLY VERIFY THE FOLLOWING: • PROPORTIONS OF SITE -PREPARED MORTAR • CONSTRUCTION OF MORTAR JOINTS • LOCATION OF REINFORCEMENT, CONNECTORS, PRE -STRESSING TENDONS, AND ANCHORAGES • PRE -STRESSING TECHNIQUE • GRADE AND SIZE OF PRE -STRESSING TENDONS AND ANCHORAGES. 11. SPECIAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED TESTING AGENCY APPROVED IN ADVANCE BY THE ARCHITECT. 01 SHEETINDEX CIVIL & LANDSCAPE DRAWINGS MECHANICAL, UNDER SEPARATE COVER ELECTRICAL ARCHITECTURAL & & PLUMBING STRUCTURAL SEAL ALSO COVERS DIVISIONS 1-10, 12, AND 311N PROJECT MANUAL. T101 TITLE SHEET S101 FOUNDATION PLAN, DESIGN LOADS, STRUCTURAL NOTES S102 ROOF FRAMING PLAN, FRAMING DETAILS & SHEAR WALLS S103 COMPONENT & CLADDING DIAGRAM A101 FLOOR PLAN Al02 REFLECTED CEILING PLAN Al03 FINISH PLAN Al04 INTERIOR ELEVATIONS, DOOR AND WINDOW TYPES A105 ROOF PLAN, REFRIGERATION DETAILS A201 EXTERIOR ELEVATIONS & DUMPSTER ENCLOSURE A202 BUILDING SECTIONS A401 WALL SECTIONS GD101 GARBAGE DUMPSTER ENCLOSURE DETAILS I FOOD SERVICE - EQUIP. & SEATING PLAN I FOR REFERENCE ONL FS1 FOOD SERVICE LAYOUT SPRINKLER SYSTEM BUILDING FIRE SUPPRESSION SYSTEM DESIGN SHALL BE PROVIDED BY SUCCESSFUL BIDDING CONTRACTOR. ALL DOCUMENTATION AND TESTING NECESSARY I REQUIRED FOR PERMIT APPROVAL SHALL BE ADDRESSED BY SUCCESSFUL BIDDER. BUILDING SHALL BE FULLY SPRINKLERED WITH WET PIPE SYSTEM. DEFERRED SUBMITTALS TYPE I HOOD FIRE SUPPRESSION SYSTEM IS DEFERRED. GENERAL NOTES SEE INDIVIDUAL SHEETS FOR SEALS SEAL ALSO COVERS DIVISIONS 15 & 16 OF PROJECT MANUAL P101 UNDER FLOOR PLUMBING PLAN, ROOF DRAIN PLAN P102 GAS PIPING, ABOVE FLOOR PLUMBING, VTR PLANS P103 FOOD SERVICE ROUGH -IN PLAN & SCHEDULE P201 PLUMBING SCHEDULE & DETAILS P301 PLUMBING ISOMETRICS P302 PLUMBING ISOMETRICS M101 HVAC PLAN, DIFFUSER SCHEDULE, M201 HVAC SCHEDULES & DETAILS M202 GRIDDLE HOOD/EXHAUST SCHEDULE & DETAILS M203 FRYER HOOD/EXHAUST SCHEDULE & DETAILS SE101 SITE ELECTRICAL PLAN SE102 SITE ELECTRICAL DETAILS E101 LIGHTING PLAN E102 POWER & COMMUNICATIONS PLAN E103 KITCHEN & ROOF POWER PLANS E104 POS SYSTEMS PLAN E105 POS SYSTEMS ELEVATIONS E201 RISER DIAGRAM & SCHEDULE E202 ELECTRICAL SCHEDULES & DETAILS FOOD SERVICE - GENERAL REFERENCE FOR REFERENCE ONLY ALL CHANGES TO THESE PLANS MUST BE APPROVED BY CULVER FRANCHISING SYSTEM, INC. FS2 FOOD SERVICE PLUMBING PLAN FS3 FOOD SERVICE ELECTRICAL PLAN FS3.1 LOW VOLTAGE PLAN FS4 FOOD SERVICE BUILDING WORKS PLAN FS5 FOOD SERVICE MEP SCHEDULE FS6 FOOD SERVICE MEP SCHEDULE FS7 FOOD SERVICE ELEVATIONS AND DETAILS FS8 FOOD SERVICE ELEVATIONS FS9 FOOD SERVICE ELEVATIONS FS10 FOOD SERVICE REFRIGERATION DETAILS THESE PLANS AND THE DESIGN THEY REPRESENT ARE THE PROPERTY OF OLLMANN ERNEST MARTIN ARCHITECTS. NO PART OF THESE PLANS MAY BE COPIED OR DUPLICATED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM OLLMANN ERNEST MARTIN ARCHITECTS. THE ARCHITECT DOES NOT SUPERVISE, WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR WORK COMPLYING WITH LOCAL CODES. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTACT ARCHITECT IF DISCREPANCIES OCCUR. 0 1" 2" 3" 4° 5" 6" 7" O N Q Z M Q v , LIJ � Of CV) O U) CUCV)I� > _J (U LLI N L.L Q J � O � m UCU — � C LU O O Z(DNU REFER TO SHEET INDEX THIS PAGE FOR ARCHITECT & ENGINEER SEALS U � E: J a� J J ` 2 � ca a E W a) U) ca N 5 N W U U) rn O CD� > J W rL `1 0, Q >+ Z LO � Co O cnNaU4 U) H C.� W H 2 U Q Z Q CD o H/� (2 v! � .- W N W = CU Za?.LC) IZIL. wU) C"M Zter; r` a 0 (D � qr Cn :2 L? L? J O (D O Ln m co ao Q1 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. c 0 0 W LIJ I` 2 O r /1 CV V J op W & CU 2017-054 T101 2 T GENERAL STRUCTURAL NOTES FOUNDATIONS PLEASE REFER TO THE GEOTECHNICAL INVESTIGATION AS PREPARED BY ATC GROUP SERVICES, LLC; 5602 THOMPSON CENTER COURT, SUITE 405; TAMPA, FL 33634; PHONE 813-889-8960; PROJECT # Z249810028 1. THE FOUNDATION DESIGN IS BASED ON THE SOIL BEARING CAPACITY OF 2,500 PSF. 2. ALL FOOTINGS SHALL BEAR ON, STIFF TO VERY STIFF CONSISTENCY CLAY SOILS, LOOSE TO DENSE SAND SOILS, OR NEW FILL WHICH IS COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS LISTED IN THE GEOTECHNICAL ENGINEERING REPORT AND EXTEND TO SUITABLE NATIVE SOIL OF 2,500 POUNDS PER SQUARE FOOT BEARING CAPACITY. 3. NO CONCRETE SHALL BE POURED IN EXCAVATIONS CONTAINING WATER. 4. VERIFY LOCATIONS OF REQUIRED SLEEVES AND/OR BLOCKOUTS THROUGH FOUNDATION WALL WITH GENERAL CONTRACTOR AND ALL OTHER TRADES PRIOR TO CONSTRUCTION. 5. CONCRETE CONTRACTOR SHALL NOT POUR ANY CONCRETE IN ADVERSE WEATHER CONDITIONS OR WHEN SUCH CONDITIONS ARE FORECASTED FOR FOR THE TIME PERIOD FOLLOWING THE POUR, UNLESS PROPER CURING AND PROTECTION IS PROVIDED CONTINUOUSLY UNTIL CONCRETE DEVELOPS ITS DESIGN STRENGTH. 6. NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN THE CONCRETE WORK UNLESS COATED TO PREVENT ALUMINUM -CONCRETE REACTION. THIS INCLUDES PUMPING THRU ALUMINUM PIPE. 7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED & CERTIFIED BY A QUALIFIED SOILS ENGINEER. CONCRETE 1. MATERIAL & WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AO 318. 2. CONCRETE FOR FOOTINGS & FOUNDATIONS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE INCH AT 28 DAYS. CONCRETE FOR SLABS ON GRADE & SIDEWALKS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3500 POUNDS PER SQUARE INCH AT 28 DAYS. 3. AIR -ENTRAINING ADMIXTURE SHALL BE USED FOR ALL CONCRETE EXPOSED TO WEATHER. 4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, CURBS, FLOOR FINISHES, INSERTS AND OTHER EMBEDDED ITEMS. VERIFY SIZES AND LOCATION OF ALL OPENINGS IN CONCRETE PRIOR TO FORMING. 5. ALL SLABS ON GRADE SHALL BE REINFORCED w/ WELDED WIRE MESH (WWM OR WWF) OR FIBER REINFORCEMENT PER FOUNDATION PLAN. SEE FOUNDATION PLANS FOR AREA. POURING UNIT IS AT THE DISCRETION OF THE CONTRACTOR. SAW CUT CONTROL JOINTS AS SOON AS POSSIBLE OR WITHIN 12 HOURS MAX. OF PLACING CONCRETE. 6. ALL INTERIOR SLABS ON GRADE SHALL BE PLACED ON A MIN 6-INCH THICK FREE -DRAINING GRANULAR BLANKET. PROVIDE VAPOR BARRIER ABOVE THIS DRAINAGE COURSE. 7. UNLESS OTHERWISE NOTED, PRINCIPAL REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE PROTECTION: a. SURFACES NOT FORMED.......................3 inch b. FORMED SURFACES IN CONTACT WITH SOIL OR WATER OR EXPOSED TO WEATHER ....... 2 inch C. SLABS, WALLS, JOISTS ...........................3/4 inch REINFORCING STEEL 1. BAR BENDING & PLACEMENT DTLs SHALL BE IN ACCORDANCE wl THE ACI DETAILING MANUAL, SP-6", ACI 315, UNLESS OTHERWISE SHOWN OR NOTED. 2. ALL REINFORCING STEEL SHALL BE "DEFORMED NEW BILLET STEEL BARS", ASTM A615 PLUS ASTM A615 (S1), GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATIONS ASTM A1064, PLAIN BAR. 4. ALL LAPS FOR REBAR, WHEN NOT DIMENSIONED ON DRAWINGS, SHALL BE 40 BAR DIAMETERS. LAPS FOR WELDED WIRE FABRIC SHALL BE 8" FOR 4" CROSS BAR SPACING & 10" FOR 6" CROSS BAR SPACING. AT ALL WALL CORNERS AND WALL INTERSECTIONS PROVIDE BARS TO MATCH ALL HORIZONTAL REINFORCING, OVERLAP 2'-0" MINIMUM. CARPENTRY - SEE FRAMING PLAN ON SHEET S102 1. FLASH ALL HEADS OF WINDOWS AND DOORS. 2. ALL STRUCTURAL LUMBER SHALL BE AS SPECIFIED IN PROJECT MANUAL AND BELOW UNLESS OTHERWISE NOTED HEREIN. • LAMINATED VENEER LUMBER SHALL HAVE MINIMUM Fb = 2600 PSI & E=1800 KSI • STUD FRAMIMG: #2 SPF OR #2 HEMFIR U.N.O. • HEADERS, JOISTS, ROUGH FRAMES, FRAMING SILLS, etc.: #2 SPF OR #2 HEM FIR • NAILERS d MEMBRANE ROOFING: #2 SPF OR #2 HEM FIR • WOOD FURRING & GROUNDS: #2 WHITE PINE • PLYWOOD: CONFORMING TO PS 1; APA PRP-108, INCLUDING GRADE STAMPING ROOF SHEATHING: INTERIOR TYPE, C-D GRADE w/ EXTERIOR GLUE (CDX) SHEATHING OVER STUDS: EXTERIOR TYPE, C-C GRADE INTERIOR WALL SHEATHING: EXTERIOR TYPE, B-C GRADE • OSB: CONFORMING TO DOC PS 2, EXPOSURE 1 GRADE LIGHT WOOD TRUSSES - SEE FRAMING PLAN ON SHEET S102 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) STANDARD SPECIFICATIONS", LATEST EDITION AND THE 'TRUSS PLATE INSTITUTE DESIGN SPECIFICATIONS", (TPI). 2. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: LIVE LOAD FOR TOP CHORDS = AS PER DESIGN LOADS THIS SHEET DEAD LOAD FOR TOP CHORD =10 PSF DEAD LOAD FOR BOTTOM CHORDS =10 PSF FOR ALL TRUSSES 3. TRUSSES SHALL BE DESIGNED w/ MAXIMUM U240 DEFLECTION OR 1 1/2" WHICH EVER IS LESS. 4. TRUSS ENDS SUPPORTING PARAPETS SHALL BE DESIGNED FOR MAXIMUM U600 OR 318" DEFLECTION, WHICH EVER IS LESS. DESIGN LOADS GROUND SNOW LOAD (Pg) 0 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW THERMAL FACTOR (Ct) 1.0 SNOW IMPORTANCE FACTOR (11) 1.0 ROOF SNOW LOAD 0.7 (Pg) (Ct) (Ce) (1) 0 PSF ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD: N.A. (SLAB ON GRADE) WIND SPEED 140 MPH ULTIMATE BUILDING RISK CATAGORY II WIND EXPOSURE CATEGORY B WIND IMPORTANCE FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT +0.18 / -0.18 COMPONENTS & CLADDING WIND LOAD REQ'D 29.9 PSF BASE SOIL DESIGN PRESSURE 2,500 PSF SEISMIC SITE CLASS D SPECTRAL RESPONSE ACCELERATION -SHORT 6.8% SPECTRAL RESPONSE ACCELERATION-1 SEC 3.4% SEISMIC OCCUPANCY CATAGORY II SEISMIC IMPORTANCE FACTOR 1.0 SEISMIC DESIGN CATEGORY A SPECTRAL RESPONSE COEFFICIENT - SHORT 0.073 SPECTRAL RESPONSE COEFFICIENT -1 SECOND 0,054 SEISMIC FORCE RESISTING SYSTEM ORDINARY REINFORCED MASONRY WALLS SEISMIC RESPONSE COEFFICIENT, Cs 0.048 RESPONSE MODIFICATION FACTOR, R 1.5 DESIGN BASE SHEAR, Cs(W) 11,554 POUNDS ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE ANALYSIS C.M.U. WALL C.M.U. WALL CONC. SLAB PER FDN PLAN Fir 1/2" EXP. JOINT, TYP. ao - o #5 DOWEL wl 6" HOOKS, REINF. TO MATCH REIFORCEMENT AS ALIGN w/ VERTICAL CMU BLDG FDN DETAIL B3 8" PER PLAN REINF FORMED EDGES M,,�M. bra THICKENED EDGE w/ CONT# i UNDISTURBED & TOP & BTM AT STOP EDGES STABLE SOIL ATELEFRT AR ALTERNATE VERT B NOT NEXT TO BUILDING HOOKS 8" 8" 8" TYPICAL 2'-0" 2'-0" FDN DETAIL FDN DETAIL BALE: 1/2" = V-0" B4 SCALE : 1/2" = V-0" S/S COVE BASE BY FEC 2"x BOX FRAME BY G.C. FLOORING BY GC REDWOOD OR TREATED i.................... MATERIAL ONLY S/S COVE BASE BY FEC �--� 2 4 CONCRETE BY GC 1/2" INSULATION FOR FROST BREAK AT PERIMETER BY GC. VINYL SCREED BY FEC 2 2 f t ,5 f 1/2" OR 1/4" FILLER. !{ BY GC. VERIFY 's• �. FLOORING •` ' 2 LAYERS 2" HIGH DENSITY t`� I EXTRUDED POLYSTYRENE INSUL. FOR USE UNDER CONCRETE BY GC --� s FLOORING MAIL BY GC r" 7 1-6 WATERTIGHT SEAL FORMED BY ASPHALT SEE PAPER OR 6-MIL POLYETHYLENE SHEETS w/ PLAN SEALED JOINTS. (BY GC) �ScA DN DETAIL D 3 LE :1/2" = V-0" 0 o� v CV ®1MIIIIIIIII FDN DETAIL D4 SCALE :1/2" = V-0" 5" SEE PLAN CONIC STOOP (2% MAX SLOPE) PROVIDE SIDEWALK TO DRIVE (per SITE PLAN) 1/2" HIGH MAX DOOR SILL PITCH 1/8" PER FT. 1/2" EXP. JOINT GROUT ALL CORES WHER E SLAB POURS THROUGH''' REINF. TO MATCH BLDG - FDN DTL B3 EXCEPT WHERE NOTED I I 8" 8" 8" 2'-0" FDN DETAIL BSCALE :1/2" = V-0" S/S COVE BASE - BY FEC FLOORING BY GC INSULATED METAL PANEL BY FEC, TYP FLOORING BY GC - THICKENED EDGE w/ CONT4 TOP & BTM AT STOP EDGES NOT NEXT TO BUILDING ■L CONCRETE SUB -FLOOR BY GC WATERTIGHT SEAL FORMED BY ASPHALT PAPER OR 6-MIL POLYETHYLENE SHEETS WITH SEALED JOINTS. (BY GC) CLEARANCE IS REQUIRED BTWN COOLER / FREEZER PANELS AND BUILDING WALL 2 LAYERS @ 2" HIGH DENSITY EXTRUDED POLYSTYRENE INSULATION FOR USE UNDER CONCRETE BY GC BLOCK OUT SLAB POUR FOR INSTALLATION OF CONTINUOUS WALL INSULATION NOTE: FREEZER SLAB IDENTICAL TO THAT SHOWN ABOVE FDN DETAIL D5SCALE : 1/2" = V-0" 100'4" LEFT SIDE 43'-4" 64" 11' 0" 40'-8" (1) 2'-0" 2'-0" CENTER BAR REINFORCING -L -I-------- ( I CENTER BAR CONCRETE - - - - - - FOOTING PER PLAN NOTE: USE SAME CORNER REINFORCING @ OTHER ANGLED CORNERS FOOTING CORNER DETAIL B" NO SCALE SAW CUT JOINT FILL w/ SEALANT - SEE SPECS SLAB CONTROL JOINT v NO SCALE NOTE: REFER TO MASONRY NOTES FOR MAXIMUM SPACING OF CONTROL JOINTS 112" JOINT WI SEALANT & BACKER ROD COMPRESS MORTAR @ ALL-, fie 05 BOLLARD PER D7 / S101 8 r1 = 4' x 6' x 12" FOOTING w/ (6) v m o co #8 LONG BARS & (10) #4 SHORT m - LARS TOP AND BOTTOM I B4 C.J. C.J. m o 8„ ao S101 2'-0" 22' 31/2" VERIFY m - OORDINATE REQM'TS `D • • • • • • • • • • • • • • • • • • • • : LOCATION OF RECESSED FOR "LIFER"GROUNDING C.J. C.J. J CONTROL 1IOINT MOP BASIN -VERIFY SIZE & TO FDN WALL REINF. w/ F1 REQ'MTS w/ OWNER & ELEC CONTRACTOR. SEE SET VERTICAL WALL BARS LAPPED w/ m : 4 _p ELECTRICAL RISER cn DOWELS INTO FOOTINGS w/ 12" BAR LOCAL REGULATIONS DIAGRAM ON SHEET E201 HOOKS @ CORNER FOOTINGS (2 PLACES) TOP OF SLAB = 0'-0" (SEE CIVIL OWGs FOR LOCAL DATUM) 4" B3 CONTROL J01 T CONCRETE SLAB w/ 6"x6" 10/10 WWF OR FIBER REINFORCEMENT; I S101 : OVER VAPOR BARRIER OVER MtN 6" COMPACTED FILL, OR AS CD �•J, : RECOMMENDED PER GEOTECHNICAL REPORT. VERIFY. o : N - J CONTROL JOINT X .......... ..................... ................... ..................... ............................. ............................... o S101 o:o z. 0 .... CONTROL J01........I EXTEND VERTICAL WALL BARS INTO = FOOTING ALONG FRONT WALL @ 16" O.C. & F � &* ; o. TO MATCH WALL SPACING ELSE WHERE. 0: : �? z : Cr ok S101 II F : 0 = B4 : CONTROL JOINT �' m S101 y SEE DETAIL H8 / Al03 FOR CONCRETE J. XiOR MASONRY BASE @ INTERIOR D4.- .7 STONE WALL. COORD w/ FLOOR PLAN. D3 19'-9 112". :S101 N J D5 24x12 FOOTING w/ (3) #4 F1 CONTINUOUS BAR & 2'-Vt 64" - COOLER/FREEZER . S101 TRANSVERSE BARS @ 24" : (M- o : AREA SLAB. DEPRESSED 8" O.C. TYPICAL U.N.O. m : m o m o 8" COORD w{SHEET FS 1 m m D6 I: C.J. - C.J. C.J 5101 M o 0 °Q Amin ( 8'-0" 5 40'-8" 9'-8" 100'-4" RIGHT SIDE FOUNDATION PLAN H4 SCALE :1/8" =1'-0" 1/2" JOINT W/ SEALANT & PER PLAN BACKER ROD 11 HORIZONTAL JOINT REINF. DISCONTINUOUS @ 8" 0 PIPE, FILL w/ GROUT, STRIKE LEVEL ACROSS TOP TO ACCEPT o BOLLARD COVER ;;r VP P CONTROL JOINTS B O L LA R D D7 SCAr,,\(C;IMVU CONTROL JOINT LE: 3/4"=1'0" N Fo zo SCALE :1 1/2" = V-0" MIN 1" OVERHANG--,,.,[., MANUFACTURED STONE VENEER AND CAPSTONE SIM TO H7l S101 FORM TOP t6" & RUB PATIO SURFACE, EXPOSED PORTIONS SEE CIVIL PLANS SMOOTH s" . 1/2" ISOLATION JOINT, TYP ``' w c� TRENCH FDN w/ (1) o CONT. #4, TOP & BTM 00 wo V-0" SEE CIVIL DRAWINGS FOR LOCATION AND EXTENTS OF SITTING WALL SITTING WALL FSCALE : 314" =1'-0" 05 BOLLARD PER D7 / S101 8 r1 = 4' x 6' x 12" FOOTING w/ (6) v m o co #8 LONG BARS & (10) #4 SHORT m - LARS TOP AND BOTTOM I B4 C.J. C.J. m o 8„ ao S101 2'-0" 22' 31/2" VERIFY m - OORDINATE REQM'TS `D • • • • • • • • • • • • • • • • • • • • : LOCATION OF RECESSED FOR "LIFER"GROUNDING C.J. C.J. J CONTROL 1IOINT MOP BASIN -VERIFY SIZE & TO FDN WALL REINF. w/ F1 REQ'MTS w/ OWNER & ELEC CONTRACTOR. SEE SET VERTICAL WALL BARS LAPPED w/ m : 4 _p ELECTRICAL RISER cn DOWELS INTO FOOTINGS w/ 12" BAR LOCAL REGULATIONS DIAGRAM ON SHEET E201 HOOKS @ CORNER FOOTINGS (2 PLACES) TOP OF SLAB = 0'-0" (SEE CIVIL OWGs FOR LOCAL DATUM) 4" B3 CONTROL J01 T CONCRETE SLAB w/ 6"x6" 10/10 WWF OR FIBER REINFORCEMENT; I S101 : OVER VAPOR BARRIER OVER MtN 6" COMPACTED FILL, OR AS CD �•J, : RECOMMENDED PER GEOTECHNICAL REPORT. VERIFY. o : N - J CONTROL JOINT X .......... ..................... ................... ..................... ............................. ............................... o S101 o:o z. 0 .... CONTROL J01........I EXTEND VERTICAL WALL BARS INTO = FOOTING ALONG FRONT WALL @ 16" O.C. & F � &* ; o. TO MATCH WALL SPACING ELSE WHERE. 0: : �? z : Cr ok S101 II F : 0 = B4 : CONTROL JOINT �' m S101 y SEE DETAIL H8 / Al03 FOR CONCRETE J. XiOR MASONRY BASE @ INTERIOR D4.- .7 STONE WALL. COORD w/ FLOOR PLAN. D3 19'-9 112". :S101 N J D5 24x12 FOOTING w/ (3) #4 F1 CONTINUOUS BAR & 2'-Vt 64" - COOLER/FREEZER . S101 TRANSVERSE BARS @ 24" : (M- o : AREA SLAB. DEPRESSED 8" O.C. TYPICAL U.N.O. m : m o m o 8" COORD w{SHEET FS 1 m m D6 I: C.J. - C.J. C.J 5101 M o 0 °Q Amin ( 8'-0" 5 40'-8" 9'-8" 100'-4" RIGHT SIDE FOUNDATION PLAN H4 SCALE :1/8" =1'-0" 1/2" JOINT W/ SEALANT & PER PLAN BACKER ROD 11 HORIZONTAL JOINT REINF. DISCONTINUOUS @ 8" 0 PIPE, FILL w/ GROUT, STRIKE LEVEL ACROSS TOP TO ACCEPT o BOLLARD COVER ;;r VP P CONTROL JOINTS B O L LA R D D7 SCAr,,\(C;IMVU CONTROL JOINT LE: 3/4"=1'0" N Fo zo SCALE :1 1/2" = V-0" MIN 1" OVERHANG--,,.,[., MANUFACTURED STONE VENEER AND CAPSTONE SIM TO H7l S101 FORM TOP t6" & RUB PATIO SURFACE, EXPOSED PORTIONS SEE CIVIL PLANS SMOOTH s" . 1/2" ISOLATION JOINT, TYP ``' w c� TRENCH FDN w/ (1) o CONT. #4, TOP & BTM 00 wo V-0" SEE CIVIL DRAWINGS FOR LOCATION AND EXTENTS OF SITTING WALL SITTING WALL FSCALE : 314" =1'-0" O N 0 Z r M Q VJ W '4 M O M W > J � w (1) LL Q J 0 � a U m >, 4--" CL W CD O ZCD NU U � J N J J ` 2 � rn co 2 Cc CL E� N' U) CIO t- :3M WU Lo > CM Q C75 J Y Lu d Y m Q >, Z O 70 'a LO � tg °� tnN�U 47 H U LLl F- 2 a Z CK Q +� 00 F- (D o W CU) � 0 X Z a?-N111i W 16 O O 04 Lllrn ti ti Z ti ti a0(D �U�L?v7 -J N � O O Lo m 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. c 0 v♦ ^ J Z Q O W ti Q o 0 oes Z z rn Occ J � LL. a. 2017-054 S101 - --r; r, -- -i-r - - - --- -- ------ 4f.- I.. Ji 10'-0" 2x FRAMING @ EACH SIDE w/ BLOCKING BTM CANOPY TO TRUSSES. TRUSS MFGR TO VERIFY SIZE AND SPACING CANOPY SECTION A2 SCALE: 3/4" = V-0" CUT ROOF DECK AND EXTEND DBL 2x6s THRU TO BOTTOM OF ROOF TRUSSES FRONT/ REAR — WALL TRUSS BY MFGR VARIES; ADD (2) 2xEs ONTO END OF PARAPtTFRAMING, NAILED TOIE' STUD EQUAL EQUAL 2x6 BLOCKING SIM TO FRAMP ON ROOF SHEATHING NOTES ON S102.11 NAIL DBL 2x6s INTO BTM & TOP CHORD OF TRUSSES •a; B: r; PARAPET RETURN C2SCALE: 3/4" = V-0" HORIZONTAL REINFORCING II II II (1) #5 CORNER BAR PER I I I STEEL LAYER W/ 25" LAP SPLICE EA. WAY II II �}— — — — — — — — — — — #5 VERTICAL IN GROUT FILLED CELL NOTE: USE SAME CORNER REINFORCING AT OTHER ANGLED CORNERS OR INTERSECTING WALL FOOTINGS. TYPICAL BOND BEAM CORNER DETAIL C3NOT TO SCALE 16 GAGE GALV. HEAD ................................................__._.......__ ._.... --........................... LINE OF STRUCTURE RUNNER TRACK, ABOVE SCREW TO STRUCTURE z PARAPET RETURN WALL FRAMING a RTU FRAME FULL PERIMETER OF PENETRATION wa TO BE ADJACENT TO TRUSS PROVIDE BATT INSUL. INSIDE CURB wl 2x6s; VERIFY OPENING SIZES AND :....r_. — OUTSIDE FACE OF FRAMING TO WRAP MEMBRANE UP CURB INSUL. LOCATIONS w/ RTU MFGR 3112" CLIP wl 1 1/2" (4) #10 TEK SCREWS a CENTER OF TRUSS, PER PLAN UPPER PIER w/ &PROVIDE COUNTER FLASHING SLOT TO ALLOW j �.; HIGHEST ROW OF EA. SIDE a SHEATHING, ` ` ' FOR DEFLECTION ! DRYWALL SCREWS `n j EXCLUDE AT ROOF CURB PER MECHANICAL; `! ! ! . 3/16"TOP PLATE L.L """" "'" ...... " "" ' =" REAR TOWER INSULATE & PROVIDE CRICKETS AS NEEDED FOR POSITIVE DRAINAGE ..,. # - £ . ON COLUMN w a T , PROVIDE 2x NAILER FOR CURB y - ,. " (4) #12 TEK SCREWS ...T................................................................. . N ALIGN _._. __ _.._ ......_, .....:.__ r..__ __;___ PARAPET RETURN WALL FRAMING w/', SHEATHING OVER PER FRAMING NOTES: 2x6 BLOCKING PROVIDED IFRG MEMBER FULL ;, ROOF TRUSSES PER TRL C2 PER C2 / S102 PERIMETE F RTU SUPPORT -`, ` MFGR wl FRAMING BTWN S10-- WALL FRAMING CURB, UNL DESIGNED CHORDS PER FRAMING F BELOW OTHERWIS 1Y TRUSS MFGR NOTES NOTE: SEE�HO BELOW FOR HOLDDOWN ST ;P PARAPET RETURN RCRB D 1 SCALE: 3/4"= V-000 F U " D 2 SCALE: 3/4" ­0 —A—A nn unnv nn�"so AND SPACING REQUIREMENTS ru-4"\CONCRETE LINTEL REINFORCING NOT TO SCALE VERTICAL REINFORCING AT EACH OPENING - SEE PLAN FOR ADDITIONAL REFORCING REQUIREMENTS i INTO RUNNER i € DEFLECTION HEAD D 3 SCALE: 3" = V-0" 3 E J i # E # i ANCHORS @ 32" O.C., 1500 SERIES RAMSET 1 ANCHOR w/ 1" i EMBEDMENT INTO ! j CONCRETE INT. WALL ANCHOR ESCALE: 3" = V-0" 3/8" 0 LAG BOLTS 4" FROM EA. CORNER AND 24" O.C. MAX. (MIN 3 PER SIDE), TYP. ALL 4 SIDES REINFORCED MASONRY WALL _ _ _ 2"x14 GAGE STRAP ROOF TOP CURB C? ROOF - SEE PLAN LUS210 JOIST HANGER GROUT SILL SOLID AT OPENINGS 4'-0" AND WIDER PROVIDE (1) #5 REBAR FOR 8" WIDE KO BLOCK AND (2) #5 REBAR FOR 12" WIDE KO BLOCK (6) # 12x2112"SCREWS INTO FRAMING 1/2" 0 LAG BOLTS @ 24" O.C. W/ 5" EMBEDMENT INTO FRAMING JOIN DBL FRAMING W/ (2) 16d NAILS @ 16" O.C., W/ CLENCHED ENDS EQUIPMENT W/ CURBS 5 a Lu w a a 10" LINTEL SCHEDULE L-1 C8x18 75 GALVANIZED LINTEL w/ 1/4"x7" 100'-4" LEFT SIDE WALL BOTTOM PLATE wl 10" BEARING L-2 (2) 31/2"x31/2"4/16" GALVANIZED ANGLES L-3 W12x22 w/ 5/16" PLATE w/ 12" BEARING F8" 0" zS 11' 0" 40' 8" NOTE: TRUSS SPAN SHALL BE SHORTER THAN 8 8 DRIVE-THRU CANOPY OUT TO OUT OF C.M.U. FACE OF SHEATHING a SHALL BE FLUSH WITH OUTSIDE FACE OF C.M.U. SEE WALL SECTIONS H3, H4 & H5 ON SHEET A401 TRUSS DESIGNER NOTE: DUCT LAYOUT SHOWN BELOW; TRUSS DESIGNER SHALL DESIGN _ . _ _ �, ' co N TRUSSES TO ALLOW ALL TRANSVERSE DUCTS TO RUN THRU TRUSS J )J WEBS. SEE SHEET M101 FOR DUCT SIZES; FOR SUPPLY DUCTS, ADD 2" € € f € # MASONRY @ FRONT WALL SHALL PER SIDE (4" TOTAL) FOR INSULATION THICKNESS. GC TO COORDINATE. q " �— HIUH PARAPET � . µ HAVE #5 VERTICAL BARS @ 16" �' WLL RET RN € € # o O.C. FULL HEIGHT OF C.M.U. € ''.€ # # - . -••-. - a co L 1 L 1 L 1 fn .. O J N Cn till . . — . — . `t r + <r s VERIFY LOCATION k o S'E AEA 01P5 ASE EFRI I H DfT I � I w Z ¢ £ TYP R09F �jEATHING �Yl✓fUT; € € € I o ow, € �#M.... . , Cn LLJ O a STAGGER OPNTS pARACLEI TO —... -� co �# ,,•% "#... � € . , ....... cn oCn w N I # RUSSES. SERE C31 S 03 FOR R OF € I ; " I €.....CIA M — CK U C23'• ' € F EATMING / TTAC i EI T DIAGRAM `' # # ,L TO HAVE #5 TYp # € +, f _ .... ..1 0# 50# READ FACE O KITC EN . . �d5 '/...2�z0#. `^ 2. . _.... FRAMING E f....... .....iYPfAL TYP VERTIC LLBA S @ 24" .C. J € 5 1 I SEA N T BELOW L. # Z o: W I IN COMPRESSORS Z. # m Cn `4FRYER HOOD RTU 2° � _ � •• "+ ` .. i � 401 LU ... i € n Y;.. _ .......... .... XHAU T 3,OOb C2 f r y o r- € I ». m I LPL D J ,� ..... I, REP IGERATIOF CHPE 1....... ....... _ .. �. a j 2 :r... J M w ...�..._.... _.._ ..N.., __.....y1. am r € S1� .,.f...�_ , sF z v w i5_..........._....... ENCLOSUFtEwI. `. ��..... _....,. _..,,, _......_. = N N o z 1'-GALVANIZED METAL . �. w LL @� € f v H5 �,-- J SEE DETAIL, FOR FRAMING _ # € € g€ € I { ~ N cn ' t- € # ! 1 # € N # R00 CAPI, SEE H6 / k105 € "'{ > ....._. „ , .. o w o r a tEQ'INTS ( RTU # 1 # € 1 # ae .........__............ m . __ z v _ 401 oI, TRUSS TYPE C - m . ... � .. Q o N = __� ... _ ..._ PENETRATIONS, TYPICAL �'� # # € a ; CO OCn �? r - 1 i 3 ) %� 1 1 p z -: i R1DDkE HOOD I ) .. i o f -- o o u� CD pI n ,....... .... .. _.._.. „XHAt�ST I w ._..... «..,.. , ,,,,....,._m =o Cn s Cn U. CD m s....... ., t s pp € LUI _ _ .. _._..... _.... :::: - GIRDER TRUSS BY = `V 1 # €..... ...# # �# 1 TRUSS MFGR €...... _ < f .............. `D _. # • # # 2/D "' o 51.0 .TYP,ICAL.. .... # # FA I I N 1 € %so 1 1 1 1 i 1 a€ 12'-1p 112",'#PUT to OU' F- _.. ... . w # ,low N € 7 a HI PARAPET R'G 46'TJ 374" W f �1 s < s 5 o a i d +i C.' € HIG�i PAK?APEf WALL RE4URN. w ° N w Cf 1 1 1 1 # 1 g: J # : i wa1 € € # ' # w 3 1 ; £ # S ..a, �3 sj h .11... . .. f £ € # E..... .. € y E ' cn 250# 250# COOLER, FREEZER a. OD € I € COMPZZ l / , C.M.U. ABOVE WINDOWS @ FRONT WALL TO HAVE BARS @ 8 v o a r� o a c 10'-1 1/2" HOLD = 16" O.C. UP TO TOP OF C.M.U. _ _ ENTRY AN "' £ € OUT to OUT #5 VERTICAL BARS @ 32" O.C. IN 36' 1 l4" GROUTED CORES. TYPICAL ALL 10'-0" � GIRDER TRUSSES 8" 6'-0" S10 REAR FAC OF THIS GIRDERTRUSS UST LIGN w/ WALL U.N.O. TRUSSES @ 2'-0" TRUSSES = RUSSES @ 9'-8" C.L. to C.L. OF REAR FACE OF KI CHEN WALL F MING BELOW; SEE FLOOR PLAN TYPE SIMILAR TO FRONT & REAR 14'-8" O.C.=15'-61/2" @ 36" O.C. 24" O.C.=16' 0" GIRDER TRUSSES 10' 0" TRUSSES @ TRUSSES @ 11'-6112" TRUSSES. TRUSS BEARING ON t9112" TRUSS MFGR TRUSSES @ 24" O.C. 36" O.C.=6'-0" 24" O.C.=6' 0" FRONT/ REAR TRUSS AND C.M.U. TO CONFIRM ±2'_9112" TYPICAL AT BUILDING CORNER. 100' 4' RIGHT SIDE WALL P RUNNER w/ NESTED RUNNER INSIDE 20 GAUGE TYP STUDS GENERAL WALL SHEATHING REQUIREMENTS 1. INSTALL 15/32" CDX PLYWOOD SHEATHING CONTINUOUS OVER ENTIRE WALL SURFACE OF TRUSSES. 2. NAIL WALL SHEATHING TO TRUSSES AND BLOCKING wl 10d NAILS @ 4" O.C. @ ALL PANEL EDGES AND 12" O.C. IN FIELD OF PANELS, TYPICAL. 3. REFER TO BUILDING PLANS, SECTIONS, AND ELEVATIONS FOR DIMENSIONS. 4. INSTALL 2x BLOCKING AT ALL HORIZONTAL SHEATHING PANEL EDGES. 5. COORDINATE WITH WALL SECTIONS SHOWN ON SHEET A401 TS 3X3X1/4" STUB 6. ALL SHEATHING SHALL BE INSTALLED W/ 1/8" GAP @ ALL PANEL EDGES. COLUMN SEE GENERAL (4) 518" 0 EPDXY ANCHORS STRUCTURAL NOTES & DESIGN LOADS ON SHEET S101 9"x9"x3/4"THICK BASE PLATE FULLY WELD TUBE TO PLATE LOW WALL ANCHOR E4SCALE: 11/2" = V-0" 2" x 14 GAGE GALV STRAP W/ (6) #2x21/2" SCREWS EACH END INTO CURB @ 8" FROM EACH CORNER & 24" O.C. MAX BTWN (MIN 2 STRAPS PER SIDE) EQUIPMENT, VERIFY SIZE & \ ROOF CURB FORMED W/ 2x6 CONFIGURATION I BLOCKING @ PERIMETER OF EQUIPMENT, EXTEND ROOFING OVER 4SEAL AROUND STRAP /-& BOLTS AS REQ'D ROOF - SEE PLAN LUS210 JOIST HANGER 1/2" 0 LAG BOLTS @ 24" O.C. W/ 5" EMBEDMENT INTO FRAMING DBL 2xl0 UNIT SUPPO FRAMING, TYPICAL WOOD TRUSS EQUIPMENT W/O CURBS EQUIPMENT HOLD DOWNS " v / NOT TO SCALE TRUSS LOADS NOTE: THESE LOADS DO NOT INCLUDE ROOF TOP EQUIPMENT BOTT. CHORD DEAD: 10 PSF TOP CHORD DEAD: 10 PSF TOP CHORD LIVE: 20 PSF MIN, OR ADJUSTED GROUND SNOW LOAD + DRIFT PER DESIGN LOADS ON SHEET S101, WHICHEVER IS GREATER HIGH PARAPET RETURN WALLS: • INSTALL 2x6 WD STUDS @ 16" O.C. ATOP TRUSSES wl 518" CDX PLYWD OVER TOP OF FRAMING PER SECTIONS ON SHEETS A202. BRACE AS REQ'D; STICK FRAMING FOR PARAPET: WHERE TRUSSES ARE SPACED GREATER THAN 24" O.C., STICK FRAME PARAPET WALL BETWEEN w/ 2x6s @ MAX 16" O.C. • STICK FRAME PARAPET WALL BETWEEN CORNER TRUSSES wl 2x6S @ MAX 16" O.C. • LAP 2x6 w/ TRUSS UPRIGHTS FOR HIGH PARAPET FRAMING PER SHEETA401. ROOF SHEATHING NOTES: ROOF SHEATHING SHALL BE 19/32", APA RATED CDX PLYWD. INSTALL 10d NAILS AS NOTED ON ROOF SHEATHING DIAGRAM. AT ROOF SHEATHING NAILING PATTERN 1 AREAS, INSTALL 2x4 BLOCKING BETWEEN TRUSSES AT ALL ROOF SHEATHING JOINTS PERPENDICULAR TO TRUSSES. BLOCKING NOT NEEDED AT NAILING PATTERN 2 AREAS EXCEPT WHERE NOTED. WHERE TRUSSES ARE SPACED GREATER THAN 24' O.C., INSTALL 2x6 FR'G BTWN TRUSS TOP CHORDS PERPENDICULAR TO TRUSSES @ 24" O.C. w/ LUS26 HANGERS TO SUPPORT SHEATHING. MASONRY NOTES 1. MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY AS NOTED UNDER SPECIAL INSPECTIONS ON TITLE SHEET. 2. AIR ENTRAINMENT, CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING SAME SHALL NOT BE INCLUDED IN MORTAR OR GROUT. 3. NO EXTERIOR MASONRY SHALL BE LAID WHEN OUTSIDE AIR TEMPERATURE IS LESS THAN 40 DEGREES F., UNLESS ADEQUATE PROTECTION IN ACCORDANCE WITH SECTION 1.8.C, "COLD WEATHER CONSTRUCTION", OF ACI 530.11 ASCE 6rrMS 602, SPECIFICATIONS FOR MASONRY STRUCTURES, IS PROVIDED. FOR HOT WEATHER CONSTRUCTION REQUIREMENTS REFER TO SECTION 1.8.D. 4. MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING THEIR ERECTION AND UNTIL THEIR DESIGN SUPPORTS ARE IN PLACE TO WITHSTAND A HORIZONTAL LOAD OF 32 PSF. 5. TYPICAL JOINT REINFORCING SHALL BE GALVANIZED, #9 GA. CONTINUOUS SIDE WIRES WITH #9 GA. CROSS TIES AT NOT MORE THAN 16" O.C., LADDER TYPE, AND SHALL BE INSTALLED AT 16" VERTICAL SPACING. IN ADDITION, ONE LAYER OF REINFORCING SHALL BE LOCATED AT EACH FLOOR SLAB LEVEL, AND ONE AT THE FIRST COURSE ABOVE ALL OPENINGS. STOP AT CONTROL / EXPANSION JOINTS. PROVIDE PREFAB SHAPES AT CORNERS AND INTERSECTIONS. 6. LOCATE WALL CONTROL JOINTS AS SHOWN ON DRAWINGS OR WHERE REQUIRED. WHERE NOT SHOWN, LOCATE JOINTS AT MAXIMUM 40'-0" O.C. OR 3 TIMES THE WALL o HEIGHT, WHICHEVER IS LESS. 7. MASON SHALL TOOL JOINTS ON ALL SIDES OF MASONRY WALLS, WHETHER OR NOT MASONRY WILL BE EXPOSED. JOINT PROFILE AND SIZE TO MATCH EXISTING. 8. REMOVE EXCESS MORTAR AND MORTAR SMEARS FROM SURFACE OF MASONRY. CLEAN SOILED SURFACES WITH NON -ACIDIC CLEANING SOLUTION WHICH WILL NOT HARM MASONRY OR ADJACENT MATERIALS. USE NON-METALLIC TOOLS IN CLEANING PROCESS. 9. IN ADDITION TO VERTICAL REINFORCEMENT SIZE AND SPACING NOTED, VERTICAL o CORES OF CMU SHALL BE GROUTED SOLID WITH VERTICAL BAR AT EACH CORNER CELL AND CELLS ADJACENT TO EACH OPENING 10. PROTECT CONCRETE MASONRY AND CEMENTITIOUS MATERIALS FROM MOISTURE. DO NOT USE CEMENTITIOUS MATERIALS THAT HAVE BECOME DAMP. DO NOT INSTALL CONCRETE MASONRY THAT HAS BECOME WET UNTIL IT HAS DRIED. ROOF FRAMING PLAN C5SCALE :1/8" = V-0" U— U— a a 113: co R LL C Cn a CL Cj N PARAPET LOAD REQ'MTs 0 TOP OF TRUSS AT LOW POINT OVER DINING ROOM, TYPICAL SEE PLAN FOR SPANS SEE PLAN FOR SPANS TRUSS WEB CONFIGURATION MUST PROVIDE 24"-26" CLEAR FOR DUCT IN LOCATIONS SHOWN ON PLAN SINGLE SLOPE TRUSS 511 " w/ UPRIGHTS 12" 51 /2" 1/4 C=— ED NOTES: GC TO VERIFY RTU QUANTITIES, LOCATIONS, & SPECs AS WELL AS TRUSS SIZES AND SPACING. ALL TRUSS TYPES MAY NOT BE SHOWN; VERIFY w/ MFGR. PROVIDE (2) H10ATRUSS CLIPS @ EACH END OF ALL SINGLE PLY TRUSSES WHERE MAX. UPLIFT DOES NOT EXCEED 1,015#. WHERE UPLIFT EXCEEDS 1,015#. PROVIDE MAX REACTIONS TO ARCHITECT FOR ANCHOR SELECTION. TYPE A TRUSS TYPES E7 SCALE :1/8" = V-0" SEE PLAN FOR SPANS SEE PLAN FOR SPANS 51/2" 8" EXTEND BOTTOM CHORD MEMBERS FOR CANOPY, TYP --_ C.M.U. SUPPORT WALLS TYPICAL 02 0 a a v, r v Cl)°D LL U— a a v °O Lo TYPICAL TRUSS PARAPET LOAD REQ'MTs VARIES, SEE PLAN co �- DROP TOP CHORD DWN 1 1/2" TO ALLOW 2x BLOCKING INSTALLATION OVER TYPE B FRONT & REAR WALL SEE PLAN FOR SPANS SFF PLAN FOR SPANS SFF PI AN FOR SPANS TYPE D ti O N O Z r O LLJ LID (n CU cy O 1 i>LU =LJ V ' U ILL U 00 .L a W CU ZC�NU U a� E CD J ` 2 � c NCc a E E N N �' c6 U) c � aof rn � cn � U Lo a) °� LLJ � J O •s 3: °? W CL LL °a Lo 'C f6 O L cnNaU-5 CD UlJ H 2 U z Ix Q 00 F- (D o W � x z m rn a l LU�.�rnrn z ~ r. z Q o (V �rA-2U)u7 J(D�� O O � m 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. °6 J Q Q o J > � N Z W G ♦♦Z CD ~ o ' A 00 U— __ J 00 LL- a) On3 O Lu oc o 2017-054 S102 l I -7E E SHEATHING PANELS MAY OVERLAP INTERIOR BOUNDARIES I I ,€... Jµ # s I. ,.�,,... � � I � i � ... i � pg� s � ,..»... »....,... ,.,..,.., ' ££�-•^ .. ,,.j � s i � � m§ � � �£s„ 5 s 1 ld S £ ££ 1 1 1 L I i _. , ........ _........._I � s 01 I € , 's...... s I I E� _..`s 93 3 E {{ f ¢ f {{ ££ t 24'-8" ALL PANEL EDGES BLOCKING I wk, , 0 W'd 0% E � £ I I t50' 4" 24'-8" NO BLOCKING REQUIRED ALL PANEL EDGES BLOCKNG NAILING PATTERN 1 ROOF PERIMETER / BOUNDARY: 4" O.C. OTHER PANEL EDGES: 6" O.C. IN PANEL FIELD: 12" O.C. PROO�FS HEATHING DIAGRAM vv ]SCALE :1/8" =1'-0" NAILING PATTERN 2 ROOF PERIMETER / BOUNDARY: 6" O.C. SUPPORTED PANEL EDGES: 6" O.C. IN PANEL FIELD: 12" O.C. wom ROOF SHEATHING NOTES: ROOF SHEATHING SHALL BE 19132", APA RATED CDX PLYWD. INSTALL 10d NAILS AS NOTED ON ROOF SHEATHING DIAGRAM. AT ROOF SHEATHING NAILING PATTERN 1 AREAS, INSTALL 2x4 BLOCKING BETWEEN TRUSSES AT ALL ROOF SHEATHING JOINTS PERPENDICULAR TO TRUSSES. BLOCKING NOT NEEDED AT NAILING PATTERN 2 AREAS EXCEPT WHERE NOTED. WHERE TRUSSES ARE SPACED GREATER THAN 24 O.C., INSTALL 2x6 FR'G BTWN TRUSS TOP CHORDS PERPENDICULAR TO TRUSSES aQ 24" O.C. w/ WS26 HANGERS TO SUPPORT SHEATHING. �COMPONENT &CLADDING DIAGRAM V "J SCALE :1 /8" =1'-0" ULTIMATE DESIGN WIND PRESSURE (PSF) TRIBUTARY AREA ZONE 10 FT' 20 FT' 50 FT' 100 FT' INTERIOR 1 16.0 / -35.3 16.0 / -34.4 16.0 / -33.2 16.0 / -32.3 EDGE 2 32.3 / -59.2 30.8/ -59.2 29.0 / -44.5 27.5 / -38.2 O 0 OVERHANG -50.8 -49.9 -48.7 -47.8 CORNER 3 32.3 / -59.2 30.8 / -52.9 29.0 / -44.5 27.5 / -38.2 OVERHANG -50.8 -49.9 -48.7 -47.8 INTERIOR 4 32.3 / -35 30.8 / -33.5 29.0 / -31.6 27.5 / -30.2 a CORNER 5 32.3 / -43.0 30.8 / 40.2 29.0 / -36.4 27.5 / -33.5 O = GENERAL UPLIFT ZONE O TYPICAL WALL 0 END UPLIFT ZONE O WALL AT CORNER 3 ® CORNER UPLIFT ZONE NOTES: 1. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. ALLOWABLE DESIGN WIND PRESSURE (PSF) TRIBUTARY AREA ZONE 10 FT' 20 FT' 50 FT' 100 FT' INTERIOR 1 9.6 / -21.2 9.6 / -20.6 9.6 / -19.9 9.6 / -19.4 EDGE 2 19.4 / -35.5 18.51-31.7 17.4 / -27.4 16.5 / -22.9 LL O 0 OVERHANG -30.5 1 -29.9 -29.2 -28.7 CORNER 3 19.4 / -35.5 21.2 / -31.7 19.9 / -27.4 19.0 / -22.9 OVERHANG -30.5 -29.9 -29.2 -28.7 J INTERIOR 4 19.4 / -21.0 18.5 / -20.1 17.4 / -20.8 16.5 / -20.1 CORNER 5 19.4 / -25.8 18.5 / -24.1 1 17.4 / -21.8 16.5 / -20.1 WC:) (9) 1 Z M Q U) � W � �i �LO `� O cn CU M C) bl� > J C) W LL Q J � � O U m � a - �4- c � w O o ZC� NU J E a� C J ` 2 N rn aE Co N N' m U m N 1- �rn 0� rn LU0V) > - D a� a 0)a o W Ca� C O L cnNaU� U) H U W H 2 U a Z_ H Q oa H ;v C> Cn CD O X CU Z.Rma- LL IY Cd O O N W - .E_ rn rn Z- I--` r r; r; Z Q O N U L? L? J O (D O U-) m ao 00 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. V Z 0 0 o J a U D2 06 H Z W '` N Z O OO dj (ts O U 0 2017-054 S103 CA E? ao 48'-8" T-4" 8'-0"M.O. T-0- 4'-0" M.O.T-0- 8!-011 M.O. T-0- GUARD RAIL, SEE DETAIL H61A101 LUSH ENTRY (ADA THRESHOLD) % MAX. SLOPE IN ANY DIRECTION OR FIRST 6-0"OF WALK 1 V-4" V-8" 1 V-4" 12'-4" T-0" 2-4- V-8" T-8" T-8" 2'-8. (3. A 4!-3" 22'-10 7/8" 15'-6" TO CENTER OF TABLE TABLE TO BE BOLTED TO SLAB BY FSEC; G.C. TO COORDINATE. 12'-10" J V`H2 101 TYP 2-4- V-8- 4" T-4" 8'-O"M.O. 8'-7" M o C** L9 CV 3 5/8" OPER kBLE SLIDING PANE 40!-8" 4'-0" M.O. 41 2'-13" 6'-0' 2'-13" V-0- V-8" 13'-10" 8 D BOLLARD PER --k�1)71S101, TYPICAL T . ....................... ...... zr�CE .......... .. . ...... ... .......... A- U \V E-TF8q ICE W ............. .......... 4'-2 518" 3.21 V-8- V-­1 114 5'-5" 104 16-0 -8/All I MOP ROOM G? - ----- 4-92 NOTE: VERIFY ALL KITCHEN EQUIP."WI VENDOR I 1 118 I& KITCHEN EQUIPMENT PLAN ON SHE&F-8-1 Go INSTALL TYPE K FIRE EXT., PER tp SPEC TO BE wl IN 30'OF ALL COOKING EQUIP. VERIFY # REQ'D & LOCATION(S). ............ .......................... ... .. . ...... F -------- ---- — ------- LA f. V Ll U A DE REFRIG.- 'ell 14 1/2" WI ............ F . ......... �': �— i r­; WI-1 CHASE. NO OTHER ........... -1 ,, , ii.---i I :I ................... J ................... 1 44. ..... ...... ------ - --- 0 6. TRADES THIS SPACE CD J1, ............ 4!-0" ............... . ......... 5. 91/8, ............ 7�,,, ............. .......... PRE A W;2?"H6LD A SUNDAE PREP P AREA A, ...................... ........... 1114 9 5/8" DRINKS & CONDIMENTS co ell, 102 b'-IU 1• /2 T-1- A . ... .. I.-J ......... ..... 91-14 11A11 ......... . Fjttjf — T-8 1/2" 314H 6- S-4" HOLD 6-3 1/8" DINING 101 DINING ROOM SEATS 104 PEOPLE. BOOTHING, TABLES, & CHAIRS BY OTHERS. SEE SHEET FS-1 FOR SEATING LAYOUT. 151-10" 3'-7- 81-8.1 36'-1 -7- V-8" V-8" -8" V-8" 1 V-4" V-8' 81-01, M.O. 5%0" 40'-8" DRIVE-THRU LEFT SIDE FRONT SEE SITE PLAN FOR REAR NORTH ORIENTATION RIGHT SIDE MAIN ENTRY STUCCO PER ELEVATIONS SEALANT,TYP 4"EIFS OVER DRAINAGE SHEET AND 5/8" DENS GLASS SHEATHING /-F-8NVO, —H3 @ TALL @ T7F, PIER PIER STONE SILL @ BASE OF EIFS; LENGTH VARIES PER PIER TYPE SEALANT ----- ------------- G1 HIGH PIER DETAIL_ SCALE: 3/4" = V-0" M 3 6/8" CONTINUOUS RIGID INSULATION & FURRING STUDS STUCCO PER ELEVATIONS— C.M.U. CONTROL JOINT, SEE FDN. PLAN FOR LOCATION(S) LU MFGRCD STONE CD STONE VENEER BACKUP LU PER G8/A401 a- 4" C.M.U. PIER UP,,_,/ TO 10'-0"A.F.F. SEALANTTYP STONE SILL PER ELEVs LOW PIER DETAIL H1 _ SCALE: 3/4" = T-O" ... I ......... 6 ------ Li. 2'-93/4' :2--94r4" o A -L —UL _J LO fl 7� PROVIDE ROUGH OP E MING (BARE STUDS) FOR PASS cli THROUGH. SILL AFF, 1/8" ...... ...... I HEIGHT TO B I E 4 KITCHEN ......... .. - - - ------- ------------------- - -- - --------------------- - 12'4 1/2" J L LJ L===== DISH") ------- T/ TUDS TO BE BARE @ 3 ABOVE I; I-UL4 113 F11 ISH FLO R. FSEC WIL 3ROVIDE .. ........ ST (LESS T rEi SHELF. J. E )M IL i. 1 CUSTOMER ORDER AREA CUST( ...... . .... SERVIC'E, 105 ... ........ ............ k Ti —02- Ile ------------- 13'4" .......... 2 NFS SOLID SURFACE WALL C P ? AND TO -GO COUNTER WALL FR' MUST ALIC N wl JOISTS ABOVE, S ROOF ST ZU D T-6" 2' 20'-83 te, . ... ............ INSTALL SEMI -RECESSED FIREgyp J EXTINGUISHER, "FEC-1" PER SPEC. VERIFY # REQ'D AND LOCATION(s). 2' POST SIGN INDICATING 1 -6" 6-115/8" CLEAR` OCCUPANT LOAD. VERIFY ................. SEE E4 S102 FOR LOCATION wl MUNICIPALITY HALF WALL POST AND . ............................... FASTENING DETAIL 4W 112" Lo J'i, 119 ..3._ y .................. co S HALL F= Cn 548.� 109 1 6'!l 17/8' 3/4,, 2-4- 3 54- 4'-111 1 6-2 T-O" 3518-1. 6 10'4" -3 1/2" SIGNAGE BY OWNER'S SIGN 35/8 VENDOR, COORD & PROVIDE �E"T1 G4A1OW4- WOMEN F— — — 9 — CD BLOCKING AS REQ'D FOI� LAVS 08 co "to E . . ......... Co rD4"\ 0 IN L (CLEAR 5) 3 5/8", HOLD 6" N ILn F 8'-6 3/8" pABBARS TOILET F — ;z MEN CN II — CD 119 4.17/8" 1& .... . ... 3 51�' 5L7 ......... CLRAB 6'rl 17/8" V* BARS I ENTRY 5'-5" min clear co Ln 106 RAB GE co ARS STATION J 48"HIGH U1 AL < /35/8 SCREEN r- L 7 CN T-0- -0V-8" L TOILET RM WALLS TO BE FULL HT TO STRUCTURE ABOVE w/ FULL HT S U DBXTINSUL. SEE TOILET ROOM ELEVs ON SHEET A104 '- 2'.8- A918' in 7-0, 13'-9" V-8-73 9 81-0"M.O. 3-4- 3'.4' 64' M.O. I I z 59'-8" i 10 '4" 5'-0"x 6-0" AREA OF LEVELNTRY ---,X (ADA THRESHOLD) REQ'D AJ DOOR PLAN — — — — — — — — — — — — — — E5 FLOOR PLAN_ SCALE: 1/4" = V-0" STUCCO STONE SILL PER ELEVs SEALANT, TYP MFGRD STONE 4"C.M.U. PIER UP TO 10'-0"A.F.F. STONE VENEER BACKUP PER G8 / A401 CONTINUOUS RIGID INSULATION, AND FURRING STUDS TYPICAL 5/8" GYP BID Z-0- H2 LOW CORNER_ SCALE: 3/4" = V-0" H6 STAINLESS STEEL CHASE COVER PROVIDED BY FSEC 105 ALIGN FACE OF STUDS w/ FINISH SURFACE. INSTALL AFTER REFRIGERATION LINES ARE SET. L(D Q 0 CUT HOLES IN TOP PLATE FOR 3"0 PVC V-2 1/2" CLEAR SLEEVES; CONFIRM LOCATION wl REFRIGERATION CONTRACTOR METAL STUD WALL PER PLAN (ALL STUDS N T SHOWN) REFRIGERATION CHASE H3 SCALE: 3/4" = T-O" 4- V-8" 13'-10" 2'-0' OFFICE FURNITURE PROVIDED BY OWNER THROUGH STAPLES BUSINESS ADVANTAGE. GC TO 8. COORDINATE INSTALLATION AND CONFIRM LAYOUT, CONFIGURATION & SELECTIONS wl OWNER ul Aoa I co CL WATER METER 35/8' 1 9!-113/4" OFFICE CT W� . ........ CAB 117 ------ --- -- - ............ NOTE. F 14" DEEP IT EQUIP. RI 4E W00 VERIFY UTIL ITY 2­1' '� V I 2E EQUIP.w/MGs l-P D PLASTIC LAMINATE (TA NE SHELF @ 96" AFF, BY G.C. PUMP UTILITY -ROOM c'n 116 ............... ......... WH cD ---------- C> ii 3 3 5/81 8-A" - --------- I X, I i ............... .............. 5/8 ........................ FE-10 L k -- ---------- Z-11' ---------- 3 C9 B� ............ 12W C14 - - — — ------- - - ill 518"\ 3 -NI 6-3 1/2" 2 DRY GODS ................. \j 1/4" 115 SHELVING BY FOOD EQUIP. SUPPLIED, TY H5 'HIN G40 PROVIDE BLOCNG FOR 4L WALL., MOUNTED EQUIR., TYP. 6�RD W/ J FOOD SERVICE `7 DIRECT- .......... . ...... .............. 4'-✓ CONNE(T _J 3 5/8" cn 04 cD ............... ...... .. cN Ln --- --- --- -- -- --- 0 0 6" 14'-111/8" rN 0 Lj- > z 9 u- SPRKLR RISER r 4 L— — — — — — ......... — — — — — — — ................ ...... 119--11 7�- HANGING ROD w/ SHELF I ABOVE, BY G.C. ........ COOLER FREEZER CqCD . ............ ..... . ......... . . . . ----------------- V-8" 1 V-1<Z13'-10" 1 7-0- POWDER COATED GALV. STL. OR ALUM. FENCING SYMBOL LIBRARY DINING --ROOM NAME 101 —ROOM NUMBER NON INSUL. WOOD STUD cn 11775�=Il WALL :J tz STUD FAIMMMEMM WALL LU NON INSUL. METAL STUD d WALL t- (n 0 M . INSULATED METAL STUD an) —cD WALL W LU 0 M EFS (EXTERIOR INSUL. - C) co FINISH SYSTEM) MASONRY PER 0 LU < WALL SEC7Ns LU MANUFACTURED STONE VENEER LU =3 W WINDOW TYPE DOOR NUMBER rH4 —DETAIL NUMBER \elvt— — SHEET NUMBER A7 DETAIL NUMBER 0 SHEET NUMBER GENERALNOTES DIMENSIONS SHOWN ARE FACE OF FRAMING TO FACE OF FRAMING & FACE OF C.M.U., UNLESS NOTED OTHERWISE. ADJUST DIMENSIONS ACCORDINGLY RELATIVE TO EXTERIOR WALL TO ACCOUNT FOR INSTALLATION OF RIGID, CONTINUOUS INSULATION AS SHOWN IN WALL SECTIONS ON SHEET A401. ALL WALLS w/ WOOD BLOCKING SHALL HAVE FIRE BLOCKING AT THE CEILING LEVEL AS NOTED ON SHEET All 03. INSTALL DRYWALL CONTROL JOINTS AT 26-0" O.C. MAXIMUM HORIZONTALLY OR VERTICALLY AS REQUIRED. ALIGN WITH EDGE OF DOOR JAMBS WHERE POSSIBLE 4" MAX SPACING, CENTER TO CENTER OF EACH BALUSTER :u�u�u OlUr-MALM I ULPRD — N%J11q-Qnr%1111r% Qrx%ju 1 — GUARD RAIL DETAIL H6 _ SCALE: 1/2" = V-0" ti O CN 0 M < U) Z:) NU) ;:r W O� LID M 0 U) CU Cr) U W > —i U) UJ (1) LL < CL 0 = Lf-- 0 C) CU LU N 0 z 0 r-4 C) L) CD J -0 E Cd J CD cu CU a_ E W (D N CU C/) Na) C�) 0IY F- I= L) 0 Cn Lo LU > C7) 0 LU a- Y C3) < >1 z 3: —J CU -0 (1) ad -= CU tLF 0 co 0 0(D -F= U)64 o- U) F- 0 LU F- z (D 2 cf) 5 �5 zi; o LW Li I-- M x z U- of 0CL CULn C) C14 WC�5 0) M z z 0 U) -g L,? L&? U-) Lo —J C) CD -r-- -r-- 0 L5 M 00 00 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEIMA written approval. E 2 An CD C) cl� orf c? J9 0 cc —J 0 LL 2017-0' 54 A101 LEGEND SEE A103 FOR CEILING GRID AND TILE TYPES 2' x 2' LAY -IN LIGHT FIXTURE 2' x 4' LAY -IN LIGHT FIXTURE SURFACE MOUNT LIGHT FIXTURE Oo PENDANT FIXTURE O RECESSED CAN FIXTURE INTERIOR EMERGENCY EXIT LIGHT AS SHOWN ON LIGHTING PLAN LED STRIP LIGHT EXTERIOR LIGHT FIXT. SEE ELEVATIONS FOR MTG HEIGHT ® EXTERIOR PATIO PIER LIGHT FIXTURE EXTERIOR LIGHT FIXT. MOUNT 9'-0" AFF. EXIT LIGHT WALL SCONCE eEXTERIOR EMERGENCY LIGHT OSKY LIGHT OROUND DIFFUSER LAY -IN PERFORATED DIFFUSER LAY -IN SUPLY DIFFUSER LAY -IN RETURN AIR GRILLE OR EXHAUST GRILLE PER MECHANICAL HTR ELECTRIC CEILING HEATER ALL ITEMS MAY NOT BE USED. COORD. w/ MECHANICAL & ELECTRICAL PLANS TO CONFIRM ALL FIXTURES VEN PAR TYPI REFLECTED CEILING PLAN L -v ]SCALE: 1/4" = V-0" Ki Z r- O Cf) Q Cn � 04 w 04 CV) U) Ca CV)O U b� > J U) L U L.L Q J O U m a CU UJ O ZC� NU U o J -0 J E J J_ ` _ N CU _ -0 CU w (D N g' Cn H rn y W U Lo rn > a_ 0) ;o U a) J Y uJa_YQ,QA 06 � CoCU Z O L cANaUCD U) F- U LLJ F- 2 U Z_ F- Q .r 00 F- o W wU) tos m Z a) .D a. ILL LUfn 0J rn = r` r` Zti r` Q O v- q;*- (n L? un -I O N � 0LOmaoao 0 .� 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. Z Q J Z .N J (D LU U Lu H U C) N W °° J L L.CU UJ 0 2017-054 B FINISH MATERIALS: COORDINATE FINISHES W INTERIOR ELEVATIONS ON SHEET A104 AND BUILDING SECTIONS ON SHEET A202 CARPET WALL PAINT AND VWC: CEILING PAINT: + Tandus 6'-0" Powerbond OFFICE & UTILITY ROOM WALL PAINT: SW #7009 "Pearly White" INTERIOR BULKHEAD & CEILING, UNLESS NOTED OTHERWISE: + Style: Elevate #04705 PAINT 1 - Sherwin Williams "Repose Gray" SW7015 Sherwin Williams #7009 "Pearly White" + Color: Meteoroid #51502 Locations: Perimeter Walls, Entries, Halls, Mans & Womens Toilet CEILING TILE: FOR NATIONAL ACCOUNT PRICING CONTACT Rooms TYPE 1 SGS CLG: RENEE PRIMEAU: (414) 931-1460 rprimeau@tandus-centiva.com VWC 1- D.L. Couch, "Ravelle Texture Twilight" NA-1I-CUL8 Locations: Interior Dining Walls GRID: DONN DX SYSTEM, COLOR: SW 7507 "Stone Lion" FLOOR TILE: FOR D.L. COUCH NATIONAL ACCOUNT PRICING CONTACT LOIS PETERSON AT 920-850.4700 TRIM: 6" Compasso, COLOR 002 "Silver Satin" TILE: 2 x 2 USG "Frost" ClimaPlus - SANDSTONE 090, "SLB" Edge OPTION 3 WALL TILE • PROVIDE WALL CORNER STRIPS AS TILE: Tile 1: Daltile Continental Slate TYPE 2 SGS CLG: C857 "English Grey" IN PROJECT MANUAL GRID: DONN DX SYSTEM, COLOR: SW 7568 "Neutral Ground" Tile 1: Tile 10: 12"xl2" & 6"x6" TRIM: 6" Compasso, COLOR 002 "Silver Satin" set in hopscotch pattern Daltile Style: "Veranda" Daltile Style: "Veranda" TILE: 2 x 2 USG "Frost" ClimaPlus -MANILA 246, "SLB" Edge Cove base S-36C9T (same color) Color: Sand P505 Color: Sapphire P551 TYPE 2A SGS CLG: comer SC-36C9T (same color) Size: 61/2 x 20 33% stagger Size: 61/2" x 61/2" GRID: DONN DX SYSTEM, COLOR TO MATCH TILE FOR NATIONAL ACCOUNT PRICING CONTACT JERRY JOYCE Base: Cove S-36E9T & Tile 11: TRIM: 2 x 2 USG "Frost" ClimaPlus -FLAT BLACK 205, "SLB" Edge AT 214-693-7146 OR)erryjoyce@daidle.com CormerSC-WE9T Daltile Style: "Modem Dimensions" TYPE 3 SGS CLG: Tile 2: Color: Matte Dessert Gray X714 GRID: CHICAGO METALIC WHITE ALUMINUM 260 / 280 Daltile Style: "Veranda" S-44K9S Wave Wall Tile TILE: 2x2 USG VINYL -FACED GYPSUM #3260 STIPPLE WHITE Tile 2: Daltile e: Paver Tile 3: Daltile Style: Suretread � �' Color: Sand P505 Size: 6" x 12" 33% stagger TYPE 4 SGS CLG: Color: OQ85 "Gra �; ,-: Color: OQ76 "Gra " � y Size: 4" x 20" bullnose trim Vertical Orientation GRID: CHICAGO METALIC WHITE ALUMINUM 2601280 Size: 6" x 6" . Size: 6" x 6" Base: see options below Base: see options below � Tile 9: Tile 12: Daltile Style: "Veranda" Daltile Style: "Crystal Shores" TILE: 2 x 4 USG VINYL -FACED GYPSUM #3270 STIPPLE WHITE SOLID SURFACE: Use 6"x6" Color: GravelP501 Color: Sapphire LagoonCS95 Cove base P-W65 (same color) -- OR — Size: 61/2" x 20" Size: 12" x12" cut to 6" x 12" Colour Scheme cove base 6"x12" P-36C9TB, "Uptown Taupe" Wilsonart Chicory Cream Melange 9047 MIL MAPEI GROUT AS FOLLOWS: Locations: Toilet Room vanities, windows sills & to go counter FLOOR TILE GROUT Urout color to be a2jo Brown for Tiles 1 2 9 10 & 12; 27 Silver NOTE: TILT RM lav bowls to be Wilsonart Cream The followinranty when g setting system has a 15 yearl SEE FLOOR TILE SECTION for Tile 11 FOR NATIONAL ACCT. PRICING CONTACT INFO Wilsonart Contact Shpresa Taid 414-831-4558 ctinwith and floor t e that is no greater than 15 nchenlength. ARTWORK OTHER FINISHES: FRP BOARD: Crane Glasboard, White. FOR NATIONAL No substitutions may be accepted, for warranty or technical questions TO BE PROVIDED BY OWNER; INSTALLED BY GC. pease contact Patrick Armitage, MAPEI Corporation AT 612-205-7494 L (800) 35- ACCT. PRICING CALL (800)435-0080 WATERPROOFING MEMBRANE: OWNER WILL SELECT 1 OF 3 ARTWORK PACKAGES. NOT ALL EXTERIOR HOLLOW METAL: Paint to match stucco ARTWORK LOCATIONS SHOWN ON PLAN WILL BE USED. GC MAPEI, lastic AquaDefense SHALL CONFIRM ALL ARTWORK INSTALLATION TYPES, BOLLARD COVER: Blue or Tan owner's choice SETTING MATERIAL: 1) MAPEI, Keralastic System LOCATIONS, & REQUIREMENTS w/ OWNER. STAINLESS STEEL WALL PANEL: B304 Stainless Steel, #4 or BOTTOM OF ARTWORK SHALL BE 6"ABOVE TOP OF WAINSCOT Finish, Furnished and Installed by HVAC Contractor 2) MAPEI, Granirapid System TRIM. WHERE MULTIPLE PIECES ARE HUNG SIDE BY SIDE, REMOVABLE DOOR MULLION: Silver to match aluminum WAINSCOT and TRIM CAP: INDUSTRIAL EPDXY GROUT: PROVIDE 71/2" CLEAR BETWEEN. MAPEI Industrial Grade Kerapoxy IEG, Color 47 Charcoal for PLASTIC LAM. CSWK & SHELVING WAINSCOT: Color: Tile 1; Black 10 for Tiles 2 & 3 Marlite AllureACM; Pionite Appears Likatre; WP115 Office cabinets and shelving: As determined by Owner through Staples STANDARD GROUT: Contact Kariie Anderson 330-602-2214 knderson@madite.com MAPEI, Ultracolor Plus Color 47 Charcoal for Tile 1; Black 10 Business Advantage. Provided by Owner. GC to coordinate installation HALF WALL TRIM CAP: 1x trim cap and trim board, solid maple stock, for Tiles 2 & 3 W/ Owner and Staples. Wall hung shelf near Employee Toilet: Wilsonart laminate #10776-60"Kensington Finish = Clear, satin. Provide flooring transition strips as specified in the project manual. Maple.' WALL CORNER BY FOOD SVC ALUM OUTSIDE EQUIPMENT PROVIDER VINYL BASE: CORNER TRIM TO NOTE: FRP BOARD STOPS @ Johnsonite 6" vinyl cove base (.080 gauge) in RWDC-63 "Burnt Umber" START @ TOP OF TOP OF QUARRY TILE BASE PROVIDE WALL BASE aS FOLLOWS: BASE TILE SANFARY COVED QUARRY TILE 6" COVED BASE TO BE RECESSED - Provide vinyl base as specified for all booth locations. WALL BASE Where wall meets carpeted fkxor surface, provide vinyl base as specified. SURFACE MOUNT NOT ALLOWED FLOOR TILE Where wall meets floor tile surface, provide cove file base as specified. 1/4" THICK TYPE 304 S/S @ QUARRY TILE OUTSIDE SS CORNER DETAIL LE E COVED BASE TILE DETAIL 4 HEIGHT. WALL END SIZE SHALL BE 2 xl WALL Scale: NTS THICKNESS x TILE BASE HEIGHT. MATCH FINISH OF Srala NTS ui.r�- a.. .r �r .... .� .. _ . _ _ _. _ _.. _"iei nnnu�n ov rnrn. nn�, iT u, n, • nr nv r 10'-0" AFF f69 BR'G 0 C CLG. HEIGHTS & LU MATL VARY Z Q F REBLOCKING BATTS MUST BE CONT. FOR LLN1�6. LENGTH. WALL FRAMING PER FLOOR PLAN CONCRETE SLAB ALL TYPES, U.N.O. Z STEEL STUD WALL SEE PLAN FOR SIZES 5/8" CEMENT BOARD V JG 5/8" PLYWOOD — 5/8" CEMENT BOARD N JG 5/8" CEMENT BOARD VG 5/8" GYPSUM BD 5/8" PLYWOOD 2x10 @ CENTER OF BOOTH TABLE LOCATIONS — 5/8" CEMENT BOARD `D 4G 5/8" GYPSUM BD — 5/8" CEMENT BOARD O NOTES: • G.C. TO INSTALL COUNTER BASES, PROVIDED BY FSEC. • FACE OF COUNTER BASE TO RECEIVE COVE TILE BASE; NO FLOOR FINISH WITHIN COUNTER BASE; COORDINATE w/ FSEC. TYP. • NO TILE BASE NEEDED AT WALL BEHIND CORNER BOOTH. WHERE CARPET STARTS, ADD VINYL WALL BASE ABOVE CARPET • CONFIRM EXACT DIMENSIONS OF FLOORING MATERIAL TRANSITIONS w/ FURNITURE VENDOR 5/8" GYPSUM BOARD 5/8" CEMENT BOARD /dow -Wft\ TALL SUBSTRATES f ES: SEE FLOOR PLAN FOR FRAMING MATERIALS INSTALL FIRE BLOCKING IN EACH STUD CAVITY @ CEILING LEVEL. FIRE BLOCKING SHALL BE: • NOMINAL 2x TO MATCH DEPTH OF CAVITY IN WOOD STUDS, OR a METAL TRACK SECTION MATCHING CAVITY DEPTH TO SUPPORT MINERAL WOOL FIRE SAFING IN METAL STUDS, OR • MIN 16" HEIGHT UNFACED BATTS, FULL DEPTH OF CAVITY, MECHANICALLY SECURED (ANY STUD TYPE) DEFLECTION HEAD PER FRAMING DETAILS STUD / GIRDER ALIGNED PER FRAMING PLAN -- CERAMIC TILE STAINLESS STEEL TO EXTEND FULL HEIGHT BEHIND HOOD CEMENT BOARD METAL STUD FLOOR AND BASE CONCRETE FLOOR HOOD CLEAR. SCALE: 1" = V-0" TILE FINISH ON HALF WALL PER F1/A104 MFGR'D STONE TO MATCH EXTERIOR TILE BASE FLUSH �w/ FACE OF MFGR'D 2 3/4" VIFSTONE CONCRETE MASONRY 11 1/2" VIF UNIT OR CONCRETE CURB, DOWELED INTO SLAB SECTION O CV Z r CM Q v J 04 w � cY) O cn co `o U W > (1) J LL- U) Q J O U mco L � C — W Z O U U � J E J J � 2 a) rn L cc a-0 Cc E E N a) W O 0 W U Lo rn > t— a) Y U J W d Y 0) ¢ >, 06 Lo � m ti- O -1-- cn cC%j cL L H U W H 2 U Q Z H Q �. 00 I— o U) WU) CD= N Z W kn a LL 0 O CV (M C Z Q 0 CD cn 12 O �CD m 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. c 0 y aD W II J ti o 0V 2 C? v J Z aj CU o 2017-054 A103 SCALE: 3/4" = V-0" -I II1hi T I-1 -1` n I I - - -r 11-1110 r r -rn- t,; -n- - - -- - - TILE 10 TILE 9 0 IRACKET & INSTALLATION V IECOMMENDATIONS. GC TO ;OORDINATE & INSTALL IULKHEAD BTM IER CLG PLAN ILE 1 SET AT 0 33 /o ;TAGGERED Y L z CUST SERV ELEV Al SCALE :1/4" = V-0" SOLID SURFACE WALL CAP W/ 1.5" DOWNTURN AT EDGES. TOP TO ALIGN WITH TOP OF WOOD TRIM ON ADJACENT WALL. L TILE ENT BOARD 4SCOT ENL DETAIL C1 SCALE :1 1/2" = V-0" 14" DEEP PLASTIC LAMINATE SHELF. SUPPORT BRACKETS w/ INCORPORATED HOOKS FOR COAT ROD SPACED 36" O.C, MAX. (NOT SHOWN) 3'-0" M WALL PLATE w/ 1'-0"MIN PLASTIC LAMINATE o SUPPORT BRACKET ELEVATION D 1 SCALE: 1/4" = V-0" PER PLAN WING WALL F 1 SCALE :1/4" =1'-0" CONTINUE FINISHES — — 4" ABOVE CEILING — — — 'ry CONTINUE FINISHES _1 RECESSED 4" ABOVE CEILING o EQ EQ RECEPTACLE SIGNAGE BY y OWNER; COORD. LU w ;mx z r x UJ 1 0 VWC 1 U — _... SOLID SOLID cn R z bra... rn . `:. fir•:: SURFACE WALL MFGR'D STONE co O VENEER TO MATCH :: a CAP BY G.C. , ..-.. .. _ x. EXTERIOR SOLID SOLID..<w` "> •. ;r,-;'£:,: SURFACE 6" TILE BASE TO BE ...._ss.,»e . }-�--rw•,W::',...r....,.. COUNTER BY G.C. FLUSH WI STONE .:..:............ ... . FACE, TYPICAL VIE ING WALL SIGNAL tALL A2SCALE: 1/4" = V-0" A3 SCALE :1/4" = V-0" ARTWORKAND HANGING PIPE & CHAIN 8Y OWNER; COORD MOUNTING REQ'MTS & VERIFY LOCATIONS SOLID MAPLE TRIM PER E8/A104 PREFINISHED WOOD PANEL WAINSCOT COVE TILE BASE TO BE FLUSH W/STONE FACE ` VWC1 — — L o '' .- _. --- ------ --- �CUST. ORDER 105 ELEVATION vL /SCALE :1/4" = V-0" CONDIMENT WALL D2 SCALE: 1/4" = V-0" CEILING HT & MATL EXTEND WALL FINISH VARIES -SEE CLG PLAN \ ABOVE LAY -IN CLG, U.N.O. VWC 1 OR PAINT 1 SEE A103 FOR _� z z LOCATIONS w SOLID MAPLE DOOR AND WI DOW TYPE, Cn TRIM PER E8/A104 _.. SIZE & LOCAT N PER PLAN Cn ......_.......... o o SOLID SURFACE SILL CL PREFINISHED WOOD PANEL WAINSCOT '4 BASE MAT'L VAIRES,ED SEE SHEET A103 DINING RM WALL F2 SCALE :1/4" = V-0" so ® a- -�- r o BABY CHANGING t7- STATION Cn TYPICAL HEIGHTS UNLESS NOTES OTHERWISE. ALL ACCESSORIES SHOWN ABOVE MAY NOT BE USED; COORDINATE. WALL MOUNTED PHONE JACK NOTE: COORDINATE w/ OWNER PROVIDE LEVER -TYPE HARDWARE. MOUNT ALL DOOR HARDWARE BTWN MINIMUM 34"AFF AND MAXIMUM 48" AFF MOUNT TOP OF FIRE EXTINGUISHER ITACTILE SIGNAGE OR CABINET AT 48" A.F.F. MAX (LATCH SIDE) THERMOSTAT ELECTRICAL OUTLET ABOVE BASE CABINET / COUNTERLU - - = gz ���c� ���c'nv, v= �o�N co O N so N :) CO N �V' "0 O J Q "0 Q O N N ELECTRICAL OUTLET/ ALL MOUNTING HEIGHTS TO COMPLY w/ ANSI ICC Al17.1-2009 DATA JACK FLORIDA BUILDING CODE 5TH EDITION (2014) STANDARD MOUNTING HEIGHTS H1 SCALE :1/4" = V-0" ANGLED ANGLED BULKHEAD -SEE `VIEW j— VIEW CLG PLAN 9/16" TEMPERED LAMINATED GLASS; (2) PIECES w/ OPEN JOINT @ CORNER, PROVIDE 2 CLAMPS t30"VIF t4'-8" VIF PER PANEL. C.R. LAURENCE COMPANY PAINT 1 WINDSCREEN CLAMP 0 MODEL NUMBER o.... ............o......a..................... _.__. - _...-_. AFWC4SBS SOLID MAPLE TRIM PER E8/A104 PREFINISHED WOOD PANEL WAINSCOT 6" TILE BASE SUNDAE WALL A4 SCALE :1/4" = V-0" BOOTH GROUP —LONG C3SCALE: 1/4" = V-0" BOOTH GROUP —CDrISS DSCALE :1/4" = V-0" V-2" SOLID SURFACE WALL CAP WITH 1 1/2" TURN DOWN AT EDGE 1"GAP SOLID SURFACE - FLOATING COUNTER WITH 1 1/2" TURN DOWN AT EDGE 1/2" SUBSTRATE UNDER I FLOATING SURFACE { I FLOATING WALL MOUNT BRACKET BY CENTERLINE E BRACKET, OR SIMILAR. E ; PROVIDE BLOCKING i 1j i TILE FINISH ON WALL I i j =J ` STUDS TO BE 16-GA. SEE FLOOR PLAN AND E4 I S103 FOR POST DETAIL €€ I 3.4„ ELEVATION F3SCALE: 1/4" "-TRASH GROMMET — PROVIDE HOLE IN LAV TOP FOR ACCESS TO TRASH BENEATH CONCEALED CARRIER TUBES @ UNDERSIDE LAV TOP, SEE H3/A104 CARRIER DETAIL HSS 3x2x1/4 GALV. TUBE BETWEEN (2)18GA FULL HEIGHT METAL STUDS I (EACH SIDE OF TUBE) EE � l FULLY WELD ALL 4 ( SIDES W/ 3/16" WELD ri oi i:..................................................................... I HS�2 12 x 1/4" x 18" ! `• LONG GALV TUBE €` $ CARRIER. 1 EE ti ;i II W FASTEN EACH STUD W/ (2)1/4"0 SCREWS, f: TOP & BOTTOM s's 3 CARRIER DETAIL HSCALE: 3/4" = V-0" 71/2" PAINT 1 - TYPICAL I BEYOND NOTE: VERIFY D DIM'S w/: TRASH NOOK D4 SCALE :1/4" = V-0" 1'-10" @ WOMEN aL — !EN kL;— Y ADI JTING tD -v 0 I I I I I I I MIRROR AS NOTED IN TOILET ACCESSORIES SOLID SURFACE LAV TOP PAPER TOWELS GRAB BARS MOUNTED TO 6" T-0" WALL MOUNTED BABY WASTE RECEPTACLE SOLID BLOCKING CHANGING STATION I PROVIDE BLOCKING TOILET PAPER O > w ILI WALL HUNG LAV 1¢ M m WC APPROVED 00 FOR HC USE n N (HIGH SEAT) 1' 6" MIN. KNEE SPACE MIN. KNEE SPACE 1-SINK WALLMAx.VANITYHEIGHT 2-TOILET REAR WALL 3-TOILET SIDE WALL MENS 107 ELEVATIONS A6 SCALE: 1/4" =1'-0" PAINT 2 WALL TILE ID. @ TRUSS EVEN WITH PASSO DOOR F NG TRIM WALL TILE 1 WALL TILE 1APLE SILL WALL TI MAPLE PER E8/A104 COVE & INISHED WD PER WALL L WAINSCOT BOOTH IF TYPICAL MENS & ENT) EN MA103 WOMENS FINISHES IT A103 V-8" @ MEN TRIM ANGLE @ 2" 3 3/4 LAV IF REQ'D E PROVIDE ADA-COMPLIANT LAV BOWL PER PLB'G w/ INSULATED PIPES o CONCEALED WALL N ED CARRIER & TUBE SUPPORT 6" BASE LAVATORY SECT F4 SCALE: 3/4" = V-0" UNDERMOUNT SOLID 4'-7" LAV TOP SURFACE LAV BOWL AENL LAVATORY PLAN v� SCALE: 3/4" = V-0" 1/2" THICK SOLID SURFACE 112" PLYWOOD UNDERLAYMENT; RETURN, FULL LENGTH OF LAV PROVIDE CUTOUTS WHERE REUD 31 I ` AT CENTER CARRIER, TACK WELD 1/2"SOLID SURFACE TOP EI I 1/4" THICK SHIM PLATE TO 3x3 TUBE AND APRON. PROVIDE 5" APRON FRONT AND SIDES. ------- 3I I SEAL FULL PERIM, TYP I 3x3x 1/4" GALVANIZED ANGLE E—....—...- ' "" FRAME (FRONT AND SIDES), FIT TIGHT TO BACK SIDE OF APRON _---- I I HSS 3x3x 1/8" STAINLESS V-101/2 AT WOMEN, 1 8112 @ MEN STEEL SLEEVE WELD NUTS TO 3x3 TUBE AND PROVIDE 318" 0 SET SCREWS ENLARGED SECTION H4 SCALE: 1 1/2" = V-0" 2 TO BE TH TOP OF 1 W 12 z W LE 1 0 0 CORNER TILE 1 NOTE: SEE SHEET A103 FOR FINISH MATERIALS INFORMATION TOILET ROOM ACCESSORIES ALL SPECIFIED ACCESSORIES TO BE BY BOBRICK. MENS 107 TOILET ROOM GRAB BAR 1 1/2" 0 STAINLESS STEEL B-6806 MIRROR S/S CHANNEL FRAME, 18"X 36" B-290 WOMENS 108 TOILET ROOM GRAB BAR 1 1/2" 0 STAINLESS STEEL B-6806 MIRROR S/S CHANNEL FRAME,18" X 36" B-290 MISCELLANEOUS ACCESSORIES OWNER WILL PROVIDE SOAP & SANITIZER DISPENSERS, SANITARY NAPKIN DISPOSAL, PAPER TOWEL DISPENSER, SHARPS CONTAINER, TOILET PAPER DISPENSER, AND BABY CHANGING STATIONS (KOALA KARE 200-11 EARTH) TO THE GENERAL CONTRACTOR FOR INSTALLATION. OWNER WILL ALSO SUPPLY A STAINLESS STEEL WASTE RECEPTACLE, 21-GALLON, UNDER COUNTER B-2260, FOR MEN'S & WOMEN'S TOILET ROOMS. (VERIFY) �i Cn o UJ 0 LU a" w 9 LL_ O MIRROR AS NOTED IN TOILET ACCESSORIES SOLID SURFACE LAV TOP PAPER TOWELS WASTE RECEPTACLE W OLU U I I o N M U _� C7 Ca J (' I I N N 0 ZD LUCA Ir MIN. KNEE SPACE 2-TOILET WALL MAX. VANITY HEIGHT �rWOMENS �10 ELEVATIONS V V SCALE :1/4" = V-0" 4'-5 1/4" T/ TRIM BD SOLID SURFACE SILL w/ 3/4" x 1 1 /2" NOSE PREFINISHED WOOD PANEL WAINSCOT OVER PLYWD OR GYP. BD. 5/8" PLYWOOD GLUED AND — SCREWED AT BOOTH TABLE AREAS. OTHER AREAS GET 5/8" GYP BOARD WAINSCOT E5 SCALE: 3/4" =1'-0" E8 104 SOLID MAPLE TRIM: 1"x8" CAP @ HALF WALLS; 3/4" x 1 1/4" TRIM BD @ FULL HT WALLS I " SOLID LE TRIM BOARD PREFINISHED WOOD i..; PANEL WAINSCOT FRAMING PER FLOOR PLAN CARPET OR TILE FINISH PER SHEET A103 w/ 6" BASE HALF WALL ESCALE: 3/4" = V-0" GLASS TYPE "1" GLASS TYPE "3" GLASS TYPE "5" 1-5/16" VISION INSULATING IN ALUM. WINDOWS: 1" VISION INSULATING IN ALUMINUM DOORS: 1/4" VISION IN INTERIOR WOOD OR 1/4" SOLARBAN 70XL (HEAT 3/16" SOLARBAN 70XL (TEMPERED) PLASTIC LAMINATE DOORS: STRENGTHENED UNLESS TEMPERED IS 3/8" AIRSPACE • 1/4" CLEAR (TEMPERED) NOTED 9/16"LAMINATED UNIT OF: 1/2" AIRSPACE • 3/16" CLEAR (HEAT STRENGTHENED) GLASS TYPE 1" (SEE DETAIL A41A104) 9/16" LAMINATED UNIT OF: • 0.90 CLEAR INTERLAYER (DUPONT BUTACITE PVB) 9/16" LAMINATED GLASS PANEL AT • 1/4" CLEAR (HEAT STRENGTHENED) • 3/16" CLEAR (HEAT STRENGTHENED) SUNDAE WALL: • 0.90 CLEAR INTERLAYER (DUPONT GLASS TYPE "4" 9/16" LAMINATED UNIT OF: BUTACITE PVB • 1/16" CLEAR (HEAT 7/16" VISION LAMINATED IN HOLLOW METAL DOOR: STRENGTHENED • 1/4" CLEAR (HEAT STRENGTHENED) 7/16" LAMINATED UNIT OF: 0.60 CLEAR INTERLAYER • 3/16" CLEAR (TEMPERED) (IONOMERIC POLYMER) GLASS TYPE "2" • 0.90 INTERLAYER (GLASSLAM SAFETY PLUS II) . 1/16" CLEAR (HEAT NOT USED • 3/16" CLEAR (TEMPERED) STRENGTHENED) O O © O O WINDOW AWNINGS BY OTHERS, TYPICAL I I I I I I 4'-0" 81-0" 6'-0" EQ. EQ. I T-7" 12—`� T-81/4" T-81/4" 2� c> 212' 21/2. I 21/2" 21/2" LA N O Lo N O 1 'I 1 U') N 1 E?LO o o oa� io ih 9 in N fh N CYI th N N 2112" x 5" (NOMINAL PER FBC APPROVAL PRODUCT) WINDOW TYPE D NOTE: SERVICE WINDOW TO BE ALUM. FRAME, NATURAL COLOR QUIKSERV MODEL BPSC-7241. VERIFY INSTALLATION REQ'S. CONFIRM DIRECTION OF OPERATION PRIOR TO ORDERING & INSTALLATION. 3' 6" / 0" PER 1/2j PLAN 1I1I 1Ill 1`� It-N " 1/z" I I 0 M 4 147" O O N O p O ti 6" J 2'-0" 6" ZD 6" I. Ln Cl) DOOR TYPE "A" DOOR TYPE "B" DOOR TYPE "C" DOOR TYPE "D" DOOR TYPE "E" MARLITE PRE -FINISHED DOOR MARLITE PRE -FINISHED DOOR INSULATED HM DOOR ALUM., NATURAL COLOR, MARLITE PRE -FINISHED DOOR w/ TEMPERED TEMPERED. PAIR @ NARROW LITE DOORS 1; SINGLE LEAF @ DOOR 2 AND DOOR 2A 6'-5" 60" N 4'-0 1/2" sched N 2112" 2112 21/2" 3, 0" " 2" sched 2„ 21/2" 2 1/2" 21/2" °' S" 11 II `= REMOVEABLE N N o04 zo °° II MULLION N o N 4 II II N ;, - II FRAME TYPE "A" FRAME TYPE "B" FRAME TYPE "C" FRAME TYPE "D" SEE SCHEDULE FOR NATURAL COLOR ALUM, w/ NATURAL COLOR ALUM, SEE SCHEDULE FOR MAT'L & WIDTH TEMPERED GLASS wl TEMPERED GLASS MAT'L & WIDTH TRANSOM. SIDELITE. WALL MOUNTED BABY CHANGING STATION PROVIDE - BLOCKING -GRAB BARS MOUNTED TO SOLID BLOCKING WALL MOUNTED BABY CHANGING STATION - PROVIDE BLOCKING WALL HUNG LAV GRAB BARS MOUNTED TO SOLID BLOCKING IC•ll����:1�a �37 9 U ? D 04 co 4-SIDE WALL WC APPROVED FOR HC USE (HIGH SEAT) "' COVE BASE PER WALL TILE 1 V-6" MIN. KNEE SPACE - IN BTM OF WAINSCOT PANEL AT CARPET; ADHERE VINYL BASE OVER BTM OF PANEL & SHIM SHIM @ BTM OF WAINSCOT--- ENL DETAIL E k 6 1I]EE- min USE SAME LAV DIMS FOR MENS 107 EASED EDGES, TYP WAINSCOT RUNS BEHIND TRIM EASED EDGE @ BTM SEAL WAINSCOT PANELS EXTENDS 1" BEYOND TOP OF WALL BASE CEMENT BOARD BEHIND TILE BASE PER WALL TYPES DOOR SCHEDULE DOOR: FRAME: REMARKS: NO. WIDTH HGT MAIL TYPE MAT'L TYPE 1 2 @ 36" 84" ALUM D ALUM B 2 36" 84" ALUM D ALUM C 3,4 36" 84" P. LAM B ALUM A MARLITE FRAME 3A,4A,4B PER PLAN 60" P. LAM E ALUM A MARLITE FRAME 5 36" 84" P. LAM A ALUM A MARLITE FRAME 6 HM A FRAME ONLY - NO DOOR 7 42" 84" HM C HM D INSULATED HOLLOW METAL DOOR 8 36" 84" P. LAM B ALUM A MARLITE FRAME HARDWARE GROUPS: HARDWARE GROUP 1: (DOORS 1, 2) HARDWARE GROUP 3: (DOOR 5) PROVIDED AS PART OF ALUM. ENTRANCE PACKAGE AND SHALL BE HINGES: 1-1/2 PAIR BUTTS - SOSS 450 TBB (OR STANLEY OR HAGER EQ) MFGR'S BEST QUALITY SYSTEM. LOCK: SCHLAGE ND53PD X RHO X 626X STOP: IVES 408-1/2 X 626 HINGES: ROTON CONT. HINGE w/ HEAVY DUTY HARDWARE KICK PLATE: 8" HIGH X DOOR WIDTH @ KITCHEN SIDE 626 FINISH - CYLINDER: SCHLAGE RIM CYLINDER BROOKLINE OR EQ LOCK: TOUCHBAR EXIT DEVICE (VON DUPRIN SERIES 35A OR APPROVED EQUAL) W/ BENT PULL BAR AT HARDWARE GROUP 4: (DOOR 7) EXTERIOR HINGES: ROTON CONTINUOUS HINGE w/ HEAVY DUTY HARDWARE NOTE: OMIT FOR DOOR 1A & PROVIDE PUSH/PULL CYLINDER: SCHLAGE RIM CYLINDER CLOSERS: 1/LEAF, MFGR'S BEST, ADA COMPLIANT LOCK: TOUCHBAR EXIT DEVICE (VON DUPRIN SERIES 98 OR THRESHOLD: ALUMINUM, ADA COMPLIANT (OMIT @ DOOR 1A) APPROVED EQ) W/ LEVER @ EXTERIOR SWEEP: MFGR'S STANDARD SWEEP (OMIT @ DOOR 1A) VANDEL TRIM: IVES VR910-NL WEATHERSTRIP: MFGR'S PREMIUM PACKAGE (OMIT @ DOOR 1A) CLOSER: PULL SIDE - LCN 4010, PUSH SIDE - LCN 4110 OTHER: REMOVABLE, KEYED, CENTER MULLION (DOOR 1 O'HEAD STOP: GLY 9045 ONLY) THRESHOLD: PEMKO 254 SERIES WEATHERSTRIP: FULL - PEMKO OR EQ HARDWARE GROUP 2: (DOORS 3,4) KICK PLATE: 12" HIGH X DOOR WIDTH @ BOTH SIDES OF DOOR. 626 HINGES: 1-1/2 PAIR BUTTS -SOSS 450 X NRP (OR STANLEY OR FINISH - ROCKWOOD OR EQ. HAGER EQ) PUSH/PULL: BROOKLINE 50C X 626 AND BROOKLINE 50 X 626 STOP: IVES 408 -1/2 X 626 CLOSER: PULL SIDE - LCN 4010, PUSH SIDE - LCN 4110 KICK PLATE: 8" HIGH X DOOR WIDTH @ BOTH SIDES 626 FINISH - BROOKLINE OR EQ HARDWARE GROUP 2A: (DOORS 3A, 4A & 48) HINGES: 1-1/2 PAIR BUTTS - SOSS 450 TBB (OR STANLEY OR HAGER EQ) LOCK: SCHLAGE N040S X RHO X 626 STOP: IVES 408-1/2 X 626 MISCELLANEOUS PROVIDE WALL STOPS WHERE TOILET PARTITION DOORS WILL SWING AGAINST WALLS; SEE PLAN & COORDINATE DOOR NOTES: • ALL DOOR CLOSERS SHALL COMPLY w/ ANSI SECTIONS 404.2.7 AND 404.2.8 AND FBC ACCESSIBILITY • DOOR CLOSERS SHALL ALLOW DOOR LATCH RELEASE WHEN SUBJECTED TO A 15# MAX REQ'D FORCE & THE DOOR TO BE SET IN MOTION WITH 30# FORCE. AFTER INITIAL FORCE, CLOSER SHALL ALLOW DOOR TO BE FULLY OPENED w/ AN 8.5# FORCE. • ALL LOCKS AND LATCHES SHALL BE LEVER TYPE, EXCLUDING PANIC HARDWARE ON PUSH SIDE WHERE SCHEDULED, • ALL DOOR CONTROLS SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE FINISHED FLOOR • THRESHOLDS SHALL COMPLY W/ ANSI 4.13.8 • REFER TO STANDARD MOUNTING HEIGHTS DETAIL FOR REQUIRED LOCATIONS OF HARDWARE AND SIGNAGE • HARDWARE SPECIFIED DEMONSTRATES DESIRED FUNCTIONS AND OPERATION. BLDG HARDWARE SUPPLIER SHALL COORDINATE OPERATIONS AND INSTALLATIONS AS REQ'D FOR COMPLETE AND OPERABLE SYSTEMS AT EACH OPENING. ti N Z CM QU) - Wes M 0 cn CU cr) U > J U) w (D Li- Q J O O L LIJ a) o ZNU U o .n J E a) vi g J ` 2 (ID tY rn c aCo (D LU N ICU 0) (D 0 10 W U Lo CM CL 0) > a) U) W . R d Y rn Q >, � � N ,t` s O cnN0-U(D co H U LU H U Q Z CO 0 0 Cn o x LU Z aI.L W CU O CD N = 1� Z is ti a o o OU.)m o 0 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. c 0 N > O o c v oLU U Z CD ON Q � Z UJ W 06 2017-054 A104 IF ; - it I I _._— __. __ .__ - —_. _ __ - — ____ _._I �� � i -i - — TiT i—T T,--,r�-ri�i(�"il �IfCeTlllll-i� .� _: �..., i 7._a_� -.� .. I I ±V-91/2" C )VER V-6" INSIDE ',LEAR —1 L DRIVE-THRU CANOPY SCUPPER OPENING IN FASCIA (BOTH SIDES) � (11-)�n � y. • a % r DASHED LINE REPRESENTS OUTSIDE � � y � �� v � } �,/ �' ` RD � FACE OF CMU WALL BELOW TAPERED INSULATION h+ kR k OVERFL0V4 _ I LOW PARAPET COORD. wl G�NODN NSER "T, T HIGH PARAPET i� 3'r�tx } rc$�, S RD Lg ............................. ::.'::::::..'.'::.'..'.'::.'.'.....:... 7'-7114"VIF ..... 250# 250# 250# :' ­1 ;..... T-71/4" VIF ..' LOW PARAPET USTA HIGH PARAPET FRYER HOOD �. COMPRESSOR POWER M - RTU 2 EXHAUST �..v PENETRATION 300 REFRIGERATION CHASE O ao ENCLOSURE W/ WALKWAY GALVANIZED METAL H5 > RTU-1 PADS TYP ROOF CAP, SEE H6 / Al05 A0 $ _ 3,000# o m O O GRIDDLE HOOD 0 ROOF MEMBRANE TO BE TAN MAIN ENTRY EXHAUST .... o0 o AND VERTICAL PORTIONS OF MAIN ROOF, w I CrAND ANY OTHER POTENTIALLY VISIBLE AREA. O a BALANCE OF MEMBRANE TO BE WHITE. ........... F 0 o a FULLY ADHERED SINGLE PLY MEMBRANE OVER MIN (2) LAYERS RIGID INSULATION TO PROVIDE w MIN OVERALL THICKNESS OF 5", OVER 5/8" CDX O S10 TYPICAL �.. ..;:x,•;;v PLYWOOD TYPICAL HIGH FAN EIFS PARAPET RETURN Ell HIGH PARAPET w WALL FINISHES w m m LOW PARAPET LU & LOW PARAPET ° 250# POWER 250# - PENI�ETRATIO ° WRAP MEMBRANE UP AND OVER SIDE & ENDWALLS; FASTEN TO TOP PLATES 20-GA. GALVANIZED SHEET 2x12 END FRAMING FOR ROOF METAL COVER. VERIFY ALL TOP ENCLOSURE OF DIMENSIONS PRIOR TO REFRIGERATION CHASE. FABRICATING. INSTALL AFTER REFRIGERATION WORK SET FRAMING ATOP ROOF DECK. FASTEN THRU DECK TO 2x6 BLKG, INSTALLED FULL PERIMETER OF 2x4 FRAMING FOR SIDEWALLS ENCLOSURE BENEATH DECK, OF ENCLOSURE w/ TOP & BTM PLATES. CONSTRUCT AFTER GIRDER TRUSS PER PVC TUBES HAVE BEEN SET FRAMING PLAN HOLES IN ROOF DECK ALIGNED w/ HOLES IN TOP PLATE BELOW. SEAL AROUND PENETRATIONS IN ROOF DECK AND INSTALL TRUSS BEYOND PER MFGR INSULATION WITHIN ENCLOSURE (VERIFY CONFIGURATION) AFTER REFRIGERATION LINE INSTALL .. ............................................................. REFRIGERATION LIDS (PROVIDED AND INSTALLED BY OTHERS) _.... ...._.............._ TOP PLATE. CUiHOLES FOR PVC SLEE\ftS AS NOTED ON H3 �A101 i� t g ±10" OPEN @ END w/ REFRIG ±T-1" LINES r m w m LU a z 8 O wr REFRIGERATION CHASE v ]SCALE: 3l4" = V-0" 4 a SCUPPER OPENING IN FASCIA (BOTH SIDES) UO x v ENTRY CANOPY AFTER SETTING CAP, SPRAY FOAM INSULATION AROUND REFRIGERATION LINES TO \ SEAL COMPLETE `INTEGRAL DRIP EDGE, SEAL 5/8" CDX PLYWOOD OVER 2x4 SIDE FRAMING (NOT NEEDED OVER 2xl2s AT ENDS) AS NOTED ON FRAMING PLAN. ALIGN w/ 2x4 FRAMING FOR SIDEWALLS OF ENCLOSURE PROVIDE (31 T!,P_VG SLEI_VES FROM'fOP PLATE OF WALL- BELOW,UP-THROUGH CHASE Egei OSURE ON ROOF PVC COUPLINGS AS REQ'D TO INSTALL TUBING & SECURE TO ROOF PLAN C6SCALE: 1/8" = V-0" o > oZ MANUFACTURE'S' ALUMINUM BRACKETS LAG INTO SOLID STUD BACKING TYPICAL T-O" LU V-7" w I TUBING PER MANUFACTURER II II � I!-y-----JI I F----T----i I II / II II / II II / II II / II II / II I / I I I Nog co IA II A II p o II\ II gLU CIO n \ n M II i II II \ II II \ II II \\ II I I IF----�- -il HASP TO r----- ; I BE @ 5-0" \\ e I I I \I U OSHA APPROVED ALUM RUNGS, TYPICAL 4 BOTTOM MOUNTI BRACKETS TO BE FASTENED TO e WALL, NOT SLAB RUNG LADDER H" SCALE :1/2" = V-0" COMP REFRIGERATION R PENETRATION FOR ITEM 1, SHEET FS1 TUBULAR ALUMINUM RAILS & EXTENSIONS RUNG. FIELD VERIFY ELEVATION . SLIP RESISTANT, TUBULAR, OSHA APPROVED, ALUM.RUNGS TYPICAL PRE MANUFACTURER ALUMINUM LADDER AS SPECIFIED IN PROJECT MANUAL. 6" INSTALL EIFS MIN BEHIND LADDER -SEE ELEVATION MFGR'D STONE CONTINUES BEYOND o U «1-� AP PENETRATION FOR ITEM 2, SHEET FS1 ROOF LADDER- SEE DETAIL H8/A105 ROOF PLAN NOTES: CONTRACTOR TO VERIFY ROOF TOP UNIT SPECIFICATIONS AND TRUSS SIZE AND SPACING THIS PATTERN INDICATES TAPERED INSULATION; PROVIDE AS SHOWN OR REUD @ MIN. PITCH OF 1/4" PER FOOT VERIFY NUMBER OF ROOF DRAINS AND THEIR LOCATIONS w/ PLUMBING SHEET P101 G.C. TO LIFT UP TO ROOF FIVE REFRIGERATION CONDENSING UNITS FOR THE FOOD SERVICE EQUIPMENT. EACH UNIT WEIGHS APPROXIMATELY 250#. COORDINATE DELIVERY TIMING WITH OWNER AND FOOD SERVICE EQUIPMENT SUPPLIER. ti O N O Z r CM Q U) � w � ilf_ CM 0 cn Co M U 6� > J (n J 0 U mCU — >, C � LLl O ON z U U CD J N J J ` 2 N m _ n M IL E N' m it M � wv Lo > 0) O c 6 J LU tL Z n _ c O to L U) C%4 CL U) I— U LU H 2 U z H g co O CD H _O LU U) (0 = CU Z cD m a LL r O O 04 LU E- m m ti ti Z:S �r'-ti Q 0 N r � U � U2 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. VJ J_ W Q O -N Z � 0 Z < o n N CL v o0 L N C0 0 LLL 0 w I..L 2017-054 A105 SEALANT, TYPICAL MEMBRANE FLASHING, 3 SIDES SEALANT, TYPIC SEAM & SOLDER FLANGE TO SCU GALV. SCUPPER SCUPPER DETAIL A2 SCALE :1 1/2" = V-0" 4--0- STUCCO ` ALUMINUM WINDOW EIFS q SILL STONE MOCK-UP SAMPLE 132 SCALE :1/4" = V-0" E, TYP. PIED INSTALL BLDG ADDRESS NUMBERS, VERIFY COLOR, LOCATION & ADDRESS wl LOCAL FIRE DEFT. NUMBERS TO BE MIN 4" HI x 1/2" WIDE. ALUMINUM MAIN ENTRY CANOPY uY. I ` x -41 C 18.5 C 18.5 C 18.5 F� 18.5 18.5 y' .. -20.1 -20.1 ;..,.. -24.1 3 -20.1 -20.1 ..., # ; f . r. s....r•s' / r 3 a - ,js - s / s " / y / r a 5 :.: i "�.,, { ...x :x / c .' x % s s . --j; :.... ", �. ,✓ Wy s, S x �• s f 's 2':5:! KNOX BOX -VERIFY LOCATION & TYPE w/ LOCAL FIRE DEPT _ ELEVATION NOTES: • REQUIRED WIND LOADS IN PSF IS SHOWN ON EACH WINDOW SYSTEM TO BE USED FOR SYSTEM DESIGN, TYPICAL • SEE FOUNDATION PLAN FOR LOCATION OF ALL MASONRY CONTROL JOINTS ALL SIGNAGE & AWNINGS ARE SHOWN FOR REFERENCE ONLY. GC TO COORDINATE w/ VENDORS & VERIFY REQMTs. GC / OWNER MUST DETAIN A SEPARATE PERMIT FOR EACH BEFORE INSTALL IF REQ'D BY MUNICIPALITY. co 0 LIMM ME ILE"ir l YLE1I FRONT ELEVATION TALL PIER TYPICAL PIER 00 0 m MAIN ENTRY ELEVATIO A7SCALE: 1/8" = V-0" STUCCO IN PLACE OF MASONRY BEHIND ROOF LADDER CORNER PIER 1 MATERIALS PALETTE & REPRESENTATION METAL COPING: "MEDIUM BRONZE" (UNA-CLAD) EIFS FACSIA BOARD, DENTILS & UPPER PIERS "TIKI HUT" SW7509, FINE SAND FINISH MFGR'D STONE: FULL HT ON CORNER PIERS, UP TO EIFS AT INTERMEDIATE & CORNER PIERS, (SEE NOTE BELOW FOR SELECTION) CANVAS AWNINGS: "ROYAL BLUE" 4617; "SKY BLUE" 4624; "OYSTER" 4642 (SUNBRELLA) PROVIDED BY OWNER STUCCO TO MATCH "CANVAS TAM' SW7531 MFGR'D STONE (DRY STACK) w/ STONE SILL TRIM AND ACCESSORIES "WOLF CREEK" COUNTRY LEDGESTONE (BORAL STONE) CONTACT HOLLY HIRSCH AT 224-250-0317 OR holly.hirsch@boral.com FOR SAMPLES, PRICING & DISTRIBUTION REAR ELEVATION 0-7 IJT ]SCALE: 1/8" = V-0" k V ]SCALE: 1/8" = V-0" U- 0 I LU U co Z � M LL PARAPET SCREENS ROOF -TOP EQUIP; ROOFLINE BEHIND —7 DENTIL LOCATIONS TO BE ALIGNED WITH STUCCO CONTROL JOINTS, CENTERED BETWEEN PIERS. COORDINATE WITH ELECTRICAL, CAN LIGHTS TO BE CENTER PROVIDE MASONRY CONTROL JOINTS @ BETWEEN DENTILS, TYPICAL. SUBSTRATE CHANGE (CMU TO TRUSSES) CORNER PIER TYPICAL PIER ALUMINUM CANOPY AND AT ROOF DECK o OVERFLOW SCUPPERco ,:;: 0 �p 1^ VERIFY w/ PLB PLANS I f G / I y 101 H1 CC 18.5 'l01 r I 2 18.5 " 20.1 7 r s _ } s 'R e-..r::.:G t... _ t - �3 ,p 4 DRIVE THRU ELEVATION SCALE: 1/8" = V-0" FB�8. ....:... O 18.5 -20 I - 24.1 PRODUCT APPROVAL NUMBERS PRODUCT STATE APPROVAL NUMBER MEMBRANE ROOF FL 1559-R9 COPINGS & ROOF EDGES FL 16064-Rl HOLLOW METAL DOOR FL 4553-R10 ALUMINUM DOOR FL 8786-R6 ALUMINUM STOREFRONT FRAMING FL 8787-R5 SERVICE WINDOW FL 16711-R2 CONTINUOUS HINGE FL 9003-R7 RIM EXIT DEVICE FL 3067-R6 EXTERIOR INSULATION FINISH SYSTEM FL 12488-Rl ti r O N Q Z �— M Q U CN LU ICT L!7 CO U)CU CO O U bf > J U) W (1) L.L Q J � O i U >, LU 0) O ZCDNU U � J � J E C J_ 2 aD tY CD CU 2 a E M N(D -P.' U) C:) 0 W U > rn 0 G -i Y J LU d Y rnQ >, Ln -C Co 4- O s tNaU-5 n 07 H U LU F- U Q Z H Q 00 LU U) to K `L�° z(.Na W'U 6(5rn ti Z ti r ; Q o (`)�� M U) 72 1.9 Lq J Cn > U-) -� O N r- O L0 m ao 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. Z O H Q > W J W L LL ti Oo N / orf C? W 0) cc �� cc X w 2017-054 A201 rINSTALLSHING w/ DRIP M OF STUCCO INLESS STEEL ASHING OVER TERM BAR. ROOF MEMBRANE MIN. 8" IGH POINT; FASTEN UNDER R SET IN SEALANT. 9SC ETAIL '� LE : 3/4" = V-0" 18'-10" T/ BLKG LOW PARAPET EXTEND UPPER CEILING BEYOND PERIMETER OF LOWER LAY -IN CEILINGS TO BLOCK VIEW OF ROOF STRUCTURE & HVAC, VERIFY DISTANCE. SEE CEILING PLAN. T/ TRUSS VARIES PER TRUSS MFGR qV VERIFY 10'-3" TRUSS BR'G HEAD R. 0. 3'-2" SILL R. 0. 0'-0" T/ SLAB TO BE INTEGRAL PART OF TRUSS ROSS SECTION — ALE: BDs� C1/4" =1'-0" ���SCALE:4" =1'-0" I I� don- _ 01 13'-0" T/ TRUSS @ DINING RM 23'-0" T/ BLI ' gk- HI PA ET »_...».... @ MAIN E TRY t I I H2 I GUTTER ............ €........ II mi LONG SECTION A/ SCALE : 1/4" = V-0" 18'-10" T/ BLK'G LOW PARAPET 23'-0" T/ BLWG HIPARAPET @ FRONT WALL ROOF MEMBRANE TO BE TAN @ VERTICAL PORTION OF MAIN ROOF AND ANY OTHER POTENTIALLY VISIBLE AREA. BALANCE OF MEMBRANE TO BE WHITE. UPRIGHTS TO BE INTEGRAL PART OF TRUSS 20'-10" T/ BLK'G r6 LAY -IN CLG w/ 1 V-0" CLEAR �ScA ROSS SECTION BLE :1/4" =1'-0" H7 SCALE .1/4 -1-0 EIFS TO BTM TYPICAL FINISH OF COPING FOR ALL EIFS MEMBRANE HIGH PARAPET BELOW RETURN WALLS H1 ......... 20'-10" T/ BLK' .. HI PARAPET I@ DRIVE THRU I DRIVE-THRU I I I 3'-2" SILL R.O. @ DRIVE THRU 0'-0" T/ SLAB —Mop / ti O N Z CM Q U) U) w LO W M 0 U) CU M U bl� > J Cn W N L.L Q 5 c J O = `� 0 m >, — c � wCU� o ZCDNo U � J E J J_ L _ N rn � c CU wuEi N z' cc w LJJ ix = H rn C wU rn 0 S "� N Y U W a Y rn Q �, LO If C L ICON O U) H U W H Q Z a CO H ;v o c LU(/DCD O X W .0 CU Z ILLL LU 05 c Z(D ti ti Q0(D Mcf)72L?Lq J � � —O N OLomaoa� © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. U c Z Oa� F U w u) C� o N _Z CU W 2017-054 A202 I'I Ili-- D8 AO 20'-l" TRUSS UPRIGHT 18'-10" TRUSS UPRIGHT THERMAL BREAK ALUM. WINDOW FRAME SOLID SURFACE STOOL WITH 1-1/2" x 3/4" NOSE WALL SECTION H 1 SCALE: 3/4" = V-0" TAPERED ROOF INSULATION OVER 5/8" PLYWOOD DECKING WRAP ROOF MEMBRANE - DOWN SIDE FRAMING # WRAP FRAMING IN BRAKE METAL w/ DRIP EDGE SIDE FRAMING / BLOCKING I PER A2 / 8102 ............................... TRUSS MEMBER PER FRAMING PLAN VENTED SOFFIT PANELS, FASTENED t23'-0" T/ BLOCKING NV TO BTM OF TRUSS @MAIN ENTRY HIPARAPET CANOPY SECTION SCALE: 3/4" = V-0" D8 3 vH /0' A401 B5 5101 SHEATHING TO EXTEND TO TO TI OF CORNICE CAF NON CORROSIVE NEOPRENE WASI @ 12" O.C. CONTINUOUS 2xl H2.5 TIE @ 32" 0.1 EXTENDED CAP FRAMING, TYPIC/ LIGHT FIXTURE SI PER ELEVATIONS WRAP MEMBRANI OVER TOP BLOCK DOWN FACE, LINE METAL FLASHING EIFS BOARD @ Sl TRANSITION UP TO 18A 0" AFF, HrrKUVHL rrvUK i U FABRICATION AND DELIVERY R-5 FSK BATT. INSUL. DEPTH OF TRUSS VERTICAL t2'-0" OVERALL, TYPICAL PARAPET TOP SCALE :1 1(2" = V-0" 18'-1" T/ TRUSS UPRIGHT INSTALL CLIP @ TOP & BTM OF EACH PIER EDGE STUD; NAIL INTO BLOCKING BTWN WALL FRAMING STUDS FSK FACED R5 MINIMUM < BATT INSULATION TAPED TO TRUSS MEMBERS AND DRYWALL, TYPICAL. DRAPE DOWN OVER FURRING WALL AND RIGID INSULATION, TYPICAL. DOUBLE 2x8 TOP PLATE - ANCHORED INTO C.M.U. w/ 1/2" 0 HEX HEAD ANCHOR w/ 5" EMBEDMENT @ 24" O.C. AS AN OPTION, ANCHORS FOR DBL PLATES MAY BE 1/2" 0 THREADED ROD w/ 4" 1/2" EMBEDMENT w/ HIL-HY70 ADHESIVE TH10A CLIP @ EACH EN6, TYP FOR ALL EXCEPT GIRDER TRUSS; ANCHOR PER TRUSS MFGR SPECS. MAX UPLIFT 1015#S. 15/8" METAL FURRING — STRIPS @ 16" O.C. TPE @ EXT. WALLS U.N.O. SEE SHEET Al03 FOR WALL SUBSTRATES & FIRE BLOCKING REQ'MTS 5/8" GYP BD INSTALL UP TO TRUSS BEARING. 8" C.M.U., TYP @ EXT. — WALLS U.N.O. 4" C.M.U. @ PIERS 1/2" CDX PLYWD OVER BLOCKING w/ SPACER ON 2xl2 CONT.1x6; SET TOP HIGHER THAN T/ BLOCKING FOR COPING PITCH CONTINUOUS 2x12 FASTEN COPING OVER CONT. CLEAT OVER ROOF MEMBRANE. BRAKE METAL TRIM w/ DRIP @ BTM OVER J-SHAPE TRIM ON 2xl2 VENTED SOFFIT PANELS PREFINISHED BRAKE METAL TRIM w/ DRIP EIFS DENTIL BEYOND 4" EIFS OVER PLYWOOD PER TYPICAL BACKER ROD & SEALANT w/ WEEPS PER EIFS MFGR STUCCO 'low ..................... t18'-10" T/ BLOCKING NV TYPICAL PARAPET D8 18-1 ,.....: A401 T/ TRUSS UPRIGHT 2x6 TRUSS EXTENSION TO =�- BE INTEGRAL PART OF ROOF TRUSS AS PER MFG� 4" EIFS, TYPICAL r DRIP EDGE @ BTM OF EIFS w/ FLASHING FR MFGR, TYPICAL ANCHOR BOLTS SHALL HAVE 2"x2"016" PLATE WASHERS, TYP. PROVIDE CONTROL JOINT IN STONE AT CHANGE IN SUBSTRATE TRUSS SPAN SHALL BE 1" SHORTER THAN OUT TO OUT OF C.M.U.. FACE OF SHEATHING SHALL BE HLUSH WITH OUTSIDE FACE OF C.M.U. LINTEL SEE FR'G PLAN H1 4101 5/8" DRYWALL RETURN; SEAL FULL PERIMETER THERMAL BREAK ALUM. WINDOW FRAME PER SHEET Al04 �— MFGR'D STONE VENEER ON PIER SOLID SURFACE STOOL WITH 1-1/2" x 3/4" NOSE TYPICAL WALL CONSTRUCTION FROM INSIDE WALL: • 5/8" GYP BD • 15/8" FURRING STUDS • 1 1/2" CONTINUOUS R-13.5 RIGID INSULATION 8" C.M.U. EXTEND JOINT REINF. INTO 4" PIERS i @ ALL REINF. LAYERS (16" O.C.), ............ 0'-0" T/ SLAB ............ �— EXTEND 4" CMU PILASTERS TO FOOTING, TYPICAL 1 WALL SHEATHING OR C.M.U. AS APPLICABLE AIR INFILTRATION BARRIER, FULL HEIGHT OF WALL. I FINISH COAT OVER BASE COAT & REINF. MESH FASTEN EIFS SYSTEM DRAINAGE TRACK TO SHEATHING OVER AIR BARRIER LAP & BASE FLASHING. EIFS INSULATION BOARD LAP AIR INFILTRATION SEALANT BED UNDER BARRIER OVERTOP EDGES OF } FLASHING @ SILL. W.R.B. & BASE FLASHING. AIR o, BARRIER MUST BE INSTALLED 1 FULL HEIGHT wl UPPER SHEETS LAPPED OVER TOP EDGE OF LOWER SHEETS. ONE LAYER W.R.B. TO EXTEND ABOVE STONE AS SHOWN. BASE FLASHING TO BE INSTALLED BEHIND AIR BARRIER LAP @ TOP OF °- a STONE / SILL. WHERE SILL IS NOT PRESENT, PROVIDE DRIP EDGE. TYPICAL. SILL WHERE SHOWN ON ELEVATIONS STONE VENEER AND MORTAR BED € PER G8l A402 @ SHEATHING ° a TRANSITION DETAIL ENO SCALE ONE LAYER WEATHER RESISTIVE BARRIER. INSTALL IN TWO SECTIONS: STOP a, LOWER PORTION BEHIND SILL FLASHING. LAP BOTTOM OF UPPER PORTION OVER SILL FLASHING. 1100, BASE FLASHING @ TOP OF SILL C.M.U. SUBSTRATE AIR INFILTRATION BARRIER, p FULL HEIGHT. SILL SUPPORT ANGLE PER a a ....................................... t20'-10" TI BLK'G H4 / A401 L 4 MV �L- - -------- - --- HIGH PARAPET STONE VENEER PER G8 / A401 I @ REAR LL�LU i t18'-10" T/ BLOCKING CM w a TYPICAL PARAPET o w = A401 18' 1° Z ' T/ PARAPET BEYOND SEE ELEVATIONS ON _ SHEET A201 FOR w SIGNAGE REQUIREMENTS o ti ti LU w a. E8 SIM o A401 LL o 0 �» 0 J CONTINUE THERMAL BATTS MIN 12" ABOVE ZL ROOF INSUL, TYP. 2'.0" o METAL FLASHIN( CONTROL JOINT PROVIDE 2x8 BLK'G EIFS BOARD @ S ALIGNED WITH _._ __.. BTWN TRUSSES; NAIL TRANSITION ROOF DECK _.........:..........:...._>... ..................... ...................4,.-........ ,....;..,.w ••, m ...::x::::;:::::>:.............................. ��..m.,• ,:.r�: :..�r::ms«..,,�»,w ....... ROOF DECK TO 2x8 TRUSS SPA(•t,SHALL BE 1" SHORTER TJNA N OUT TO OUT OF C.M.�,, FACE OF SHEATHING Ski. BE HLUSH WITH OP�1 SIDE FACE OF C.M.U.`; 'a 10'-3" TRUSS BEARING: CONTROL JOINT ALIGNED w/ STRUCt.'; SYSTEM CHANGE <.. B5 <f 8'-0" HEAD R.O. 8� CONT. 2x4s NAILED TO TOP CHORD OF TRUSSES END WALL TRUSSES PER 'MANU�ACTURER� l J r, .. TRUSS CLIP PER TRUSS TYPES, SHEET S102 CEILING HT AND MATL PER CEILING PLAN �— INSTALL JAMB & HEAD FLASHINGS AT ALL WINDOWS; SEAL 3 f......,.. U,,, 2"x2"xl"x /18"THICK ANGLES @ 16" O.0 10# SCREW w/ 2" PENETRATION MIN. TYPICAL MFGR'D STONE SILL AND SUPPORT BEHIND STONE VENEER, INSTALL ONE 3' 2" T/SILL LAYER WEATHER RESISTIVE BARRIER TYPICAL U.N.O. (W.R.B.) OVER AIR INFILTRATION BARRIER & C.M.0 OR SHEATHING WINDOW TYPES EXTEND WINDOW BASE FLASHING OUT OVER ¢ GALVANIZED SELF -FURRING LATH OVER SILL; SEAL BELOW S r DBL W.R.B., ANCHORED INTO C.M.U. wl LUMIN 1" PENETRATION him NOTE: WRAP SILL FLASHING oo OVER WINDOW ROUGH w MORTAR BED w/ DEPTH PER OPENING & BEHIND STONE MFGR'S INSTRUCTIONS SILL, TYPICAL °° CONCEALED FLASHING & DRIP EDGE @ WALL BASE G8 TYPICAL STONE y 401 ATTACHMENT MFGR'D STONE STONE BACK-UP 0'-0" VENEER PER DETAIL T/ SLAB v SCALE :1 1/2" = V-0" VERTICAL WALL REINFORCEMENT cHAI I LAP w/ BARS DOWELED INTO FOOTING; SEE FOUNDATION SECTIONS, TYPICAL. WALL SECTION SECTION @ PIER WALL SECTION H2 SCALE: 3/4" =1'-0" H 3 SCALE: 3/4" = V-0" H 4 SCALE: 3/4" =1'-0" I-------------------------------------------------------------------------------- NOTE: SECTIONS ABOVE INDICATE TYPICAL (NON -SHEAR WALL) FASTENING FOR WALL SHEATHING. SEE SHEAR WALL DIAGRAMS ON SHEET S102 FOR SHEATHING FASTENING AT SHEAR WALLS. L------------------------------------------------------------------------------� TRUSS SPAN SHALL BE 1" SHORTER THAN OUT TO OUT OF C.M.U. FACE OF SHEATHING SHALL BE FLUSH WITH OUTSIDE FACE OF C.M.U. 10'-3" T/ TRUSS BEARING DRAPE FSK DOWN OVER FURRING WALL AND RIGID INSULATION, TYP. 8" C.M.U. TYPICAL BELOW 10'-0" AFF U.N.O. VERTICAL BARS CENTERED IN GROUTED CORES AS PER FRAMING PLAN CD z W m co Cn WALL FINISH OVER SUBSTRATE OVER — FURRING STUDS OVER o CONTINUOUS INSULATION. SEE A103 FOR SUBSTRATES AND FINISHES, TYP. 3'-2" T/ SILL 3Y TYPICAL U.N.O. CHORD w/ ELEVATIONS ON SHEET A201 E6 TYPICAL BARRIER A401 TRANSITION MFGR'D STONE VENEER PER DETAIL HORIZ JOINT REINF. @ 16" O.C., TYPICAL WALL SECTION H 5 SCALE :3/4" = V-0" A TRANSITION DETAIL E6 NO SCALE t2'-0112" OVERALL, TYPICAL V-8" 'OP T w/ TALL PIER DETAIL F8 SCALE :1 1/2" =1'-0" 3 COAT STUCCO SYSTEM OVER ONE LAYER WEATHER RESISTIVE BARRIER (W.R.B.) OVER AIR INFILTRATION BARRIER & C.M.0 SUBSTATE AS SHOWN OR SHEATHING FASTENER HORIZONTAL & VERTICAL STUCCO CONTROL JOINT, TYPICAL. SEE ELEVATIONS FOR C.J. LOCATIONS FASTENER NOTE: W.R.B. SHALL BE CONTINUOUS BEHIND CONTROL JOINT(S) WHERE STUCCO SYSTEM HAS W.R.B. STUCCO DETAIL H" SCALE: 3" = V-0" DETAIL H7 SCALE: 3" = V-0" DFFIT PANEL " WIDE DECORATIVE I.F.S. BRACKET(S) I.F.S. FRIEZE BOARD, INSTALL RAINAGE MEMBRANE BEHIND TAINLESS STEEL FLASHING W( RIP EDGE, TYPICAL EALANT, TYPICAL ti O N Z �— CD 04 LU CD (UUJ ch O >� � � O LU O Z V� N U U � J E C J J ` _ N c CD C 2 - LU N 0 m y W U U) 0 CD a CD O c J LU a Y a) Q >, CO LO 1= O to °aU--5 N U LU H 2 U �C Z H DC Co o 0 o CD L C/) to 0 x N Z N TALL. W �.�rnrn Z ti f` � a 0 ova U) -O Ln u) J o : Lo Lo 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. ♦♦ ^^ > vJ � Z 0 I- ti W p V J CO J ai CU Q 2017-054 A401 NOTE: REFER TO MASONRY NOTES FOR MAXIMUM SPACING OF CONTROL JOINTS QUr-AD I I I(-' 1/2" JOINT W/ SEALANT & BACKER ROD COMPRESS MORTAR @ ALL-- ����----�' 164 N 'A rm 1 F I�II----EWA 1/2" JOINT W/ SEALANT & PER PLAN BACKER ROD HORIZONTAL JOINT REINF. DISCONTINUOUS @ CONTROL JOINTS C.M.U. CONTROL�JOINT v f-' % SCALE :1 112" =1'-0" PRE -FABRICATED METAL COPING To MATCH BLDG TREATED WOOD NAILER I I BOND BEAM TOP COURSE (1) #6 CONTINUOUS BAR, II FULLY GROUTED II II IIII IIII IN 8" CMU GROUTED SOLID II II I HORIZ. REINFORCEMENT II @ MAX 16" O.C. — #6@24"O.C. ICI LAP V-0" III I I EXTEND #6 WALL BARS INTO FOOTING AS SHOWN I I 4" H x 8" WIDE HOLE AT LOW POINT IF SLAB PITCHES TOWARD WALL, TYP CONCRETE SLAB wl _ I� REINF. PER FDN PLAN N \ °a II #4 @ 12" \\ ° ` 4 (1)#4 c ° CONTINUOUS BARa EQ. @ 12'-0" MAX VENEER STUCCO I I C.M.U. SUBSTRATE FASTENER HORIZ. I VERT. STUCCO CONTROL JOINT, TYPICAL; MUST COINCIDE w/ CMU CONTROL JOINT LOCATION(S) FASTENER ' STUCCO CONTROL �JONT L.J`t SCALE: 3" = 1'-0" SEAL, TYPICAL 0 0o 8" 0 PIPE, FILL wl GROUT, STRIKE LEVEL ACROSS TOP TO ACCEPT o BOLLARD COVER a ° ° . a. A ° VENEER STUCCO (1) COAT ° ° OVER BONDING COAT a OVER C.M.U. - MATCH a a a BUILDING COLOR . NOTE: ° BOTTOM EDGE OF STUCCO TO FOLLOW FINAL GRADE - ° VERIFY PER CIVIL DRAWING ° "v o ° io d ih c e° VERTICAL REINF. W/ a ° HOOKED END 8". 811 8 2'-0" E 5 WALL SECTION SCALE: 3/4" = V-0" EQ. @ 12'-0" MAX DETAIL E 6 SCALE : 3/4" = T-0" CANE BOLTS, (1) PER LEAF .. DUMPSTER ENCLOSURE SIDE ELEVATION V SCALE :1/4" =1'-0" 19'-4" 4'-0" 1801, I �" E5 D10 TYPICAL co D2 I I I D10 I 6" CONCRETE.SLAB w/ 6"x6" 10/10 WWF OR FIBER REINF. COORDINATE EXTENTS w/ CIVIL DRAWINGS co HINGE BOLLARDS, TYPICAL ALIGN CENTER OF HINGE BOLLARD w/ CENTER OF CMU l DUMPSTER FOUNDATION PLAN SCALE: 1/4" = V-0" 19'-4" — N - �" -.0 PAINT CMU TO MATCH STUCCO, TYP 18'-0" Cn D10 o TYP0 J cxIx BOLLARD, TYP. SEE E6 / GD101 w a U F_ IL O 0 1 ........ ...... ........................ ....._ D2 I D10 I I , CONFIRM DUMPSTER!SIZES WIT III LOCAL SERVICE & OWNER. FIT WITH IN QUMPSTER SPACE AND BOLLARDS 4 • t I �-- ALUM GATE FRAME PER FABRICATOR. PROVIDE HOLE IN Y CONCRETE TO RECEIVE CANE BOLT IN OPEN AND CLOSED POSITION -BOTH LEAFS � DUMPSTER ENCLOSURE PLAN ' % SCALE: 1 /4" = V-0" � DUMPSTER ENCLOSURE FRONT ELEVATION V )SCALE: 1l4" =1'-0" 4'-0" LD m I to 'v BOLLARD, TYP. SEE E6 / GD101 MOM OF GATE FRAME & FACING TO : A MINIMUM OF 4" ABOVE GRADE TO .LOW FLOW -THROUGH DRAINAGE :E CIVIL DWGS FOR DUMPSTER r_1dCLOSURE LOCATION O N Q z CM Q v , =), W 04 � � M O cn CU M U btf > J C) W CD L.L Q 5 ci O L CU W O O ZCD NU U � J � J N J J_ W— cca 2 n Ca a EM UJI N a)' 2m � �C5 Na) WU Lo CID > CM a rn _ a) am O ��+5J UJ a Y Q >+ CO L O cnNaU� N U LLJ F_- 2 U Q Z a o0 H a)o W o = cc Z .n d LL LU � .5 � � Z ti N Q O N �C7MLoLr) (D O v7 m co co © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. OL V ) UJ o D) w c� G Q W W � �w V CD o CV O°O m J M <zCU � V� n Lu 2017-054 GD10 SOLID SURFACE COUNTER TOP w/ 3" APRON, CUSTOMER SIDE AND ENDS COUNTERTOP SUBSTRATE WOOD BLOCKING LED LIGHTS WIRING CHASE wl OPENINGS ON EACH END AND AT EACH CABINET SECTION WHITE LED LIGHT, FULL LENGTH OF COUNTER, w/ CLEAR, REMOVABLE LENS 2'-6- STAINLESS STEEL CABINET & FRAME, PER FABRICATOR REMOVABLE PANELS @ CUSTOMER SIDE ADJUSTABLE MID -SHELF N AND BOTTOM SHELF w/ 1 1/2" REAR TURN -UP EDGE PROTECTOR d GALVANIZED STEEL BASE BY FSEC, INSTALLED BY GC, w/ COVE TILE BASE, FULL PERIMETER 2 SECTION THRU ITEM 90 (BY FSEC) FS-1 SCALE: 1/2" = 1'-0" BY FSEC 81 HEATED PASS-THRU Z W a I I I I 80 STAINLESS STEEL 00 I I SET COUNTER T-0" F 2'-8" w o WALL TILE ix BEHIND STAINLESS 62 LL CABINET, STEEL WALL LL TYPICAL PANELS (BY GC) in 3 SECTION THRU ITEMS 47, 53, 80, 81 SCALE: 1/2" = V-0" FOODSERVICE PLAN SCALE: 1/4" = V-0" u 0 t" �_ Ei ' I, < cu DINING ,yy3•'s t -: COMMENT CARDS — BOOSTER SEAT STORAGE UNDER — HIGH CHAIR STORAGE F--1 �I101 = � L In BIB HOLDER BY OWNER t• O LL �E - I 11 >; L 11 11 DRINKS & CONDIMENTS j�n� C� u' <^o n •"> <^•ten; ^> y 1� \\ i�'� \ n n U II i n t — J 4 o, J `� 1 , 11 � W � ( ORDER TAKER i CASH REGISTER E ,...,7 ._; ....... . OPERABLE WINDOW DOME LIDS I , 3 OFFICE 'f I Wy.-, 32 ' 33 31- MOP RM y"E _ I v� ...... ........ 77 95 v FE-2 € ...... �. f O 29 ` i4 . g 13 52 74 UNDAE PREP e 57 1s MOBILE wsHw ' e Q 10 CART ( DRYER by 75 62 34 a 21 15 x R FE 1 4 ..... s N E ,, x 7 OWN „ ;g w 20 16 79 6fi... CL .. , ° 3 O0 22 78 ((1_ 62 F 17 f . . 73 69 65 ' 17 87 I 14 x 1. s t , 59 RETAIL I-; t c� -� � . GO " OPTIONAL DROP -IN _.... OD DRY S FREEZER ® ? COLD PAN 60 = 23 x �. : ; I I I 0 Cn .110 BUILT-IN COLD PANKITCHEN29 aCN i ODD s t I v L E's E 92 3 �- - -62 16 CID16 NEWSPAPER RACK, W N N (Go2 *LK58 CC BY OWNER FF - ,w, :.p� 79 - _...._ i ------ 36 9 50 37 45 _ I CC 54 I W 6 - `' N WASTE u ( I OC ; ; E 25.; OIL CC 92 � I I ' 41 _-- I OO � ,,, .,,... � 14 12 Lu Li tt I I 53 ❑ 26 r - - .. 18 36 p 47 111 90 t� ? 11 (- s ; R i i 56 ;;,;. 1 II OltFS 1 I 49 y� 79 27 92 51 14. 11 14 16 17 BUILT-IN SOUP 43 42 WARMER 2 E I 62 18 40 2" CLEAR 19'-3" OUT TO UT OF WALK-INS f ...., X. 78 I€ . 44 11 PARTITION `') � I 98 I 9 14 r' ! CENTERLINE r 48 62 28 18 36 18 18 f 2 HAND $ ....-... , --- — - ---- - -- - ------- El 1 SINK uriiiividm[vi,av,v<vn,:,a,»,,,,damJvwi`v5"m,>,mw'in)rr>r �Ai "'N'hl /.. : 14 ,f HALL. a EYE WOMEN QQ ( WASH b� X ><' . 30 TV «.,, .. . h r—SHARPS i/ ' i ij I !' r: x .. 6.. PEANUT BUTTER PUMP ENTRY ,I 98 10 10 j BUILT IN DRIP TROUGH STAINLESS STEEL TRH§H RING TRASH CAN UNDER I J 10E 11 36" HIGH BOOTH BACKS ALL BOOTH BACKS TO BE 461/2"'-' i VERIFY w/ FEC HIGH, U.N.O. VERIFY w/ FSEC 10 ` /li ':: I SHARPS CONTAIN -- I I1 '•I - '; I i , . C_ _MEN D {1 I 1 II 1a!i! II ; ! II I• II is ^_-:.y.. ,( y- 1: 1 I ii n iif ' it n i:l 1: , , ENTRY f is �.. E� I Uri II i-E II I. ;: ' -' ;; I: I; ;I � I; II ': ': , I I• ': I:E E. — — — — J s' `�, i�E CD z E �z E I w 0 i , S/S WALL PANELS, BY LL 0 co x GENERAL CONTRACTOR o y S/S TRIM CHANNEL NOT 0 Lu ✓ SHOWN THIS DETAIL 18 GA. S/S CHANNEL TRIM AT PERIMETER OF PASS THRU M m x WALL TILE FINISH PER WINDOW. COORDINATE sett I AlUJ FINISHES AT OPENING w/ FSEC 4 FS'll 5 FS-1 ISOMETRIC FOR ITEM 47 KITCHEN SIDE SCALE: NO SCALE ISOMETRIC FOR ITEM 47 CUSTOMER SIDE SCALE: NO SCALE r REFRIGERATION CHASE - NO OTHER TRADES THIS SPACE 18x36 11 EMPLOYEE TLT AR OWNER FURNISHED, FOOD SERVICE EQUIPMENT CONTRACTOR (FSEC) INSTALLED ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE 1 WALK IN COOLER 44 GRILL SIDE WARMER CART 80 REFRIGERATED S/S BACKCOUNTER 2 WALK IN FREEZER 45 STAINLESS STEEL WALLCAP / ELEC CHASE COVER 81 HEATED PASS-THRU UNIT 3 WALK-IN COOLER RACKS 47 FRONT PASS-THRU STAINLESS STEEL CHANNEL TRIM 82 TOOL SHELF 4 WALK-IN COOLER DUNNAGE RACKS 48 REFRIGERATED MEAT CART 83 REACH IN REFRIGERATOR 4A MOBILE CUSTARD MIX RACKS 50 MOBILE WORKTABLE 89 OPEN NUMBER 5 WALK-IN FREEZER SHELVING 51 GRILL AND STAND 90 FRONT SERVICE COUNTER 6 WALK-IN FREEZER DUNNAGE RACKS 52 MOBILE STAINLESS STEEL CART - OPTIONAL 92 CUP DISPENSER 7 WORKTABLE I SINK 53 SANDWICH WRAP STATION 93 STAINLESS STEEL DRIVE-THRU COUNTER 8 WALL SHELF 54 ORDER BARS 94 STAINLESS STEEL DRIVE-THRU COUNTER 11 LOCKERS - OPTIONAL 57 STAINLESS STEEL REFRIGERATION CHASE COVER 95 CUP DISPENSERS 14 STAINLESS STEEL WALL CORNER GUARDS 58 FRY STATION HEAT LAMP 100 DISPLAY CABINET - NOT INCLUDED 16 STORAGE SHELVING 60 FRYERS 101 TRAY /TRASH / RECYCLE CABINET 20 DISHTABLES AND UTENSIL SINKS 61 CUSTOM FISH REFRIGERATOR 102 TRAY / TRASH CABINET - NOT INCLUDED 21 WALL SHELF 65 MOBILE STAINLESS STEEL WORKTABLE 106 RETAIL FREEZER 27 SLANTING WALL SHELF 66 ICE MACHINE WITH BIN 107 CONDIMENT CUP DISPENSERS 29 CLEAN PAN SHELVING 66A ICE MAKER - OPTIONAL 108 TABLES / CHAIRS / BOOTHS 31 JANITOR'S SHELVING 67 OPEN NUMBER 109 CONDIMENT DISPENSERS 34 REACH -IN FREEZER 68 WALL SHELF 110 NAPKIN DISPENSERS 35 NOT USED 71 WORK TABLE 113 BEVERAGE COUNTER 37 REFRIGERATED DRAWER BASE 74 REFRIGERATED TOPPING TABLE 114 CONDIMENT COUNTER 38 OPEN NUMBER 75 CUSTARD DIPPING CABINET 115 REFRIGERATION SYSTEMS SEE E201 39 OPEN NUMBER 76 CAKE CONE DISPENSER 119 OPEN NUMBER 40 BREAD SHELF 77 SUNDAE TOPPING SYSTEM 120 TALL TABLES AND CHAIRS 41 REFRIGERATED WORKTABLE 78 DISH / CUP DISPENSERS 42 MOBILE WORKTABLE I OVERSHELF 79 WALL SHELVES OWNER FURNISHED, OWNER INSTALLED ITEM EQUIPMENT SCHEDULE ITEM EQUIPMENT SCHEDULE 9 COOKER / WARMERS 98 ICED TEA BREWER / DISPENSER 12 WASTE OIL RECOVERY SYSTEM 99 DRIVE-THRU LID DISPENSER 15 BAG -IN -BOX SYSTEM 103 ICE AND SODA DISPENSER 17 TRASH CANS / CART 104 CARBONATOR 18 BUN RACKS 105 SELF SERVICE LID DISPENSER 33 CHEMICAL DISPENSING SYSTEM 111 STRAW DISPENSERS 36 MICROWAVE OVEN 112 CONDIMENT PANS 43 BUN TOASTER 118 MONITOR BRACKETS 46 MALT POWDER DISPENSER 55 WRAP PAPER HOLDERS 56 HEATED BUN WARMER 63 TRIPLE CUSTARD MACHINE 69 ASTRO BLENDERS 70 MILKSHAKE MACHINE CONTRACTOR FURNISHED, 72 HEATED SYRUP DISPENSERS 73 LIQUID TOPPING DISPENSERS CONTRACTOR INSTALLED 84 COFFEE MAKER ITEM EQUIPMENT SCHEDULE 85 POWER WASHER -NOT INCLUDED 86 MENU BOARD / SIGNAGE PACKAGE 25A NOT USED 87 WAFFLE CONE DISPENSER 28 FIRE SUPPRESSION SYSTEMS 88 OPEN NUMBER 32 MOP SINK 91 CASH REGISTER / POS SYSTEM 49 EXHAUST HOOD -GRIDDLE 96 ICE AND SODA DISPENSER 59 EXHAUST HOOD -FRYERS 97 CARBONATOR 62 S/S WALL PANELS -SEE ALSO SHEET A103 2 DEPRESS CONCRETE SLAB IN THIS AREA PER S101. PAD MUST BE LEVEL. BULK Cot Cot DIRECT CONNECT WASTE OIL DIRECT CONNECT WASTE OIL RECOVERY SYSTEM FIRE SPRINKLER RISER OWNER FURNISHED, CONTRACTOR INSTALLED ITEM EQUIPMENT SCHEDULE 10 KETCHUP VOL PAK DISPENSER 13 WASHER/DRYER 19 HAND SINK 22 PRE -RINSE SPRAY ASSEMBLY 23 PRE -RINSE SPRAY ASSEMBLY 24 GARBAGE DISPOSAL - NOT INCLUDED 25 DISHWASHER 26 BOOSTER HEATER 30 EYE WASH STATION 64 WATER FILTER 116 HAND TOWEL DISPENSERS 117 TOILET PAPER DISPENSERS SHARPS CONTAINERS AED OPTIONAL - CONFIRM WITH OWNER MOP HANGER BIB HOLDER NEWSPAPER RACK ARTWORK (SEE SHEET Al03) r � (D rn C U C LL U O C 0 Q 0 0 Q N 0 .o .O O .a cv Ac W Cn N Q (D .0 C rn N a� 0 W C ^Q W fn N 0 ca 0- 0 Z c 0 L O (D s V C O N 0 Cu v c ca ci C to E 0) rn C v C LL. Sheet Contents: ' FOODSERVICE U PLAN CIO Project No. X Drawn By: A= V.YOUNG 0 Date: 2 cv ROOF DRAINAGE PLAN SCALE :118" = V-0" UNDERFLOOR PLUMBING PLAN SCALE :114" = V-0" t14'-1" OUTSIDE FACE CMU TO CENTER OF SCUPPER ROOF DRAI NAG E CALCULATION Area Zone Area (ft2) Horiz. Piping Leader Piping -a °' _o Q 0 -a o a a _0 (' _° Q v 0 o a A 1,172 4" 4" 1/8" B 1,648 5" 6" 1/8" C 780 4" 4" 1/8" D 1,042 4" 4" 1/8" A+B 2,820 6" 6" 1/8" A+B+C 3,600 6" 6" 1/8" A+B+C+D 4,642 8" 8" 5" 6" Calculation Notes: 100yr., 1 hr. rainfall =4.5" Based On: Fifth Edition (2014) Florida Building Code (Plumbing) Figure 1106.1 Table 1106.2- Leader Pi ping Table 1106.3 -Horizontal Piping Inlet Calculation: From Roof Drain Calculation Worst Case Area=Area'B' 1,648ft2 Horizontal Pipe =6"O = 28.27 in 2 Use Jay R. Smith Roof Drain Model #1015Y with 102.5 inZ free area Scupper Calculation: From Roof Drain Calculation Worst Case Area = Area 'B' 1,648 ft2 Horizontal Pipe = 6" 0 = 28.27 in' 8"x6" Scupper =48 in >_ 28.27 inZ Use 8"x6" DRIVE-THRU 0 LEFT SIDE FRONT SEE SITE PLAN FOR REAR NORTH ORIENTATION QRIGHT SIDE MAIN ENTRY OREFER TO CIVIL DRAWINGS FOR CONTINUATION OF 4" SEWER. OREFER TO CIVIL DRAWINGS FOR CONTINUATION OF STORM PIPING. OPROVIDE INDIRECT DRAIN PIPING FROM EQUIPMENT TO HUB DRAIN WITH AIR GAP. DRAINS FROM COOLER AND FREEZER COILS TO INDIRECT DRAIN IN COPPER PIPE OPER ALL LOCAL CODES. 1" COPPER LINES PITCHED AT 112" PER FOOT. DRAIN TO BE TRAPPED OUTSIDE THE BOX. REFRIGERATION CONTRACTOR TO FURNISH AND INSTALL THE DRAIN LINE HEAT TAPE FOR FREEZER LINE AND INSULATE WI 1" RUBATEX INSULATION. OSECONDARY ROOF DRAINS. FOUR (4) TOTAL 8"X6" SCUPPERS 2" ABOVE FLOW LINE OF PRIMARY DRAIN. OREFER TO CIVIL DRAWINGS FOR CONTINUATION OF 4" FOOD WASTE PIPNG. 3" V-RISE FROM GREASE INTERCEPTOR i O N Z CC� Q C) LU=)LNr L_ LO ch O C!) CU M U E]r > J (I) LU N LL Q cl O 0 U — � C LU CU O Z 0 N U L_ U aD J E: J L _J C C _ -0 ca a E M NCD ' CU LU H13� rn C U V) a)rn w a _> a� U LUa Y 0) >, 0 � C O cnNaO-U-5 U) H U LU H U Q Z H Q 00 H m a) _o wU) ZD= cc Z ( _U) a LL. O 04 LU 05 rn orn = ti ti Z ti ti Q O a)� 2 cn v U? to i O Lo m oo co 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. v Z Z Q m J c Z -y J Q) tY CL W 0 0 LL 00 J 0 LL C) N o N 0p W CU 2017-054 P101 KEY NOTES O 4" VENT THRU ROOF w•� \ MAINTAIN 10' CLEARANCE FROM ALL EXHAUST & VENTS TO RTU OUTSIDE AIR INTAKE. ( WATER HEATER 49 INTAKE / EXHAUST s z� QOCss MAINTAIN 10' CLEARANCE FROM ALL \Uuu / s , EXHAUST & VENTS TO RTU OUTSIDE AIR INTAKE. \ / PRV2 0 VENT THRU ROOF PLAN Al SCALE: 1/8" =1'-0" PRV-1 ..........._ ... .,,.� y .. � . , JU ►U U I&, �$:.................. ................ s fib �r .. . ...... >A._.... . 102 DINING 101 IAA Jr 01 04 f - ,c%....... ..., ,y -HW , { I r• �--�— CW £ —�` CW ifINIFD A E i...............................: e % i f'� ttt s # 1 t ..................... ....................................._.............^ERidf L i 105 3 ............. 110 i ENTRY BALL VALVE SHUTOFF FOR RESTROOMS WITH WC (TYP) 9 3 x 1/2" CW 1/2" HWI R�1 t 3/4' CW I I HW- _CW 1 J/2" CW # WC-2 _ 1" CW MEN t�f L-2 1/2" CW 1/2" HW GAS PIPING PLAN SCALE: 1/8" = V-0" HB 1 32 JMB-1 : ; 1/2" CW 3/4" CW F' 112" HW HW ..` _CW_ �I •s f _...................: s O KITTHEN j :z rr1',;': .......................... i O CW — y`. Ll l L-2 3S 1/2" CW 1/2" HW WC-2 i t 1" CW ABOVE FL00 `v %SCALE :1/4" =1'4" HW- -CW L-2 119 1%2" CW 1/2" HW U IAAQIAIn— DI AAI CW AREA CW .•6' Y � rE HW CW DRY OIL REFER TO CIVIL DRAWINGS FOR CONTINUATION OF 2" WATER SERVICE. GAS METER ARRANGE FOR GAS SERVICE TO BUILDING WITH GAS COMPANY NO UTILITIES IN THIS SPACE. THIS SPACE IS FOR MENU BOARDS AND OLB ONLY. SEE SITE PLAN. DRIVE-THRU LEFT SIDE FRONT SEE SITE PLAN FOR REAR NORTH ORIENTATION Q RIGHT SIDE MAIN ENTRY VERTICAL SPRINKLER RISER. DESIGN BY OTHERS. FW-CUNO WATER FILTER 84 WATER FILTER SUPPLIED BY FOOD SERVICE EQUIPMENT SUPPLIER. VERIFY REQUIREMENTS WITH SUPPLIER. (FWA) SODA SYSTEM CARBINATORS CONDIMENT COUNTER (#104) DRIVE THROUGH COUNTER (#97) (FWB) TO COFFEE MAKER (#84) ICED TEAD MAKER (#98) ICE MAKER CHEST (#66) ti O CV 0 Z r-- CM QU) F) W�� M O cn CU cy') U w CU LL Q > CL_ 5 m O CU LU O O ZC�NU U J� E C J J L 2 N rn } c Co C N 2.' CU NN� LL =3 m N U LU 0) a 0) — > 0 Y LU a- Y Cm Q >, Z Ootj L tin� L (AcC14aUA Cn I— U LU U Z CO C LU i/) co cc x Z m a- u- Of CC 0 O CV LU .c6iO r• ti Z + (�(D cQ ''0^^ L VJ :2 Ln Lo 1 1 J O (D 0LoMc000 © 0EMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. LL O 0 N O J L6 LL a w Z c > O O '-- N pp Z LU o ^ Z LPL 04 o0 CU Q � J 2017-054 P102 FOOD SERVICE PLUMBING ROUGH -IN SCHEDULE ITEM # IDESCRIPTION QTY WATER WASTE REMARKS SUPPLY PIPE SIZE (IN) CONNECTION SIZE (IN) MTG ELEV (AFF) PIPE SIZE (IN) MTG ELEV (AFF) COLD HOT COLD FILTERED COLD HOT COLD FILTERED DISCHARGE SIZE DIRECT INDIRECT RECEPTOR 1 COOLER & FREEZER DRAINS (ITEMS 1B & 213) 1 - - - - - - - 1 - 3 0'-3" REFER TO NOTE 1. 7 WORK TABLE / SINK 1 1/2 1/2 - 1/2 1/2 - 1'-2" 2 - 3 0'-6 12A FRYER GREASE WASTE INLET 1 - - - - - - - - - - 2'-0 REFER TO NOTE 12. 12B FRYER GREASE WASTE OUTLET 1 - - - - - - - - - - 8'-0 REFER TO NOTE 12. 15A BAG -IN -BOX CONDUIT - SOURCE FOR 15C 1 - - - - - - - - - - V-0" REFER TO NOTE 15. 15B BAG -IN -BOX CONDUIT - SOURCE FOR 15D 1 - - - - - - - - - - 1'-0" REFER TO NOTE 15. 15C BAG -IN -BOX CONDUIT - DESTINATION FOR 15A 1 - - - - - - - - - - 0'-8" REFER TO NOTE 15. 15D BAG -IN -BOX CONDUIT - DESTINATION FOR 15B 1 - - - - - - - - - - 0'-8" REFER TO NOTE 15. 19 HAND SINKS 3 1/2 1/2 - 1/2 1/2 - 1'-8" 1-1/2 2 - V-8 REFER TO NOTE 19. 20 3 COMPARTMENT SINK 1 3/4 3/4 - 3/4 3/4 - 1'-2" 2 - 4 FS-1 REFER TO NOTE 20. 22 PRE -RINSE SPRAY ASSEMBLY 1 3/4 3/4 - 1/2 1/2 - 1'-2" - - - - WASTE GOES TO ITEM 20. 23A SINK WITH PRE -RINSE SPRAY ASSEMBLY (WITHOUT DISPOSER) 1 3/4 3/4 - 1/2 1/2 - V-2" 2 - 4 FS-1 CONNECT WASTE TO GREASE INTERCEPTOR. 23B <NOT USED> 0 - - - - - - - - - - - CONNECT WASTE TO SANITARY (NOT TO INTERCEPTOR). 24 <NOT USED> 0 - - - - - - - - - - - REFER TO NOTE 24. REFER TO ITEM 23B FOR WASTE. 25 DISHWASHER 1 - - - - 3/4 - - 2 - 4 FS-1 HW FED FROM #26. REFER TO NOTE 25. 26 BOOSTER HEATER 1 - 3/4 - - 3/4 - 1' 2" - - - - FEEDS HW TO #25. REFER TO NOTE 26. 30 EYEWASH STATION 1 1/2 1/2 - 1/2 1/2 - V-8" 1-1/4 2 - 2'-0 REFER TO NOTE 30. 33 JANITORS CHEMICAL SYSTEM 1 1/2 1/2 - 112 1/2 - 4'-0" - - - - REFER TO NOTE 33. 63 CUSTARD MACHINE FAUCET 1 1/2 - - 1/2 - - - - - - - VERIFY REQUIREMENTS WITH FEC. REFER TO NOTE 63. 63A CUSTARD MACHINE DIPPERWELL 1 112 - - 1/2 - - 1'-6"' 1-1/2 - 3 0'-3 VERIFY REQUIREMENTS WITH FEC. 65 <NOT USED> 0 - - - - - - - - - - - 66 ICE MACHINE AND BIN -FILTERED 1 - - 1 - - 1/2 5'-6" (3) 3/4 - 3 0'-3 FED FROM FILTER. REFER TO NOTE 66. 66A <NOT USED> 0 - - 1 - - 3/8 - - - - - FED FROM FILTER. REFER TO NOTE 66A. 75 <NOT USED> 0 - - - - - - - - - - - 80A COLD PAN/REFRIGERATOR 1 - - - - - - - 1 - 3 0'-8" REFER TO NOTE 80A/B. 80B SOUP WELL 1 - - - - - - - 1 - 3 0'-8" REFER TO NOTE 80A/B. 80D HANDSINK (FUTURE) 1 1/2 1/2 - 1/2 1/2 - V-2" 2 2 - V-4" REFER TO NOTE 80D. 84 COFFEE MAKER - FILTERED 1 - - 1/2 - - 1/4 2'-4" - - - - FED FROM FILTER. RI FEEDS #84 & #98. REFER TO NOTE 84. 94 <NOT USED> 0 - - - - - - - - - - - 96 ICE AND SODA DISPENSER - FILTERED 1 - - - - - 3/8 - (2) 3/4 - 3 0'-8" FED FROM #97. REFER TO NOTE 96. 97 CARBONATOR - FILTERED 1 - - 3/4 - - 1/2 1'-2" - - - - FED FROM FILTER. FEEDS DISPENSER #96. REFER TO NOTE 97. 98 ICED TEA BREWER - FILTERED 1 - - 1/2 - - 1/4 2'-0" - - - - FED FROM #84 RI. REFER TO NOTE 98. 103 ICE AND SODA DISPENSER - FILTERED 1 - - - - - 3/8 - (2) 3/4 - 3 0'-8" FED FROM #104. REFER TO NOTE 103. 104 CARBONATOR - FILTERED 1 - - 3/4 - - 1/2 1'-2" - - - - FED FROM FILTER. FEEDS DISPENSER #103. REFER TO NOTE 104. (PLUMBING A. MOUNTING ELEVATIONS LISTED ON ROUGH -IN SCHEDULE ARE TO THE CENTER LINE OF THE ROUGH -IN. ALL DIMENSIONS ARE FROM ROUGH FRAMING OF WALLS AND FLOORS. B. WHERE POSSIBLE, ROUGH -INS ARE TO BE CONCEALED IN THE WALL AND STUBBED OUT AT THE ELEVATION INDICATED. C. WHERE AN INDIRECT WASTE IS SPECIFIED, THE CONTRACTOR IS TO CENTER THE DRAIN PIPING TERMINATION OVER THE CENTER OF THE RECEPTOR WITH AIR -GAP OR AIR -BREAK PER STATE AND LOCAL CODES. D. UNLESS INDICATED OTHERWISE, INDIRECT DRAIN RECEPTORS ARE TO BE DRAIN PIPE FROM TRAP UP THROUGH FLOOR AND CABINET TO ELEVATION INDICATED. SEAL DRAIN PIPING PERIMETER AT FLOOR PENETRATION AT AT CABINET PENETRATION. E. PROVIDE ALL WATER SUPPLY AND DRAIN LINES,'DRAIN FITTINGS, FLOOR DRAINS, VALVES, TRAPS, UNIONS, TAILPIECES, PRESSURE REDUCING VALVES, CHECK VALVES, SHOCK ABSORBERS, AND PVC CONDUIT FOR BEVERAGE AND REFRIGERATION LINES AS REQUIRED. PROVIDE GREASE TRAPS OR INTERCEPTORS SIZED PER CODE TO HANDLE LISTED VOLUMES AS INDICATED ON PLUMBING/MECHANICAL DRAWINGS. F. INSTALL ALL FAUCETS, SPRAY UNITS, LEVER WASTE DRAINS, VACUUM BREAKERS, CHECK VALVES, FLOW CONTROL VALVES, TROUGH WATER INLETS, WATER FILTERS, STRAINERS, PRV VALVES, AND T/P GAUGES FURNISHED BY THE FEC/KEC AND AS INDICATED IN THE MECHANICAL SCHEDULES. EXPOSED PIPING AND FIXTURES SHALL NOT SHOW TOOL MARKS. HORIZONTAL PIPING ELEVATION IS TO BE 0'-6" AFF MINIMUM. ALL EXPOSED PIPING ABOVE 34" AFF. IS TO BE CHROME PLATED. G. COORDINATE BEVERAGE MACHINE PLUMBING REQUIREMENTS WITH EQUIPMENT PROVIDERS. ODSERVICE EQUIPMENT CONTRACTOR (FEC) N A. FEC IS TO FIELD VERIFY ALL ROUGH -IN LOCATIONS AT AN EARLY DATE TO ENSURE CORRECT PLACEMENTS AND QUANTITIES. FEC IS TO NOTE ANY CHANGES AND SUBMIT TO THE ARCHITECT AND CONSULTANT FOR APPROVAL. B. FEC IS TO COORDINATE WITH PC ON EXISTING EQUIPMENT PLUMBING REQUIREMENTS. UGH -IN SCHEDULE NOTES: 1. DRAINS FROM COOLER & FREEZER COILS TO INDIRECT DRAIN ARE TO BE COPPER PIPE AND COMPLY WITH ALL APPLICABLE CODES. LOCATE EVAPORATOR DRAIN TRAPS OUTSIDE OF THE COOLER AND FREEZER. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL HEAT TAPE ON FREEZER DRAIN PIPING. SEAL ALL PLUMBING PENETRATIONS THRU WALK IN COOLER/FREEZER WALL AND CEILING PANELS. 12. 3/4" SCH 40 BLACK STEEL PIPE IN WALL PROVIDED BY PC; REFER TO DRAWING AND ISOMETRICS. 15. 6" PVC CONDUIT PROVIDED BY PLUMBING CONTRACTOR FOR FOR BIB LINES ONLY WITH 36 INCH CENTERLINE RADIUS 90 DEGREE LONG SWEEP ELBOWS UP TO INDICATED ELEVATION. PC IS TO VERIFY ALL REQUIREMENTS W/ SODA SUPPLIER. 19. TEMPERATURE -ACTUATED MIXING VALVE IS TO BE FURNISHED BY FOOD EQUIPMENT CONTRACTOR AND INSTALLED BY PLUMBING CONTRACTOR. 20. PLUMBING CONTRACTOR IS TO PROVIDE FS-1 FLOOR SINK AND ARRANGE AS AN INDIRECT WASTE RECEPTOR. PLUMBING CONTRACTOR IS TO PROVIDE BRANCH CONNECTION FROM FIXTURE HOT WATER SUPPLY TO THE SANITIZING SYSTEM. SANITIZING SYSTEM IS FURNISHED & INSTALLED BY CHEMICAL SUPPLIER. 23A. N/A 24. PLUMBING CONTRACTOR IS TO INSTALL DISPOSER, SOLENOID, VACUUM BREAKER, FLOW CONTROL VALVE, AND DISPOSER ACCESSORIES FURNISHED BY OTHERS. 25. PLUMBING CONTRACTOR IS TO PROVIDE FS-1 FLOOR SINK AND ARRANGE AS AN INDIRECT WASTE RECEPTOR. EXTEND FS-1 DISCHARGE PIPE DOWN 24 INCHES BEFORE TRAP. PLUMBING CONTRACTOR TO PROVIDE 3/4" 140F HOT WATER SUPPLY FROM BOOSTER HEATER #26. PLUMBING CONTRACTOR IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. 26. REQUIRES 110 DEGREE F MINIMUM SOFT HOT WATER TO INLET. PLUMBING CONTRACTOR TO INSTALL TWO TEMPERATURE/PRESSURE GAUGES, PRESSURE REDUCING VALVE, AND PRESSURE RELIEF VALVE PROVIDED BY FEC. PLUMBING CONTRACTOR IS TO PROVIDE BRANCH CONNECTION FROM INLET HOT WATER SUPPLY TO THE CHEMICAL FEED SYSTEM PROVIDED BY OTHERS. REFER TO PLUMBING ISOMETRIC DIAGRAMS. 30. EYE WASH STATION FURNISHED BY OTHERS & INSTALLED BY PLUMBING CONTRACTOR. 33. CHEMICAL SYSTEM IS FURNISHED BY THE CHEMICAL SUPPLIER. PLUMBING CONTRACTOR IS TO PROVIDE MIXING VALVE IF REQUIRED BY CHEMICAL SUPPLIER. HOT AND COLD WATER SUPPLIES ARE TO BE LOCATED DIRECTLY ABOVE JANITOR SINK. CHEMICAL SYSTEM HW AND CW SUPPLIES ARE TO BE BRANCHES FROM MOP SINK HW AND CW PIPING; PROVIDE 3/4" FEMALE GARDEN HOSE CONNECTION AND SHUT OFF VALVE FOR EACH. REFER TO PLUMBING ISOMETRICS. 63. PROVIDE CW FOR OPTIONAL FAUCET ON CUSTARD MACHINE WITH BRANCHES FROM DIPPERWELL #75 PIPING. IF FAUCET OPTION IS NOT PROVIDED WITH THE MACHINE, CAP THE BRANCHES FOR FUTURE. IF FAUCET IS PROVIDED, PROVIDE SHUTOFF VALVES AND CONNECT TO THE MACHINE. 66. CW SUPPLY IS TO BE FROM FILTER SYSTEM. VERIFY REQUIREMENTS WITH FEC. 66A. CW SUPPLY IS TO BE FROM FILTER SYSTEM. DRAINS TO HUB DRAIN SHARED WITH #103. VERIFY REQUIREMENTS WITH FEC 80A/B. PLUMBING CONTRACTOR TO PROVIDE A DRAIN SHUT-OFF HANDLE MOUNTED UNDER THE CABINET BEHIND THE DOOR. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. EXTEND EQUIPMENT DRAIN TO BUILDING DRAIN. 80D. IF SINK OPTION IS NOT SELECTED BY OWNER, PLUMBING CONTRACTOR TO PROVIDE CAPPED WATER AND DRAIN ROUGH -IN CONNECTIONS AT INDICATED ELEVATIONS. 84. CW SUPPLY FROM FILTER SYSTEM #64. THIS ROUGH -IN ALSO FEEDS ICED TEA BREWER #98. PLUMBING CONTRACTOR IS TO INSTALL BACKFLOW PREVENTER. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. 96. ICE AND SODA DISPENSER CW IS TO BE FED FROM CARBONATOR #97. PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTER. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. 97. CW IS TO BE FED TO CARBONATOR #97 FROM FILTER SYSTEM #64. CARBONATOR FEEDS ICE AND SODA DISPENSER #96. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. r 98. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. 103. ICE AND SODA DISPENSER CW IS TO BE FED FROM CARBONATOR #104. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. r 104. SUPPLY FROM FILTER SYSTEM #64. PC IS TO VERIFY ALL EQUIPMENT PLUMBING REQUIREMENTS. DRIVE-THRU 0 LEFT SIDE SEE SITE PLAN FOR REAL NORTH ORIENTATION Q RIGHT SIDE MAIN ENTRY ti O N 0 Z M 9 Q U) W _ M O C/) co M U b� > J Cn LLI LL Q > cl s O w o a) ZCDNU U � J E CD J_ 1 2 N rn CU 2 Cc LU (D Cl) ca m LLI 1= :3 0.) 0� LLJULO > rn 00 S; m J Y UUJ z 3. J r- fC 'a a V7 -= C C O o7'"_0 a U cn F- 0 LLI F- 0 Q z H Q g co a Lu = CU w�.�0)m zz r`r` O N C m co 72 L'? U? J (m Lo Lo JO N -v-- -r-- O L0 m co co 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. V O W 0 D r1/ > LLJ 0 U Lu Qf ♦0 v W ) ~ o N co Q z rn Q cu O LL CL 2017-054 P 103 SECTION 224200 - FIXTURES 1. GENERAL A. PROVIDE 4 COPIES OF SHOP DRAWINGS TO THE ENGINEER/ARCHITECT FOR APPROVAL B. ALL FIXTURES SHALL BE EQUIPPED WITH TRAPS AND WITH STOPS ON EACH SUPPLY. 2. MATERIALS A. CHINA AND ENAMELED FIXTURES: BRIGGS, AMERICAN STANDARD, KOHLER, ELJER, CRANE, MANSFIELD, GERBER, UNIVERSAL RUNDLE OR EQUALS ARE ACCEPTABLE. B. SINKS: DAYTON, ELKAY, BRASS -CRAFT (CARLTON), POLARWARE, GERBER, MANSFIELD, AMERICAN STANDARD OR EQUALS ARE ACCEPTABLE. C. FAUCETS AND FITTINGS: MOEN, AMERICAN STANDARD, KOHLER, BRADLEY, CRANE, ELJER, DELTA, VALLEY, MANSFIELD, OR EQUALS ARE ACCEPTABLE. D. FIXTURE DESCRIPTION (1) WATER CLOSET (WC-1): TOTO USA TETILA32#CP - COMMERCIAL SELF POWERED HYDROELECTRIC FLUSH VALVE SYSTEM.1.28 GPF. ADA COMPLIANT. TOTO USA TETILA32#CP - COMMERCIAL SELF POWERED HYDROELECTRIC FLUSH VALVE SYSTEM.1.28 GPF. ADA COMPLIANT. (2) WATER CLOSET (WC-2): TOTO USA TETILA32#CP - COMMERCIAL SELF POWERED HYDROELECTRIC FLUSH VALVE SYSTEM.1.28 GPF. ADA COMPLIANT. TOTO USA TETILA32#CP - COMMERCIAL SELF POWERED HYDROELECTRIC FLUSH VALVE SYSTEM.1.28 GPF. ADA COMPLIANT. (3) URINAL (UR-1): TOTO USA UT104E#01 - COMMERCIAL WALL HUNG LOW CONSUMPTION WASHOUT URINAL. INCLUDE THU3017 SIS DRAIN COVER. ADA COMPLIANT. TOTO USA TEUILA12#CP - COMMERCIAL SELF POWERED HYDROELECTRIC FLUSH VALVE SYSTEM. 5 GPF. ADA COMPLIANT. (4) VANITY TOPS (L-1): WILSONART SOLID SURFACE, WITH INTEGRAL BV-1410 SINK BOWL TO BE PROVIDED BY THE GENERAL CONTRACTOR. SLOAN OPTIMA PLUS ELECTRONIC HARD -WIRED ETF-600-B TEMPERED FAUCET WITH BDM MECHANICAL MIXING VALVE, AND CAST BRASS CHROME OFFSET STRAINER AND P-TRAP. (5) LAVATORY (L-2): TOTO USA LT307#01 - WALL MOUNTED LAVATORY W/ WALL SUPPORT PLATE. TOTO USA TL363SD#CP - SINGLE HANDLE FAUCET, POLISHED CHROME FINISH. INCLUDE A METAL POP-UP WASTE ASSEMBLY. NO SUBSTITUTIONS. ANY CHANGES TO MEET LOCAL CODES NEED TO BE APPROVED BY CULVER FRANCHISING SYSTEM, INC. (6) LAUNDRY UNIT (LU-1): OATEY #38658, INCLUDE 2" DRAIN. (7) SLOP SINK (JMB-1): MOLDED CRUSHED STONE IN POLYESTER RESIN MOP SERVICE SINK. MUSTEE MODEL #63M. INCLUDE #782-VB CHICAGO FAUCET WITH WATTS 8AC VACUUM BREAKER-BACKFLOW PREVENTER AND HOSE. (8) FLOOR DRAINS (FD-1): CONCRETE FLOORS. SIOUX CHIEF 832-PNR SERIES STANDARD COMPLETE ASSEMBLY WITH ROUGH -IN DRAIN AND POLISHED METAL RING AND STRAINER. NO SUBSTITUTIONS. (9) FLOOR SINK (FS-1): JAY R. SMITH 3101 WITH SEDIMENT BUCKET AND 3/4" GRATE. (10) GREASE TRAP: 1,500 GALLON CAPACITY WITH TWO MAINTENANCE ACCESS WAYS AND LOCKING COVERS. (11) ROOF DRAIN (RD-1): JAY R. SMITH #1015Y04-R-C-AD CAST IRON BODY, SUMP RECEIVER, UNDER DECK CLAMP AND ALUMINUM DOME. (12) ROOF DRAIN (RD-2): JAY R. SMITH #1015Y06-R-C-AD CAST IRON BODY, SUMP RECEIVER, UNDER DECK CLAMP AND ALUMINUM DOME. (13) WALL HYDRANT (HB-1): WOODFORD MODEL 67 BACKFLOW PROTECTED, AUTOMATIC DRAINING FREEZELESS HYDRANT. (14) PLUMBING CONTRACTOR TO INSTALL THE FOLLOWING OWNER SUPPLIED EQUIPMENT: 7. SINK FAUCET 19. HAND WASH SINK 22/23. PRE -WASH 25. PUBLIC DISHWASHER 26. BOOSTER HEATER 31. EYE WASH STATION (1) SUPPLIES, STOPS, AND TRAPS: ALL EXPOSED WATER AND WASTE PIPING, VALVES, TRAPS AND ESCUTCHEONS IN CONNECTION WITH FIXTURES SHALL BE BRASS, HEAVILY CHROME PLATED. ALL PIPING AT WALLS SHALL HAVE WALL PLATES. (2) CLEANOUTS (A) IN FLOORS: SIOUX CHIEF 834-ANR SERIES COMPLETE ASSEMBLY WITH ROUGH -IN CLEANOUT AND ROUND POLISHED METAL RING AND COVER. NO SUBSTITUTIONS. IN WALLS: SIOUX CHIEF 20 GAUGE STAINLESS STEEL WALL PLATES. (B) PROVIDE CLEANOUT PLUG AT BASE OF EACH DRAIN STACK AND EACH CHANGE OF DIRECTION OF DRAIN LINE. INSTALL FLUSH WITH FLOOR. (16) WATER METERS: SHALL MEET THE APPROVAL OF THE WATER DEPARTMENT AND COMPLYING WITH AWWA SPECIFICATIONS, SIZE AS SHOWN ON THE DRAWINGS. METERS ARE FURNISHED BY MUNICIPALITY. CONTRACTORS TO PROVIDE FITTINGS. (17) REDUCED PRESSURE ZONE BACKFLOW PREVENTER; WATTS SERIES 909 QT-S-2"M1. (18) HOT WATER TEMPERATURE CONTROL VALVE: WATTS SERIES 1170. (19) WATER PRESSURE REDUCING VALVE: WATTS SERIES U5B E. PLUMBING EQUIPMENT (1) GAS WATER HEATER: PHOENIX PH130-80 SEALED COMBUSTION, 80 GALLON STORAGE, 44,000-130,000 BTU/HR INPUT MODULATION AS MANUFACTURED BY HEAT TRANSFER PRODUCTS. PROVIDE WITH 2" CONCENTRIC SIDEWALL VENT KIT AND 6 YEAR EXTENDED WARRANTY. (2) THERMAL EXPANSION TANK: FLEXCON WH-18, 4.5 GALLON POTABLE WATER EXPANSION TANK WITH 3/4" DIAMTER TAP. (3) HOT WATER RETURN PUMP: LAING MODEL SMT-303-B,1115 HP,115 VOLT SINGLE PHASE, 2 GPM AGAINST 5' HEAD. INCLUDE TIME CLOCK. (4) WATER SOFTENER: HELLENBRAND MODEL H151-90-1.5 WITH MICROPROCESSOR REGENERATION CONTROL. (5) EYEWASH ACCESSORIES: POWERS ES150 BMN50W TEMPERING MIXING VALVE MEETING ASSE 1071 AND WATTS U513 OR U5BLP PRESSURE REDUCING VALVES FOR HOT AND COLD SUPPLY INLETS. (6) BOOSTER PUMP: DURAMAC 170400035PC2 19. EXECUTION A. ALL FIXTURES SHALL BE SECURELY FASTENED TO WALL OF FLOOR CONSTRUCTION. ALL FIXTURES AND ACCESSORY TRIM SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. B. MOUNT SILL COCKS 18" ABOVE GRADE, WITH VALVE SEAT ON WARM SIDE OF INSULATION. C. INSTALL HOT WATER HEATER AND WATER SOFTENER. END OF SECTION 224200 PLUMBING FIXTURE SCHEDULE BASED ON 5TH EDITION (2014) FLORIDA BUILDING CODE (PLUMBING) ITEM No DESCRIPTION QTY FIXTURE UNITS PER ITEM TOTAL FIXTURE UNITS WATER SUPPLY (WSFU) WASTE (DFU) WATER SUPPLY (WSFU) SAN (DFU) FOOD (DFU) HOT COLD TOTAL HOT COLD TOTAL 1B WALK-IN COOLER EVAPORATOR DRAIN 1 - - - 0.5 - - - 0.5 - 2B WALK-IN FREEZER EVAPORATOR DRAIN 1 - - - 0.5 - - - 0.5 - 7 WORK TABLE / SINK 1 3 3 4 3 3 3 4 - 3 13 WASHER/DRYER (LU-1 WALL BOX) 1 1 1 1.4 3 1 1 1.4 3 - 19 HAND SINKS 3 1.5 1.5 2 1 4.5 4.5 6 - 3 20 3 COMPARTMENT SINK 1 3 3 4 3 3 3 4 - 3 22 PRE -RINSE SPRAY ASSEMBLY 1 3 3 4 - 3 3 4 - - 23A SINK WITH PRE -RINSE SPRAY ASSEMBLY (WITHOUT DISPOSER) 1 2 2 3 3 2 2 3 - 3 23B SINK WITH PRE -RINSE SPRAY ASSEMBLY (WITH DISPOSER) 0 24 DISPOSER (OPTIONAL) 0 - - - - - - - - - 25 DISHWASHER 1 - - - 6 - - - - 6 26 BOOSTER HEATER 1 3 - 3 - 3 - 3 - - 30 EYEWASH STATION 1 0.5 0.5 1 1 0.5 0.5 1 1 - 32 MOP SINK 1 2.25 2.25 3 2 2.25 2.25 3 - 2 33 JANITORS CHEMICAL SYSTEM 1 0.5 0.5 0.7 - 0.5 0.5 0.7 - - 63 CUSTARD MACHINE FAUCET 1 - 1.5 1.5 - - 1.5 1.5 - - 63A CUSTARD MACHINE DIPPERWELL 1 - 0.5 0.5 1 - 0.5 0.5 - 1 . 65 BUILT-IN COLD PAN 0 - - - - - - - - - 66 ICE MACHINE AND BIN - FILTERED 1 - 3 3 5 - 3 3 5 - 66A ICE MACHINE FOR SODA DISPENSER - FILTERED 0 - - - - - - - - - 75 CUSTARD DIPPING CABINET 1 - - - - - - - - - 80 REFRIGERATED S/S BACKCOUNTER 1 - - - - - - - - - 80A COLD PAN/REFRIGERATOR 1 - - - 2 - - - 2 - 80B SOUP WELL 1 - - - 2 - - - 2 - 80D HANDSINK (FUTURE) 1 1.5 1.5 2 1 1.5 1.5 2 1 - 84 COFFEE MAKER - FILTERED 1 - 0.5 0.5 - - 0.5 0.5 - - 94 DRIVE UP COUNTER SINK 0 - - - - - - - - - 96 ICE AND SODA DISPENSER - FILTERED 1 - - - 1 - - - 1 - 97 CARBONATOR - FILTERED 1 - 0.5 0.5 - - 0.5 0.5 - - 98 ICED TEA BREWER - FILTERED 1 - 0.5 0.5 - - 0.5 0.5 - - 103 ICE AND SODA DISPENSER - FILTERED 1 - - - 1 - - - 1 - 104 CARBONATOR - FILTERED 1 - 0.5 0.5 - - 0.5 0.5 - - WC-1/2 (T) WATER CLOSET - PRESS ASSIST FLUSH TANK 0 - - - - - - - - - WC-1/2 (V) WATER CLOSET- FLUSH VALVE 4 - 10 10 4 - 40 40 16 - L-1/2 LAVATORY 5 1.5 1.5 2 1 7.5 7.5 10 5 - UR-1 URINAL 1 - 5 5 2 - 5 5 2 - FD-1 (D) FLOOR DRAIN (3" DOMESTIC SERVICE) 4 - - - 2 - - - 8 - FD-1 (F) FLOOR DRAIN (3" FOOD SERVICE) 6 - - - 2 - - - - 12 HB-1/2 HOSE -BIB 3 - 3 3 - - 9 9 - - EASIWASH 04- - - - - - - - - - TOTALS 31.8 89.8 103.1 48 33 TOTAL WASTE DFU: 81 DOMESTIC COLD WATER - RISE O REDUCED PRESSURE PRINCIPLE BACKFLOW / PREVENTER W/ STRAINER, VALVES AND AIR GAP DRAIN. DEVICES TO BE CERTIFIED PER IEPA REQUIREMENTS. (TYPICAL) NOTE: ENTIRE INSTALLATION MUST WATER METER WITH REMOTE COMPLY WITH STANDARDS OF READOUT. COORDINATE WITIi� THE LOCAL UTILITY AND LOCAL MUNICIPALITY \ MUNICIPALITY. BALL VALVE WATER SERVICE INSTALLATION SCALE: NONE CW - RISE FROM UF. UNION EXCAVATED TRENCH WIDTH 1 D PIPE 10 M1�5 WIDTH MI�:5 D Bc D MAX. MAX. 10 • 0 o. ° po 0 O o o 0000 000•0 0 0.Oo p 00 0 0 0° ° °C>' 0op ° 0 °00 D O a o O ° �• o • 0 0 o Q00 0 O•C c 0 0 0 00 00000 0 po 0 0 '_ 0 0 0 ° .0 Q0 0 o°UA p a 0�% D o o p 0 00 o•000o.op00 00 FINAL BACK OR PAVING BACKFILL NOTE: SEE PLAN FOR SURFACE CONDITIO GRASS OR LANDSCAP AREAS H=12"MIN. PIPE ZONE MECHANICALLY COMPACTED BE FOUNDATION IF REQUIRED TO MAINTAIN A DRY LEGEND-uivur0 i ur%DCU EARTH TRENCH Bc = OUTSIDE PIPE DIAMETER H = BACKFILL COVER ABOVE TOP OF PIPE D = INSIDE PIPE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE INCLUDING HUBS, BELLS, MECHANICAL JOINTS, ETC. NOTES: 1. FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS, THE TRENCH SHOULD BE OVER -EXCAVATED A MINIMUM OF 6" AND REFILLED WITH GRANULAR MATERIAL. 2. MECHANICALLY COMPACT BACKFILL TO APPROX. 95% STANDARD PROCTOR IN PAVED OR TRAFFIC AREAS AND 90% IN LAWN AREAS. PIPE BEDDING DETAIL CONCRETE OR ASPHALT SURFACES - BY GENERAL CONTRACTOR SLOPE WALLS TO ANGLE OF REPOSE OF SOIL OR TO MEET OSHA REQUIREMENTS MECHANICALLY COMPACTED BACKFILL PIPE BEDDING INITIAL BACKFILL (EXTENSION OF BEDDING) MECHANICALLY d NGLINE JCHING = 0.5 D SCALE: NONE WITH CONCRETE TOPPING I WITHOUT CONCRETE TOPPING MIN. CONCRETE TOPPING I ,-FINISHED FLOOR CONCRETE T- - I I FLOOR "I. -- %1% CONCRETE UNDERGROUND: FLOORi 2" MIN. - ABOVE GROUND: WATERPROOFING SUPPORT AT THIS POINT MEMBRANE. EXTEND MIN. 12" FROM DRAIN IN ALL DIRECTIONS / EXTEND WATERPROOFING MEMBRANE INTO SEEPAGE J PAN & SECURE WITH (� CLAMPING COLLAR. TRAP \ / ABOVEGROUND: PROVIDE UNDER DECK CLAMP ON THIN SLAB INSTALLATIONS OF 5" OR LESS FLOOR DRAIN DETAIL SCALE: NONE CLAMP-C v ` ROOF DRAIN DETAIL SCALE: NONE 'ASSIVIIIINITI rION ;K 236" 272" NEENAH #R-6462-GH (P6462-220) LETTER TO STATE "GREASE INTERCEPTOR"- #4 REBAR 6" O.0 MIN. 4' 24^ E/W AS SHOWN 24" SEE NOTE 2 I- 2" MIN 4"0 SANITARY TEE - t. &UL TOP UNCAPPED (TYP.) INLET INVERT INLET 6" MIN 6" MIN �-OUTLET INVERT 2"MIN (LIQUID LEVEL) 1/3 LL I LIQUID LEVEL (LL) 42"5 LL 572" 0/2 LL 1/3 LL ` - 6" PLUMBING CONTRACTOR TO VERIFY ALL DIMENSIONS WITH JOB SITE INVERT ELEVATIONS. BEFORE ORDERING GREASE BASIN. 1,500 GALLON GREASE BASIN DETAIL SCALE: NONE SIZING FORMULA FOR RESTAURANTS a. The minimum effective capacity of a grease interceptor serving a restaurant with seating shall be equal to C, where C= S x GS x (HR/12) x LF where, S = Number of seats in dining area Gallons of waster water per seat (Use 25 gallons for restaurants GS = with china dishes and/or automatic dishwasher) (Use 10gallons for restaurants with paper or baskets and no dishwashers) HR = Number of hours restaurant is open LF Loading Factor (Use 2.00 interstate highway; 1.50 otherfreeways; = 1.25 recreational area; 1.00 main highway; 0.75 other highway) This project: S =102 GS =10 Single Service Restaurant HR =12 Open 10am-10pm LF =1 Main Highway C =1.020 Use 1,500 gallon grease interceptor. EXTERIOR GREASE INTERCEPTOR NOTES: 1. THE TANK MUST"COMPLY WITH PARTS 5 & 6 OF ASTM STANDARD c1613. THE NAME OF THE TANK MANUFACTURER, THE LIQUID HOLDING CAPACITY, AND COMPLIANCE WITH ASTM c1613 FOR TANK CONSTRUCTION MUST BE PERMANENTLY AFFIXED TO THE TANK. 2. THE INTERCEPTOR MUST BE PROTECTED FROM FREEZING BASED ON INSTALLATION DEPTH AND SOIL TYPE. THE LANDSCAPE MUST BE BERMED TO DIVERT RUN-OFF. THE TANK MUST BE PROTECTED TO PREVENT LOADING THAT MAY LEAD TO STRUCTURAL COLLAPSE. 3. THE TANK MUST BE READILY ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. THE MATERIAL USED IN PIPING TO THE INLET OF THE TANK MUST COMPLY WITH BUILDING DRAIN REQUIREMENTS. THE TANK OUTLET PIPING MAY COMPLY WITH BUILDING SEWER MATERIALS, UNLESS THE OUTLET PIPING REENTERS THE BUILDING. IN SUCH CASES, MATERIALS SHALL BE APPROVED FOR BUILDING DRAIN. THE INLET AND OUTLET PIPES MUST BE CONNECTED TO THE TANK WITH A SEALED FLEXIBLE JOINT TO ACCOMMODATE PIPE MOVEMENT. A CLEANOUT MUST PROVIDED ON THE DISCHARGE LINE FROM THE INTERCEPTOR. 5. THE TANK AND BAFFLE DESIGN MUST ALLOW FOR CONTINUOUS CIRCULATION OF AIR THROUGHOUT THE TANK. PROVIDE 3"0 VENT INTO BUILDING - SEE PLUMBING PLANS. 6. INSPECTION PIPES LOCATED ABOVE THE BAFFLESITEES AND A MANHOLE MUST BE PROVIDED. THE MANHOLE COVER MUST BE LOCKED IN PLACE; MARKED WITH WARNING TO NOT ENTER WITHOUT PROPER EQUIPMENT; AND TO BE PROVIDED WITH A LABEL IDENTIFYING THE VESSEL AS THE EXTERIOR GREASE INTERCEPTOR. 7. AFTER INSTALLATION, THE TANK MUST PASS A MANOMETER TEST WITH 1 INCH OF WATER COLUMN FOR 5 MINUTES, OR A VACUUM TEST WITH 2 INCHES OF MERCURY FOR 60 MINUTES. THE GREASE INTERCEPTOR MUST BE INSPECTED AT LEAST ONCE EVERY 3 MONTHS, AND MUST BE PUMPED AND CLEANED REGULARLY. THE RECORDS OF THE INSPECTION MUST BE KEPT FOR AT LEAST 3 YEARS. 8. INTERCEPTORS LOCATED IN TRAFFIC AREAS SHALL BE DESIGNED TO WITHSTAND AN AASHTO-H2O44 WHEEL LOAD. ti CD N Z CM Q U) LU or _ M 0 Cn cu M 0 J U) LU QD LL Q Vj J 0 i U - >, 4- C � CU LU N O ZCD N0 E CD J 1 = aD ca m 0- EM a N 07 0 c LU �o o� uu U w rn QS (D J W de CL Y rn Q >, z 3. L ttE O cn N a- U FCf)- U LLI H Q z IX (Do F_ °? C:)c Lu co = l- z C D) (L Of C CD EN W - M z r� r- Q o U) Ln v7 , r J O N � Lo O u7 m 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. UJ J O Z v J (D z v )N J_ 00 C� G Q � w J a- 0 2017-054 P201 0 � r r __4 1 11 111 1 11.11 1- V L-1 \ 1.5 CSFU \ / 1.5 HSFU / UR-1 5 CSFU / 0 HSFU \ MIXING VALVE & ANGLE — SHUTOFF VALVES. REFER TO SPEC FOR MIXING VALVE SCHEDULE (TYP L-1) SHOCK ARRESTOR AND PRESSURE VACUUM BREAKER AT 12" BOVE SPILL LINE. (TYP) ANGLESF kI HB-1 0 IWS 3 CWS SHUT OFF ABOVE CEILING\ (TYP) HB-1 0 M-8 3CWS IN, I psi \ \ / 3/4" CW \ 19 1.5 CSFU / \ .5 HSF \ MIXING VALVE 8Y OTHERS NW (2 $FIJy \ \ 42/ / C1.5CSFU U \ 19 / 0.5 CSFU 1.5 CSFU \ 0 HSFU .5 HSF I \ \ MIXING VALVE \ / 32 (JMB-1) 2.25 CSFU 2.25 HSFU / / BY OTHERS G / \ " p \ A ) 6 ,4 � � CALIBRATED BALANCING VALVE (TYP) / \ "G� 11 ' Cyy a \ N \ UNION (TYP) i \� (3CSF 6 Nil ��'BALL VALVE (TYPBALL ISOLATION� / VALVES ABOVE / 7 G� 61ACCESSIBLE 3 CSFU G$FU \ \ SUSPENDED CLG / 3 HSFU I-,loll2�'25 if y �46 (10,25 NSF sow I� / CW 22 20 loA3 CSFU >y 3 CSFU �• / 3 HSFU I 3 HSFU I 1.5 CSFU \ 1.5 HSFU �$FU ' WATTS SERIES LF009 LEAD FREE 25 " 'I \ \ (FUTURE) „NyVI% $FU ) NW V � PREVENTER.ESSUREBACKFLOW / 13(LU_1) 1 CSFU 1 114" 1.1)� HYDRO II MODEL 847 CHEMICAL 11 HSFU DISPENSER WITH ATMOSPHERIC (42 S 5 N VACUUM BREAKER AT 12" ABOVE SPILL l CSFU \SFU / 23 LINE COMPLYING WITH ASSE STD 1055. / U 2 CSFU \ �H' HSFUSUPPLIED BY OTHERS, INSTALLED BY 1:. PLUMBING CONTRACTOR \ \ �3 314" tN N \ 1,11ki �<3/4 " 26 3/4" LAUNDRY WASHER WALL BOX ) �W NW PROVIDE SHOCK ARRESTORS AND PRESSURE 3��„ I�V►I \ VACUUM BREAKERS 12" BOVE SPILL LINE. z 25 WC-1 / / SEE CHEMICAL FEED AND _ VI 10 CSFU / DISHWASHER DIAGRAM f 0 HSFU / I THIS SHEET SHOCK ARRESTOR AND " )Id (� N$F y UM GSF WATTS U5BLP PRESSURE V '/ 19 BREAKER AT 12PRESSURE U BOVE 3j3 �/ " 13/ REDUCING VALVE. FIELD ADJUST 1.5 CSFU / G UNDER FULL FLOW CONDITIONS 5 HSF {nP) LINE. �{J (TYP) 0.5 CSSFU MIXING OTHERSE WATTS SERIES LF009 LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER. (TYP) REFER TO SPEC FOR BRADLEY S19-2000 TEMPERING — PRESSURE REDUCING MIXING VALVE MEETING ANSI Z358, AND MIXING VALVES SURFACE MOUNTED ABOVE SUSPENDED CEILING. .5 HSFU Y STRAINER (TYP) SOLENOID VALVE (TYP) ATMOSPHERIC VACUUM BREAKER $ TO DISHWASHER $ (ITEM 25) 25 0 CSFU 3 HSFU TO CHEMICAL FEED FOR DISHWASHER (ITEM 25) ATMOSPHERIC VACUUM BREAKER AT 12" ABOVE SPILL LINE; WATTS 288ASC-Z6 MEETING ASSE STD 1001. E3 PRESSURE GAUGE (BY FSEC) PRESSURE REDUCING VALVE (BY FSE 26 II �" / TEMPERATURE & PRESSURE RELIEF VALVE WITH OVERFLOW PIPING (BY FSEC) EQUIPMENT ABOVE THIS LINE IS TO BE SUPPLIED BY OTHERS & INSTALLED BY PLUMBING CONTRACTOR. CHEMICAL FEED DISHWASHER DIAGRAM SCALE: NONE TERMINATE VENT 18" ABOVE PARAPET ELEVATION. PAINT TO MATCH BUILDING. IF VENT CANNOT BE ABOVE PARAPET ELEV, MAINTAIN 18" BETWEEN VENT AND INTAKE RISERS. TERMINATE INTAKE 12" MINIMUM ABOVE ROOF AND/OR SNOW ELEVATION AND 12" MINIMUM SEPARATION FROM VENT TERMINAL. PAINT TO MATCH BUILDING. 2" PVC OR CPVC WATER HEATER VENT AND COMBUSTION AIR INTAKE WITH OFFSETS AS REQURED, INSTALL PER HEATER MANUFACTURER INSTRUCTIONS AND LOCAL CODE. WATER ISOMETRIC - SCALE: SCALE : NONE METER FOR LANDSCAPE WATERING SYSTEM WATERING SYSTEM DESIGN BY LANDSCAPE CONTRACTOR. PIPING TO 5'-0" OUTSIDE BUILDING BY PLUMBING CONTRACTOR. ROZ FACTORY INSTALLED T&P RELIEF VALVE. CAPPED 3/4" MALE GARDEN HOSE FTG 1-1/2" WATER METER-3 FURNISHED BY UTILITY, INSTALLED BY PLUMBING CONTRACTOR DOUBLE DETECTOR CHECK '\ BACKFLOW PROTECTION VALVE RISER FOR SPRINKLER SYSTEM. DOUBLE DETECTOR CHECK VALVE TO BE PROVIDED BY SPRINKLER CONTRACTOR, INSTALLED BY PLUMBING CONTRACTOR. SPRINKLER SYSTEM DESIGNED BY OTHERS IN SEPARATE SUBMITTAL. COORDINATE SIAMESE HOSE CONNECTION LOCATION WITH FIRE DEPARTMENT; MAINTAIN 1-0" CLEAR TO ALL OBSTRUCTIONS. WO $ERvIGE 2° �jA O CV Z co Q U) 04 W � O M co 0 Ej� > J U) W CD LL Q U m — � C L1J CU C O ZC� NU U � J E v� g J J L rn c d LLB a�i N U) ca a� =rn ►w-- N� LU U (D rn o W Y rn Q >, Z Oo2S�1--� L U)cC,4 CL 0 U) H- U LLl H 2 U Z Of Q g .r CO CID F- )v o WU) CD X z a� N a LL W M O O CV L1JC75.6mrn = I, Z :2 (Dti ti Q:;B q-311� �U)-2u?an J CO N ��- � O u7 m 00 00 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. ) U_/ o_ �.LJ > Ir O U) V ti o _z N M W " tC 2017-054 P301 SCH 40 3"0 LONG — SWEEP 90 TO 6" AFF. WATTS SS009 STAINLESS STEEL REDUCED PRESSURE BACKFLOW PREVENTER WITH STRAINER AND ATMOSPHERIC VENT; FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR (TYP FOR #97) A A/A" M ITT% FILTERED WATER ISOMETRIC GAS PRESSURE REGULATOR BY M.C. REGULATOR MUST BE ADJUSTABLE AND MUST HAVE A MINIMUM OF 1-1/2" OUTLET. VERIFY GAS PRESSURE OUT TO ITEMS 51-60. GAS PRESSURE REGULATOR TO BE A MINIMUM OF 120" AWAY FROM EQUIPMENT. MAINTAIN 1-1/2" PIPE SIZE TO EQUIPMENT DROPS. KEEP ELBOWS TO A MINIMUM. VENT REGULATOR TO ROOF AND PROVIDE GOOSENECK AND SCREEN. DO NOT REDUCE VENT SIZE AND KEEP ELBOWS TO A MINIMUM. (CONTRACTOR TO VERIFY IF REQUIRED) MECHANICAL SHUTOFF VALVE FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR (32 FT) CUNO FILTER - DP290 FURNISHED BY OTHERS, INSTALLED BY PLUMBING CONTRACTOR. WATTS SERIES LF009 LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER. BOOSTER PUMP & TANK FURNISHED BY PEPSI, INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR TO PROVIDE 3/4" UNION TYPE FITTINGS ON BOTH SIDES OF BOOSTER PUMP, SPACED 18" APART. BOOSTER PUMP TO BE EQUIPPED WITH LOW PRESSURE CUTOFF SWITCH. 2" (5 FT) I GAS PIPING IN TRUSS SPACE SHUTOFF VALVE (TYP) UNION (TYP) 3/4" (12 FT) REDUCER/INCREASER AS REQ'D FOR EQUIPMENT CONNECTION (TYP) TO WATER HEATER, (11.5 FT) 130 MBH INPUT 3/4" (2 FT) BLACK GAS PIPING IN WALL BY GAS 1" (4 FT) PIPING CONTRACTOR. ALL PIPING IN WALL TO BE WELDED. GAS PRESSURE REGULATOR (TYP) VENTED TO ROOF 1" (7 FT) SEDIMENT TRAP (TYP) SHUT-OFF VALVE BY GAS PIPING CONTRACTOR. QUICK DISCONNECT COUPLER, FLEX GAS HOSE & RESTRAINING CABLE BY OTHERS. TYPICAL AT ITEMS 51 & 60. GENERAL NOTES: 1. ALL GAS PIPING TO BE SCHEDULE 40 BLACK STEEL AND MEET THE NATIONAL FUEL GAS CODE, NFPA 54 OR INTERNATIONAL FUEL GAS CODE AS SPECIFIED BY LOCAL JURISDICTION. 2. GAS PIPING SHUT OFF VALVES AND DRIP LEG TO BE FURNISHED AND INSTALLED BY GAS PIPING CONTRACTOR. 3. EXHAUST HOOD SUPPLIER TO PROVIDE MECHANICAL FIRE / FUEL GAS SHUT-OFF VALVE ON GAS LINE TO 51 (GRIDDLE) & 60 (FRYERS) WHICH WILL CLOSE WHEN ANSUL SYSTEM IS ACTIVATED. VALVE INSTALLATION BY GAS PIPING CONTRACTOR. 4. FOOD SERVICE EQUIPMENT CONTRACTOR (FEC) TO FURNISH REGULATORS FOR EQUIPMENT THAT REQUIRE PRESSURES BELOW 7" W.C. 5. THE FEC TO FURNISH ALL SPECIFIED FLEX GAS HOSES TO THE GAS PIPING CONTRACTOR FOR INSTALLATION, AS INDICATED IN THE SPECIFICATIONS AND ON THE M.E.P. SCHEDULE SHEETS. ERE GAS PIPING ISOMETRIC SCALE: NONE 1" (12 FT) UTILITY GAS SERVICE METER AND GAS PRESSURE — REGULATOR 715 MBH @ 2 PSI CAP FOR PRESSURE TESTING I I GAS SHUTOFF VAL (TYP) �I BUILDING EXTERIOR WALL PENETRATION (TYPICAL) LABEL SHUTOFF VALVE "BUILDING GAS SUPPLY" CAP FOR PRESSURE TESTING 10 X PIPE DIAMETER ABOVE MINIMUM GROUND �� ANODELESS RISER (TYPICAL FOR ABOVE GROUND PORTION OF POLYETHYLENE PIPING) UNDER / `-- UTILITY UNDERGROUND GROUND NATURAL GAS SERVICE 4" SAN TO SANITARY SEWER REFER TO CIVIL DRAWINGS FOR CONTINUATION 3"x4" VTR O CN �I v 4" GR TO 1,500 GALLON GREASE INTERCEPTOR REFER TO CIVIL DRAWINGS FOR CONTINUATION 3"x4" VTR Y_ l 1 m M l3" VENT FROM GREASE INTERCEPTOR REFER TO CIVIL DRAWINGS OR CONTINUATION USE (2) - 45" ELBOWS TO OBTAIN PROPER PITCH. (TYP ALL) �— HOLD THIS FITTING AS CLOSE TO CEILING AS POSSIBLE I� OIL 3/4" BLACK IRON PIPING INSIDE GREASE HOLDING TANK "APE INSTALLED BY CONTRACTOR PER I� I INSTRUCTIONS FROM MANUFACTURER. 12a O J IQNOTE: ALL OVERHEAD Q PIPING TO BE WITHIN CONDITIONED SPACE. J -I FRYER WASTE OIL PIPING ISOMETRIC B5 )SCALE: NONE T'X4" VTR I I I WALL WASTE ISOMETRIC SCALE: NONE SC( 8" STOR SEWER, REFER' DRAWIN CONTIN E4 STORM DRAIN ISOMETRIC SCALE: NONE F gpN Lu ti O N 0 Z �- O M Q U) H U)LLJ 04 d4 M O coU) Clio b� > J U) L U (D L.L. Q J 75 y 0- 0 U m L_ w o z(DNU U J N J J_ L _ (D tD 2 Ca w E CD U) H :3 rn C W 0 Ln aD m a0 �� . J Y Cf) LLI 13- Y Z � I- 70 m co 0 s U) H— W H 2 GL Q z Of 00 CID H (D o c to�, Lu to cfl .� CXa z (D .N a LL w co OOCV LU— GMCn z � a O N L? L? J 07 > LID LID O Lo m ao c0 0 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. U) UN_ orf O Lh > CW G IY O V ti Z o N M W ? c G � .� CID J � 2017-054 P302 ---1--y '.1.11, ;I II. 'II I 1 .1 1,[ I,. IA A IN INI.. 4 I II All NFIRF; IT.7 -T 51-4: -.1--Fi DIFFUSER, REGISTER, AND GRILLE SCHEDULE TAG SERVICE TYPE MATERIAL THROW FACE NECK MOUNTING MANUFACTURER/MODEL Notes SD-1 SUPPLY LOUVERED STEEL 4-WAY 24X24 SEE PLAN LAY -IN CARNES SFPA 24 2 SD-2 SUPPLY LOUVERED STEEL 2-WAY 12X12 SEE PLAN SURFACE CARNES SKSA 2 SD-3 SUPPLY LOUVERED STEEL 3-WAY SEE PLAN SEE PLAN SURFACE CARNES SKSA 2 SDA SUPPLY LOUVERED STEEL 4-WAY 12X12 SEE PLAN SURFACE CARNES SKSA 1,2 SD-5 SUPPLY PERFORATED STEEL PERFORATED 24X24 SEE PLAN LAY -IN CARNES SPRB224 2 SG-1 SUPPLY DOUBLE DEFLECTION STEEL 4-WAY SEE PLAN SEE PLAN SURFACE CARNES RTDBH 2 RG-1 RETURN SQUARE EGGCRATE ALUMINUM N/A 24X24 SEE PLAN LAY -IN CARNES RAPB 2 EG-1 RETURN LOUVERED GRILLE STEEL N/A 12X12 SEE PLAN SURFACE CARNES RTLAH 1,2 TG-1 TRANSFER LOUVERED GRILLE ALUMINUM N/A 18X18 SEE PLAN SURFACE CARNES RAAMH 2 DIFFUSER NOTES: 1. PROVIDE W/ ADJUSTABLE OPPOSED BLADE DAMPER 2. PROVIDE W/ WHITE FINISH UNLESS NOTED OTHERWISE ON PLANS. NOTES: ALL DUCTWORK TO BE LOCATED IN TRUSS SPACE WHERE POSSIBLE. SEE FRAMING PLAN. RECOMMENDED HVAC SETPOINTS: 1. DINING: HEATING 70°, COOLING 72' 2. KITCHEN: HEATING 68% COOLING 74' ALL MECHANICAL ROOF EQUIPMENT REQUIRE STRAPS TO RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. SEE STRUCTURAL PLANS FOR SPECIFICATIONS. E5 ,,.,�=V-0"� SCALE : 1/ " DRYER EXHAUST TO HOODED VALL CAP wl BACKDRAFT TAMPER. PAINT WALL CAP TO 1ATCH EXTERIOR. ti O CV Z M Q U) U)� W U) C6 M O LU N L o' U m L` 4-- - - C CU CD_ LU 0 0 ZC.7 NU E aD J � 2 N Cn L m Co CL E M N' Cn _- 0 rn N U a) LU rn Q J W a -OC C 06 0 L tnNaL) U) H U w V z F— a �CO t-2)oa) w��-= C z(D.LnaLL_ [If 0 O N LU m cn z ti ti Q O N Z> Cn -52 Lai L? J O CD 0 Lo m 00 00 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. c O N IY Z Qti J o ^ N LL 0? Um co co 2017-054 M101 GENERAL NOTES 1. DEVIATIONS FROM THE HVAC PLANS ARE THE RESPONSIBILITY OF THE HVAC CONTRACTOR & WILL NOT RESULT IN ADDITIONAL COSTS TO THE OWNER UNLESS WRITTEN CHANGE ORDERS ARE APPROVED BY THE OWNER. 2. ALL WORK TO BE PERFORMED TO STATE CODE & SMACNA GUIDELINES. 3. INSTALL UNITS ACCORDING TO MANUFACTURERS GUIDELINES. 4. PROVIDE OWNER W/ OPERATION & MAINTENANCE MANUALS & SYSTEM SCHEMATICS. 5. CONTRACTOR TO CONFIRM VOLTAGES & PHASES OF EQUIPMENT PRIOR TO INSTALLATION. 6. VERIFY ALL EXISTING CONDITIONS PRIOR TO INSTALLATION (DRAWINGS ARE DIAGRAMMATIC IN NATURE & DO NOT REFLECT EXACT LOCATIONS OF EQUIPMENT OR OTHER APPARATUSES.) 7. PROVIDE SHOP DRAWINGS TO THE ARCHITECTIDESIGNER FOR EQUIPMENT, FANS, REGISTERS, ETC. PRIOR TO PROCUREMENT. 8. PROVIDE OWNER W/COLOR CHOICES FOR SWITCHES &OTHER APPARATUSES WHERE APPLICABLE. 9. VENT OWNER WATER HEATERS AS REQUIRED. 10. VENT DRYER THRU SIDEWALL TO EXTERIOR AS REQUIRED. MAINTAIN CLEARANCE FROM INTAKES AS NOTED. 11. HANG & SUPPORT MATERIALS SHALL BE INSTALLED THE LATEST EDITION OF THE ASHRAE HANDBOOK OF FUNDAMENTALS. 12. MAINTAIN AT LEAST 10 FEET CLEARANCE FROM INTAKES OR WINDOWS ON ALL EXHAUST VENTS. 13. TEST, ADJUST, & CALIBRATE CONTROL SYSTEMS AS REQUIRED. PROVIDE SCHEMATICS / DESCRIPTION TO THE OWNER PRIOR TO INSTALLATION. 14. INSTALLER RESPONSIBLE FOR FINAL TEST & BALANCING DURING TRAINING WEEK. PROVIDE WRITTEN REPORT BY THIRD PARTY INDEPENDENT TAB CONTRACTOR. 15. HVAC CONTRACTOR TO INSTALL #2 GAS W/ 14" WATER COLUMN MAX. PER STATE CODE & AGA GUIDELINES (LABEL AS REQUIRED). 16. CONTRACTOR TO VERIFY GAS METER CAPACITY W/ LOCAL GAS SUPPLIER. 17. VERIFY W/ OWNER EXACT HEATER LOCATION TO AVOID BUILDING FUNCTION INTERFERENCE. 18. NIGHT SET BACK THERMOSTAT TO BE INSTALLED ON ALL HVAC EQUIPMENT. 19. EXHAUST FANS & FURNACE FANS TO RUN CONTINUOUSLY DURING OCCUPIED MODE. 20. REPLACE ALL AIR FILTERS PRIOR TO TURNING SYSTEM OPERATIONS OVER TO OWNER. 21. HVAC CONTRACTOR IS RESPONSIBLE FOR A COMPLETE & FULLY WORKING SYSTEM. 22. DUCT DIMENSIONS LISTED ARE NET FREE - CLEAR INSIDE DIMENSIONS. 23. VERIFY DUCT LOCATIONS PRIOR TO FABRICATION. (VERIFY LIMITED AREA FOR DUCTWORK & OTHER APPARATUSES.) 24. INSULATE DUCT WORK TO SMACNA GUIDELINES & STATE CODES. 25. INSTALL VOLUME CONTROL DAMPERS AS INDICATED ON PLANS. 26. FLEXIBLE ROUND DUCT WORK NOT TO EXCEED 6 FEET IN LENGTH. AVOID UNNECESSARY TURNS & SLACK. 27. RETURN AIR DUCT WORK TO BE LINED FOR SOUND ATTENUATION. 28. DUCT WORK TO BE STANDARD GAUGE SHEET METAL (FIBROUS DUCT NOT ALLOWED.) 29. INSULATE EXHAUST DUCT FOR EXHAUST FAN TO EXTERIOR TERMINATION. 30. COORDINATE WORK W/ GENERAL CONTRACTOR & OWNER TO MAXIMIZE CEILING HEIGHT & AVOID CONFLICTS. NATIONAL ACCOUNT PROGRAM 1. LENNOX INDUSTRIES, INC.: CONTACT CORY BARSCHDORF @ 773-383-6155 FOR ROOFTOP UNITS. 2. ACCUREX (A GREENHECK FAN CORPORATION): CONTACT CHRIS ANDERSON @ 715-551-8173 FOR KITCHEN HOODS, EXHAUST FANS, ROOF CURBS & ACCESSORIES. 3. CARNES COMPANY: CONTACT BRIAN BAKER @ 1-608-845-6411 FOR DIFFUSERS AND GRILLES. CONTROL COMPARTMENT ECONOMIZER INTAKE HOOD FRESH AIR 14" HIGH LENNOX ROOF CURB. ROOFING & COUNTERFLASHINI BY G.C. - FLEXIBLE DUCT CONNECTION ATTIC SPACE ------ SUPPORT VERT. DUCTS @ STRUCTURE & SEAL ALL OPENINGS @ ROOF FOR SOUND CONTROL. ROOF TOP UNIT MECHANICAL EQUIPMENT SPECIFICATIONS RTU-1 LENNOX LCH-240-H4BJ COMBINATION ELECTRIC HEATING & ELECTRIC COOLING ROOFTOP UNIT W/ HUMIDITROL & FACTORY UNIT MOUNTED ELECTRIC 30KW HEATER. 240,000 NOMINAL COOLING CAPACITY, 12.0 EER, 208 / 230 VOLT, 3 PHASE,100.0 AMPS MOCP (NOTIFY ELECTRICAL CONTRACTOR IF BREAKER SIZE CHANGES). BLOWER MOTOR SET FOR NOMINAL 6,375 CFM & FRESH AIR INTAKE DAMPER SET FOR MINIMUM 1,700 CFM. PROVIDE FULL ECONOMIZER, ROOF CURB, TWO STAGE CONTROL, DUCT DISCHARGE CONTROL, IN -DUCT SMOKE DETECTOR, BELT TENSIONER WITH SPARE BELT, MERV 4 FILTERS, LOOSE SHIPPED CONDENSATE TRAP, DRAIN PAN FLOAT SWITCH, COIL COATING, HONEYWELL OR EQUAL T7350 NIGHT SET BACK THERMOSTAT, AND DISCONNECT SWITCH. NO SUBSTITUTIONS. RTU-2 LENNOX LCH-240-H48J COMBINATION ELECTRIC HEATING & ELECTRIC COOLING ROOFTOP UNIT W/ HUMIDITROL & FACTORY UNIT MOUNTED ELECTRIC 30KW HEATER. 240,000 NOMINAL COOLING CAPACITY,12.0 EER, 208 1230 VOLT, 3 PHASE,100.0 AMPS MOCP (NOTIFY ELECTRICAL CONTRACTOR IF BREAKER SIZE CHANGES). BLOWER MOTOR SET FOR NOMINAL 6,075 CFM & FRESH AIR INTAKE DAMPER SET FOR MINIMUM 1,750 CFM. PROVIDE FULL ECONOMIZER, ROOF CURB, TWO STAGE CONTROL, DUCT DISCHARGE CONTROL, IN -DUCT SMOKE DETECTOR, BELT TENSIONER WITH SPARE BELT, MERV 4 FILTERS, LOOSE SHIPPED CONDENSATE TRAP, DRAIN PAN FLOAT SWITCH, COIL COATING, HONEYWELL OR EQUAL T7350 NIGHT SET BACK THERMOSTAT, AND DISCONNECT SWITCH. NO SUBSTITUTIONS. PRVA ACCUREX MODEL XRED-090-D CONDENSATE DOWNBLAST EXHAUST FAN WITH ROOF CURB AND BACKDRAFT DAMPER. 300 CFM AT .5" SP,118 HP MOTOR,115 VOLTS, SINGLE PHASE, FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE. NO SUBSTITUTIONS. PRV-2 ACCUREX MODEL XRUB-161XP-15 KITCHEN FAN UPBLAST EXHAUST FAN W/ CLEAN -OUT PORT, MOUNTED HINGE BASE, & AUTO (ITEM #49) BELT TENSIONER, SPARE BELT, & ROOF CURB W/ VENTED CURB EXTENSION. 1,500 CFM AT 2.3337" SP,1.5 HP MOTOR, 208 VOLTS, THREE PHASE FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE. NO SUBSTITUTIONS. PRV-3 ACCUREX MODEL XRUB-141-7 KITCHEN FAN UPBLAST EXHAUST FAN W/ CLEAN -OUT PORT, MOUNTED HINGE BASE, & AUTO BELT (ITEM #59) TENSIONER, SPARE BELT, & ROOF CURB WI VENTED CURB EXTENSION. 1,500 CFM AT 1.00" SP, .75 HP MOTOR, 208 VOLTS, THREE PHASE. FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE. NO SUBSTITUTIONS. EF-1 ACCUREX MODEL XCR-B80 CEILING EXHAUST FAN, SPEED CONTROL & MODEL WC-4 HOODED WALL CAP. PAINT WALL CAP TO MATCH EXTERIOR FINISH. 75 CFM AT .125" SP,115 VOLT, SINGLE PHASE. FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE. NO SUBSTITUTIONS. ITEM #49A GRIDDLE EXHAUST HOOD - ACCUREX MODEL XGEP-FB-5.33S 64"X26"X36" HIGH, TYPE 1 HOOD, LOW PROXIMITY WI FLUE BYPASS. 1,500 CFM AT 2.337" SP,12"X12" DUCT COLLAR. INCLUDES THE T INTEGRAL AIR SPACE ON BACK OF HOOD & AN ADDITIONAL 3" REAR FILLER PANEL. STAINLESS STEEL WHERE EXPOSED, W/ GREASE GRABBER TWO -STAGE FILTRATION SYSTEM. 26" HIGH ENCLOSURE PANELS, FRONT, LEFT AND RIGHT SIDES. GREASE TROUGH SHALL BE PITCHED TO THE LEFT END OF THE HOOD. HOOD SHALL BE UL 710 LISTED, NSF CERTIFIED, BUILT IN ACCORDANCE WITH NFPA 96, AND SHALL CONFORM TO ALL PREVAILING LOCAL CODE REQUIREMENTS. NO SUBSTITUTIONS. ITEM #59A FRYER EXHAUST HOOD -ACCUREX MODEL XXEP-FB-6.91-S 83"X26"X36" HIGH, TYPE 1 HOOD, LOW PROXIMITY W/ FLUE BYPASS. 1,500 CFM AT 1.0" SP,12"X12" DUCT COLLAR. INCLUDES THE 3" INTEGRAL AIR SPACE ON BACK OF HOOD & AN ADDITIONAL T REAR FILLER PANEL. STAINLESS STEEL WHERE EXPOSED, W/ HIGH EFFICIENCY GREASE FILTERS. 26" HIGH ENCLOSURE PANELS, FRONT, LEFT AND RIGHT SIDES. GREASE TROUGH SHALL BE PITCHED TO THE RIGHT END OF THE HOOD. HOOD SHALL BE UL 710 LISTED, NSF CERTIFIED, BUILT IN ACCORDANCE WITH NFPA 96, AND SHALL CONFORM TO ALL PREVAILING LOCAL CODE REQUIREMENTS. NO SUBSTITUTIONS. CONTROLNOTES NOTE: KITCHEN HOODS SUPPLIED AND INSTALLED BY HVAC CONTRACTOR 1. WIRE RTU-1, RTU-2 TO SHUT -DOWN & EXHAUST HOOD FANS TO CONTINUE TO RUN UPON ACTIVATION OF THE ANSUL SYSTEM. 2. WIRE RTU-1 & RTU-2 TO SHUT -DOWN UPON ACTIVATION OF ANY IN -DUCT SMOKE DETECTOR. 3. OCCUPIED MODE: FANS IN RTU #1 & 2, EXHAUST FANS PRV #1, 2, & 3 AND EF #1 TO RUN CONTINUOUSLY. 4. UNOCCUPIED MODE: FANS IN RTU #1 & 2 TO RUN ONLY WHEN COOLING OR HEATING IS CALLED FOR. TEST & BALANCE NOTES 1. ACCUREX WILL PROVIDE BALANCED AIRFLOW & FUNCTIONAL CHARACTERISTICS OF THE HVAC SYSTEM AS THEY RELATE TO AIRFLOW & AIR PRESSURE ONLY. SERVICES TO BE PREFORMED BY A CERTIFIED NEBB FIRM & ITS MANAGING GROUP NATIONAL TAB. 2. SERVICES NOT INCLUDED, PULLEY / SHEAVE CHANGES, MOTOR CHANGE OUTS, OR RETURN TRIPS DUE TO DELAYS CAUSED BY JOB INCOMPLETENESS. AIR BALANCE TABLE EXHAUST AIR FLOW EQUIPMENTTAG SERVICE CFM PRV-1 PRV-2 PRV-3 EF-1 RESTROOMS ITEM #49 ITEM #59 MOP ROOM 375 1,500 1,500 1 75 TOTAL= 1 3,450 VENTILATION REQUIRED PER FLORIDA BUILDING CODE (2014) MECHANICAL EQUIPMENTTAG SERVICE CFM RTU-1 RTU-2 DINING ROOM KITCHEN 1,393 108 TOTAL = 1,501 3,450 > 1,501-> USE 3,450 CFM FOR OUTSIDE AIR CFM OVERALL AIRFLOW SUMMARY EQUIPMENTTAG SERVICE ISUPPLYCFM RETURN CFM OUTSIDEAIRCFM RTU-1 RTU-2 DINING ROOM KITCHEN 6,150 1 6,150 4,450 4,400 1,700 1,750 TOTAL OUTSIDE AIR CFM = 3,450 WEATHERPROOF DISCONNECT BY ELECTR. CONTR. G - GAS PIPING BY HVAC CONTR. TRANSITION DUCT TO CURB OPENING. SEAL OPENING BETWEEN R.A.U. & CURB PER MANUF. SPEC. - ROOF LINE AIR FLOW MIN. SOUND BATT IN -DUCT SMOKE DETECTOR SD `- INSTALL ORANGE WIRE FOR DUCT UPON ACTIVATION: DISCHARGE TEMP. SENSOR 1. SHUT DOWN BOTH ROOF -TOP HVAC UNITS 2. ACTIVATE A VISIBLE & AUDIBLE ALARM IN THE DRIVE-THRU SERVICE AREA. ROOFTOP HVAC UNIT A6SCALE: N.T.S. NOTE: L=1/4W (4" MIN.) COOKING APPLIANCE I TYPE 1 HOOD INTERLOCK 1. REMOTE SWITCH ON - POWER TO KITCHEN FAN CONTROL CENTER (KFCC) 2. KFCC CONTROLS: a) EXHAUST FANS PRV-2 (GRILLE) & PRV-3 (FRYERS) ARE STARTED. b) OPENS OUTSIDE AIR INTAKE ON RTU-1 & RTU-2 TO MINIMUM FRESH AIR OPENING. c) POWER TO OUTLETS #51 (GRILLE) & #60 (FRYERS). 3. GRILLE & FRYER CAN BE STARTED. 4. IN CASE OF FIRE: a) SHUNT TRIP BREAK FOR GRILLE & FRYERS OUTLET TRIPS. b) ANSUL SYSTEM IS ACTIVATED. c) THE MECHANICAL GAS VALVES CLOSES. d) SHUT DOWN RTU-1 & RTU-2 & CLOSE OUTSIDE AIR. e) EXHAUST FANS PRV-2 & PRV-3 CONTINUE TO RUN. GREASE HOOD FIRE SUPPRESSION SYSTEM WET -CHEMICAL EXTINGUISHING SYSTEMS SHALL BE INSTALLED, MAINTAINED, PERIODICALLY INSPECTED AND TESTED IN ACCORDANCE WITH NFPA 17AAND THEIR LISTING. BELT DRIVE UPBLAST CENTRIFUGAL ROOF EXHAUST FAN GREASE CUP BY HVAC CONTRACTOR PREFINISHED VENTED CURB EXTENSION PREFINISHED ROOF CURB ROOF TRUSSES - SEE STRUCTURAL PLANS UNI-STRUT OVER 2 1/2"0 THREADED TYPE 1 EXHAUST HOOD - HOOD TO BE 18 GA. (0.48") STAINLESS STEEL. ADJUSTABLE FLUE BYPASS DAMPERS UL CLASSIFIED TWO -STAGE FILTRATION SYSTEM 3" REAR FILLER PANEL 3" INTEGRAL FILLER PANEL , REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH HINGED BASE WI RESTRAINT CABLE AND LOCKING HASP 2" (2) LAYERS QIf "3M FIRE BARRIER DUCIT WRAP 6' 12X1216 GA. BLACK STE WELDED WATERTIGHT CEILING ADAPTER LL a FLUE HEAT SHIELD / OVERHANG END CAP KITCHEN HOOD EXHAUST DETAIL C3SCALE: N.T.S. VERIFY MOUNTING HEIGHTS W/ OWNER AND GENERAL CONTRACTOR VOLUME DAMPER FLEX DUCT MAIN SUPPLY DUCT 0*0 BRANCH DUCT TAKEOFF DETAILS C6SCALE: N.T.S. LENNOX SETTINGS FOR CULVERS KITCHEN UNIT PARAMETER 3.01 HEAT DELAY NEEDS TO BE SET TO "DISABLED". CONTROL PARAMETER 3.01=0 PG. 92 ECONOMIZER DIP SWITCHES A56 (EM1) NEED TO BE SET TO "GLOBAL" MODE. 1=ON 2=OFF (PG. 5 FIG 8) ECONOMIZER MIN POSITION POTENTIOMETER NEEDS TO BE DETERMINED AND SET BY AIR BALANCER. (PG. 52 FIG 33) BOTH THE THERMOSTAT AND THE HOOD FANS MUST BE TIED INTO TB1 TERMINAL 8&9 FOR OCC/UNOCC CONTROL. FRESH AIR TEMPERING (HEATING) CONTROL PARAMETER 6.20=160 "-55F" (KITCHEN IS USUALLY IN COOLING MODE) (PARAMETER 6.20 PG 99; X CHARTS PG 109) DINING ROOM UNIT PARAMETER 3.01 HEAT DELAY NEEDS TO BE SET TO "DISABLED". CONTROL PARAMETER 3.01=0 PG. 92 ECONOMIZER DIP SWITCHES A56 (EMI) NEED TO BE SET TO ECONOMIZER TYPE PURCHASED/INSTALLED. 1=? 2=? (PG 5 FIGURE 8) ECONOMIZER MIN POSITION POTENTIOMETER NEEDS TO BE DETERMINED AND SET BY AIR BALANCER. (PG 52 FIGURE 33) THE THERMOSTAT MUST BE TIED INTO TB1 TERMINAL 8&9 FOR OCC/UNOCC CONTROL FRESH AIR TEMPERING (HEATING) CONTROL PARAMETER 6.20=142 "68F" (ROOM NEUTRAL) (PARAMETER 6.20 PAGE 99; X CHARTS PAGE 109) OTHER PARAMETERS THAT WE DIDN'T SET, BUT ARE PART OF START-UP: ROOM SET POINT REMOTE SENSOR OPERATION TEMP DEADBANDS CHECK FOR CORRECT OPERATION AND WIRING OF ALL SENSORS. Tea ; I0�,0 .�EKES Brie �� � 01 0�3 I' - - - - - TO J113 # I I THEN TO IMC BOARD RELAYS FIELD SUPPLIED] r- - - - - - - - - 4V - - - - -- +� r�r1OL(1'siT 1 1 1 - RELAY I cm TO TEJ34 € R TB35# Z' (Uluri AGROUND) J. EX FK3 SLIER RELAY }40T a COIL T3 I3Le7`EFI Z LL MOTOR W O SIGNAL: FROM EXHAUST FIELD PROVIDED AND INSTALLED'1� WIRING FiCIGi�'�i§1EP3 [T-'I� ON FACTORY"WI€ NIG r+ OTE a i; EX RELAY AND WIRING PRONi4IDED AND INSTALLED BY THE MECHANICAL WNTRACTOR. a 2, WIRING FROM EX RELAY CONTACTS TO THE OOiL OF THE I w :BLOWER CL1FN TA.C1"4' R11 MUST LAND ON THE SAME SIDE AS m THE WIRE MARKED J1 ` 3 # 11. CCsNlTACTS FROM KITCHENEXI- NJST FAN STARTER ENERGIZE OPERATOR COIL CI= A FIELD W PROVIDED AND FIELD INSTALLED RELAY- THE RELAY CONTACTS ARE USEL'tr'. TO MAKE. 2Q AND BREAK THE OCCUPIED SIGNAL BETWEEN TERMINALS 8 AND 9, ON TBI , AND INSURE KD BLOWER IS ENERGIZED, CREATING TI IE CLIPIE€3 OaAL.L WILL MADE THE ECONOMIZER MINIMUM POSI'TIONER TI'a+E, THEREBY MEETING FRESH AJR REQUIREMENTS., E00NOMIZER WILL MODULATE DAMPERS BEYOND, MINIMUM POSITIONS SETTING, WHEN € UTIJOOR AIR IS DEEMED SUITABLE FOR COOING. DAMPERS WILL MODULATE TO TARGET 55 DEG F (DEFAULT) 0130HARt'E AIR TEMPERATURE WHEN PRCtVDING FREE tOOOLING. THE VELOCITY RATED SIDE OF LINER MUST FACE AIR FLOW DUCT SECTION (TYPICAL 4FT. OR 5FT.) LINER ADHERED TO THE DUCT WITH 90% MIN. AREA COVERAGE MAX. SPACING FOR FASTENERS ACTUAL INTERVALS ARE APPROXIMATE ULVERIS EXHAUST :FAN: INT) RLOCK FOI%'�TORES WITHOUT INICP CC'sNTRO LEER rLAPPED AND BUTTED CORNER F ALL TRANVERSE EDGES TO BE COATED WITH ADHESIVE -ALTERNATE FOLDED CORNER VELOCITY DIMENSIONS A B C D 0-2500 FPM 3" 12" 4" 18" 2500-6000 FPM 3" 6" 4" 18" DUCT LINER INSTALLATION DETAIL L- V SCALE : N.T.S. DUCT NOTE: USE ONLY O�VERTICAL OPFROM RTU TO WITHIN 9'-10" A.F.F., DUCT LINER WILL NOT BE PERMITTED ON ANY HORIZ. RUNS. ti N 0 Z M Q v , � W LO W M O M bf > J f5 w CD L.L Q 5 cl W 0 z(D NU U m J E N J J L 2 N CA ca a-0 Ca NE W z, N ca r W = O O w U Lo rn > O �?�C7-_J Y W IY d Y rn Q >, O cnc("Do- U °�) H U L11 H C-� Z H 00 H- � c:)CU WCn W= N z (D .N a LL Of O O CV W U) .� 0) CSC Z- ti ti Z Q O N CA :2 L,? Ln J O (!± r r O U-) m 00 Q1 ©OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. v ) Q F_ UJ 0 w 0 W Ln W ' J 0 UJ ti U o � ) CV V p? ,U � T 1 2017-054 M201 i i I I' Ii i'i TTni I iI'I'i 4,I: ItlIY 1 211111 It in _I.IIFI It I I P i I I, f 1111 7itl TI ENCLOSURE PANEL INSTALLATION DETAIL FASTEN TO WALL HARDWARE BY OTHERS 5116" BOLTS e OD TOP PROVIDED BY MANUFACTURER HOOD HANGING HEIGHT FOR FIRE SYSTEMS VERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.) IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES. ❑ RECOMMENDED HANGING HEIGHT = 60" FROM FINISHED FLOOR TO LOWER FRONT EDGE OF HOOD. OTHER HANGING HEIGHT = " FROM FINISHED FLOOR TO LOWER EDGE OF HOOD. HOOD HANGER BRACKET DETAIL FOR BACKSHELF HOODS THREADED ROD (1l2") TYPICAL HANGER 14.4 BRACKET 0 WASHER 0. HANGER o BRACKET oco• "O 112" NUT 3.6 3.6 TYPICAL Hoop SECTION LENGTH HANGING METHOD GENERAL DRAWING NOTES Verify building entry conditions or limitations for equipment access to space. Verify type and height of finished ceiling and if hood(s) may extend above finished ceiling (if required). Seismic installation and bracing of equipment is by others. Greenheck will not accept liability for problems that result from sub -standard installation. Including field electrical wiring that deviate from supplied diagrams, jobsite conditions (ductwork, fuel types and structural conditions) that GFC has not been notified of at the time of ordering. Or use of this equipment other than that for which it is designed. It is the responsibility of the purchaser to hire qualified personnel for installation and start-up of all equipment. Installation and start-up information is shipped with all equipment via the Installation, Operation and Maintenance Manual (IOM), also included is a troubleshooting guide. Have all start-up info available prior to any warranty claims and/or factory technical support. VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code. BOCA, uniform mechanical code, international mechanical code, and southern building conference. See national evaluation report #436 for allowable values, and/or conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within -5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for waterwash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. PROPRIETARY INFORMATION NOTICE This document is and contains confidential trade secret information of the company and remains property of the company and is to be returned upon request. Neither it nor information is contains may be reproduced or disclosed to persons not having a need -to -know consistent with the purpose of the loan document without written permission. 2.0 Exhaust Duc Suggested Roof Opening Hinged Base Vented Roof Curb Extension ADAPTER ROOF CURB MARK: PRV-2 TOP VIEW 28.9 Dia. ff22 FRONT VIEW 32.0 � 32.0 64.0 MARK: ITEM #49 PLAN VIEW MARK: ITEM #49 ELEVATION VIEW 29.8 19.4 1.8 34.6 15.3 FOOD SERVICE EQUIPMENT #49 3.01 1- � NEicenc NTiN TANK ANSUL R102 FIRE SYSTEM MARK: FS FOR GRILL HOOD PIPE & CONDUIT BY ANSUL DISTRIBUTOR TEMPERATURE PROBE MUST USE WITH MAGIKITCH'N MODEL M KG-C-60 VERIFY MAGIKITCHEN OR ANETS GRILL 60" MAGIKITCH'N GRIDDLE FLUE ADAPTER MAGIKITCH'N MKG-C-60 GRIDDLE FLUE ADAPTER MOUNTING INSTRUCTIONS HOLES TO LINE-UP FLUE ADAPTER FOR WITH THREADEED HOLES MAGIKITCH'N MKG60 GRIDDLE IN BACK OF GRIDDLE PROVIDED BY ACCUREX MAG MKG601 LOOSEN 2 SCREWS EACH SIDE OF FLUE ADAPTER AND SLIDE ANGLES BACK TO OPEN SLOT ON EACH SIDE TO SLIDE OVER GRIDDLE BACK. ADAPTER FURNISED AND INSTALLED BY HVAC CONTRACTOR BEFORE TIGHTENING THE SCREWS ON THE SIDE OF THE FLUE ADAPTER, PUSH THE SIDE ANGLE TIGHT TO THE BACK OF THE GRIDDLE AND INSTALL (2)Ya"-20 SCREWS ON EACH SIDE. THEN TIGHTEN THE SCREWS ON THE SIDE TO HOLD THE FLUE ADAPTER TO THE GRIDDLE. DRAWING DETAILS FOR KFCC WIRING DIAGRAM ON SHEET 2 I 28805C 4.0 ADJUSTABLE FLUE BYPASS DAMPERS REMOVABLE GREASE CUP W/ 12.0 CONCEALED GREASE TROUGH 36.0 99.0 FLUE ADAPTER EXHAUST CHAMBER 2.0 61.0 ABOVE 8.0U0 L FINISHED FILLER NS � FLOOR 3-INTEG (k FILLER FLUE HEAT CONSTRUCTION COMPLIES WITH NFPA 37.0 SHIELD 96 ADAPTER A FLUE A GRILLANDFLUEDAPTER Thank you for your interest in Accurex ADAPTEMUST BE PUSHED TIGHT TO MARK: ITEM #49 HOOD FOR PROPER OPERATION SUBMITTAL Please return one approved print to your Greenheck Representative including signature, date, SECTION VIEW and answers to all submittal "verify" notes and questions. Fabrication will not begin until after approved drawings are received. ❑ APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ REJECTED - REVISE AND RESUBMIT SIGNATURE DATE EQUIPMENT SCHEDULE TYPE 1 KITCHEN HOOD MARK: ITEM#49 HOOD DIMENSIONS GREASE HOOD ACCUREX MODEL CUP OR HOOD TEMP. TOTAL SECTION SECTION NO. STYLE / CONFIGURATION LENGTH WIDTH HEIGHT DRAIN RATING WEIGHT LOCATION XGEPS.33S TOP 23 IN. FRONT 12 IN. 600 136.0 1 SINGLE WALL EXHAUST ONLY LOW 64 IN. RIGHT DEG F LBS. SINGLE BOT 8 IN. BACK 36 IN. PROXIMITY ILLUMINATION DETAILS GREASE FILTRATION DETAILS HOOD N0. FIXTURE TYPE QTY INTENSITY TYPE / MODEL QTY LENGTH HEIGHT BULB /LAMP INFO FT CANDLES MATERIAL 1 NONE NA 0/0IN.00 GREASE GRABBER 4 161N. i61N. 0 20 IN. STAINLESS STEEL EXHAUST PLENUM COLLARS HOOD SECTION # DISTANCE WIDTH LENGTH DIAMETER VOLUME S.P. P. VELOCITY COLLAR# TO END (IN.) (IN.) (IN.) (IN.) (CFM) (IN. (FT/MIN) 1/1 32 12 1 12 NA 1500 1.918 1500 TOTAL EXHAUST CFM - SECTION 1 1500 - 281 CFM I FT OPTIONS AND ACCESSORIES 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED Wl OUT EXHAUST FIRE DAMPER - UL #R25625 BACK NON -INTEGRAL AIR SPACE - 3 IN WIDE 26 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) THIS HOOD IS PART OF A TEMPERATURE INTERLOCK CONTROL SYSTEM INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH EMBOSSED STAINLESS STEEL FINISH FOR HIGH CORROSION RESISTANCE EQUIPMENT SPECIFIC S/S FLUE ADAPTER SPECIAL DESIGN REQUESTS SDR #K1100145 - FLUE BYPASS HOOD FIRE SUPPRESSION SYSTEM MARK: FS FOR GRILL HOOD MANUFACTURER I MODEL FLOW DETECTION MOUNTING SUPPRESSANT TYPE POINTS SUPPLY LINE ANSUL R-102 6 UTILIZED CONTINUOUS FUSIBLE LINK RIGHT END REMOTE WET CHEMICAL 11 AVAILABLE MOUNTED FULL INSTALLATION (INCLUDES PRE -PIPED HOOD(S) WITH DETECTION AND FACTORY COORDINATED INSTALL) CHROME SLEEVES FOR FACTORY PROVIDED APPLIANCES DROPS - INCLUDED SUPPRESSION AGENT - INCLUDED - 3 GAL. - [(1) 3 TANK(S)) GAS VALVE - INCLUDED - MECHANICAL SHUTOFF VALVE, SUPPLIED UP TO 2" REMOTE PULL STATION - STANDARD - INSTALLATION AT SINGLE POINT OF EGRESS METAL BLOW -OFF CAPS - INCLUDED FIRE SYSTEM PERMIT - REQUIRED - FEE INCLUDED 360"F. FUSIBLE LINK OR AS TESTED AND INSTALLED BY LOCAL INSTALLER PER UL MANUAL FIRE SYSTEM PROTECTED HOOD(S) (UL-300) (MARK NAME 1 SECTION#) GRILL HOOD SECTION 1- (LENGTH 64.0 IN.) - LOW PROXIMITY HOOD - GREASE GRABBER FILTRATION SYSTEM Belt Drive Upblast Centrifugal Roof Exhaust Fan MARK: PRV-2 Qty Accurex Volume SP FRPM Operating Weight Motor Information Size (hp) V/C/P Encl: RPMr Windings FLA Model (CFM) (in wg) Power (hp) (Lb.) 1 XRUB-161XP-15 1500 2.337 2379 1.24 127 1.5 208/60/3 OF 1725 1 6.6 OPTIONS AND ACCESSORIES UL/cUL 762 Listed - "Power Ventilators for Rest. Exh. Appliances" Switch, NEMA-1, Toggle, Junction Box Mounted & Wired Curb Extension, VCE-22-G15.25 Hinged Base (Attached) Curb Seal (Attached) Clean -out Port Grease Trap with Drain Connection (PN 851973) Heat Baffle (Attached) Beatings with Grease Fittings, L10 life of 100,000 hrs (1-50 avg. fife 500,000 hrs) CURBGI ADAPTER-22x22 REV j DESCRIPTION i DATE j*&ACCUREX DRAWN BY "" EGO DATE 0112311 SUPERSEDES ENG. REF. TITLE C U LVER'S MASTER TEMPLATE SCALE 1 24 CAD DRAWING NO. C28805A III Ir- N 0 Z CM Q U) co LU� COctf 0 (n co 0 bf > J U) LU 2 LL Q / = CL O LU O O Z0 N0 L U J E N U) J 2 N ca ca 2 � C CU N a) 2.1 2 Co LU F-- M N o LU U L rn a- o)- �G 3: Cn J W a Z Orf LO 6 tIE O cnNd0-5 U) F- U LU I_ U Q Z a �.r00 N _O LU = CU Z (.N a ILL Of O CV LU .__ 0)M Cl)=, i_z Z = 2 Q o 0) J CD _2! Lo LC) J O (D O Lo m cc) c0 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. U) Q U) o LU F 0 Q O 0 06 i LU LUCD J Q N 0 00 QL 1 CA _■ U o U) 2017-054 M202 ENCLOSURE PANEL INSTALLATION DETAIL FASTEN TO WALL HARDWARE BY OTHERS 5/16" BOLTS PROVIDED BY GFC CLAMPS HOODTOP PROVIDED BY MANUFACTURER HOOD HANGING HEIGHT FOR FIRE SYSTEMS VERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.) IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES. ❑ RECOMMENDED HANGING HEIGHT = 60" FROM FINISHED FLOOR TO LOWER FRONT EDGE OF HOOD. ❑ OTHER HANGING HEIGHT = "FROM FINISHED FLOOR TO LOWER EDGE OF HOOD. HOOD HANGER BRACKET DETAIL FOR BACKSHELF HOODS THREADED ROD (1l2') TYPICAL HANGER 14.4 BRACKET WASHER � p HANGER BRACKET c �� ,o 12°NUT 3.6 3.6 TYPICAL HOOD SECTION LENGTH HANGING METHOD GENERAL DRAWING NOTES Verify building entry conditions or limitations for equipment access to space. Verify type and height of finished ceiling and if hood(s) may extend above finished ceiling (if required). Seismic installation and bracing of equipment is by others. Greenheck will not accept liability for problems that result from sub -standard installation. Including field electrical wiring that deviate from supplied diagrams, jobsite conditions (ductwork, fuel types and structural conditions) that GFC has not been notified of at the time of ordering. Or use of this equipment other than that for which it is designed. It is the responsibility of the purchaser to hire qualified personnel for installation and start-up of all equipment. Installation and start-up information is shipped with all equipment via the Installation, Operation and Maintenance Manual (IOM), also included is a troubleshooting guide. Have all start-up info available prior to any warranty claims and/or factory technical support. VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code. BOCA, uniform mechanical code, intemational mechanical code, and southern building conference. See national evaluation report #436 for allowable values, and/or conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within -5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for waterwash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. PROPRIETARY INFORMATION NOTICE This document is and contains confidential trade secret information of the company and remains property of the company and is to be returned upon request. Neither it nor information is contains may be reproduced or disclosed to persons not having a need -to -know consistent with the purpose of the loan document without written permission. Exhaust Duct Suggested Roof Opening MARK: PRV-3 TOP VIEW 28.9 Dia. I- li 1 29.8 19.4 1.8 34.1 o c Hinged Base 22,0 15.3 Vented Roof Curb Extension ADAPTER ROOF CURB FRONT VIEW 41.5 41.5 83.0 MARK: ITEM #59 PLAN VIEW 1W 1 FP r a I CD 2FPQ2FP�[2FP�[2FPj�2FP�12FPj[2FPj[2FP a -P -P -P 0 - 0 0 L co ccoo L coo L co cC N >9 N N> N N> m m> QjN 7 4iN 5 6N 75 6N >, X LL >, X >, X > X �50 (D zoo zoo LL u- .- LL LL N LL LL N LL LL N MARK: ITEM #59 ELEVATION VIEW VERIFY 4-VAT OR FOOD SERVICE EQUIPMENT #59 5-VAT FRYER BATTERY �\ MUST USE WITH PITCO MODEL CU-SSH60W l� �K RELEASE T WITH TANK ANSULR102 FIRE SYSTEM MARK: FS FOR FRYER HOOD PIPE & CONDUIT BY ANSUL DISTRIBUTOR PITCO FRYER 4-VAT FLUE ADAPTER PI' ADAPTER FURNISHED AND INSTALLED BY HVAC CONTRACTOR 26.0 4.0 ENCLOSURE PANEL 12.0 t 96.0 1 FLUE ADAPTER FINISHED 36.00 MAX PER CEILING UL LISTING 61.0 ABOVE �_2.0 FINISHED FLOOR 1 35.0 MARK: ITEM #59 SECTION VIEW ADJUSTABLE FLUE BYPASS DAMPERS 3" FILLER �3"INTEGRAL FILLER 37.0 PITCO CU-SSH60W FRYERS FLUE ADAPTER MOUNTING INSTRUCTIONS STEP 1 FLUE ADAPTER FOR r PITCO (4)SSH60W FRYERS I PROVIDED BYACCUREX STEP 2 SLIDE FLUE ADAPTER OVER THE TOP OF THE FLUE STACKS OF THE FRYER STEP 3 USING THE HOLES IN THE BACK OF THE FLUE ADAPTER, RUN SELF -TAPPING SCREWS INTO THE FLUE STACKS OF THE FRYER TO HOLD THE FLUE ADAPTER ON TO THE FRYERS. REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH FLUE HEAT SHIELD FLUE ADAPTER FRYERS AND FLUE ADAPTER MUST BE PUSHED TIGHT TO HOOD FOR PROPER OPERATION EXHAUST CHAMBER NSF ®L CONSTRUCTION COMPLIES WITH NFPA 96 Thank you for your interest in Accurex SUBMITTAL Please return one approved print to your Greenheck Representative including signature, date, and answers to all submittal "verify" notes and questions. Fabrication will not begin until after approved drawings are received. ❑ APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ REJECTED - REVISE AND RESUBMIT SIGNATURE DATE EQUIPMENT SCHEDULE TYPE 1 KITCHEN HOOD MARK: ITEM #59 HOOD DIMENSIONS GREASE HOOD HOOD ACCUREX MODEL CUP OR TEMP. TOTAL SECTION NO. STYLE / CONFIGURATION SECTION WIDTH HEIGHT DRAIN RATING WEIGHT LOCATION LENGTH XXEP-6.92-S TOP 23 IN. FRONT 12 IN 600 169.0 1 SINGLE WALL EXHAUST ONLY LOW 83 IN. RIGHT DEG F LBS. SINGLE BOT 3 IN. BACK 36 IN. PROXIMITY ILLUMINATION DETAILS GREASE FILTRATION DETAILS HOOD NO. FIXTURE TYPE QTY INTENSITY TYPE / MODEL CITY LENGTH HEIGHT BULB / LAMP INFO FT CANDLES MATERIAL 1 NONE NA 0 / 0 IN. OC X-TRACTOR 5 16 IN. 16 IN. _Li 20 IN. STAINLESS STEEL EXHAUST PLENUM COLLARS HOOD SECTION # DISTANCE WIDTH LENGTH I DIAMETER VOLUME S.P. VELOCITY COLLAR # TO END (IN.) I (IN.) (IN.) (IN.) (CFM) (IN. WC) (FT/MIN) 1 / 1 41.5 1 12 12 NA 1500 0.518 1500 TOTAL EXHAUST CFM - SECTION 1 1500 217 CFM / FT OPTIONS AND ACCESSORIES 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #R25625 BACK NON -INTEGRAL AIR SPACE - 3 IN WIDE 26 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) THIS HOOD IS PART OF A TEMPERATURE INTERLOCK CONTROL SYSTEM INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH EMBOSSED STAINLESS STEEL FINISH FOR HIGH CORROSION RESISTANCE EQUIPMENT SPECIFIC S/S FLUE ADAPTER SPECIAL DESIGN REQUESTS SDR #K1100559 - NEW 4L FRYER SYSTEM FIRE SUPPRESSION SYSTEM MARK: FS FOR FRYER HOOD MANUFACTURER / MODEL FLOW SUPPLY DETECTION MOUNTING SUPPRESSANT TYPE POINTS LINE RIGHT END ANSUL R-102 18 UTILIZED CONTINUOUS FUSIBLE LINK REMOTE WET CHEMICAL 22 AVAILABLE MOUNTED FULL INSTALLATION (INCLUDES PRE -PIPED HOOD(S) WITH DETECTION AND FACTORY COORDINATED INSTALL) CHROME SLEEVES FOR FACTORY PROVIDED APPLIANCES DROPS - INCLUDED SUPPRESSION AGENT - INCLUDED - 6 GAL. - [(2) 3.0 TANK(S)) GAS VALVE - INCLUDED - MECHANICAL SHUTOFF VALVE, SUPPLIED UP TO 2" REMOTE PULL STATION - STANDARD - INSTALLATION AT SINGLE POINT OF EGRESS METAL BLOW -OFF CAPS - INCLUDED FIRE SYSTEM PERMIT - REQUIRED - FEE INCLUDED 500oF. FUSIBLE LINK OR AS TESTED AND INSTALLED BY LOCAL INSTALLER PER UL MANUAL FIRE SYSTEM PROTECTED HOOD(S) (UL-300) (MARK NAME I SECTION#) FRYER HOOD SECTION 1 - (LENGTH 83.0 IN.) - LOW PROXIMITY HOOD EQUIPMENT SCHEDULE Belt Drive Upblast Centrifugal Roof Exhaust Fan MARK: PRV-3 Accurex Volume SP Operating Weight Motor Information Size (hp) V/C/P Encl: Rotor Windings FLA Qty Model (CFM) (in wg) FRPM Power (hp) (Lb.) 1 XRUB-141-7 1500 1 1348 0.46 113 0.75 208/60/3 OF 1725 1 3.5 OPTIONS AND ACCESSORIES UL/cUL 762 Listed - "Power Ventilators for Rest. Exh. Appliances" Switch, NEMA-1, Toggle, Junction Box Mounted & Wired Curb Extension, VCE-22-G15.25 Hinged Base (Attached) Curb Seal (Attached) Clean -out Port Grease Trap with Drain Connection (PIN 851973) Heat Baffle (Attached) CURB GPI-24-1312 ADAPTER-22x22 REV DESCRIPTION DATE ,A*&ACCU REX DRAWN BY GNH ECO DATE 01123114 SUPERSEDES ENG. REF. TITLE CULVER'S MASTER TEMPLATECAD SCALE 1 24 DRAWING NO. p C28805B ti CD N Q Z M Q v , 04 w CO 0 Cn CU M U W > -J (n w Q) LLQ Vj a" O � 0 U c CU LL 1 O O ZCDNU J E CD 2 N a' CM co CD C 2 -0 Co a E N' U y WU LLo > rn O W n- j J W CD O cn CCO � F- U W I~ 2 U Q _Z F- Q CO 4) N � O_ = CO Lu U) CD = CU Z N _U) a LL_ LU ti r` Z Q o (1) (n -2 Lc? LC) -� 0).> Lo LC) J10 a)�� O Ln m 00 00 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. v) v Q � Z wUJC) 0 C,5 0 W 0 J N or_ Q 00 w w CU U ILL U) 2017-054 M203 c -FF- I I SITE ELECTRICAL PLAN SCALE :1" = 20' ti O N Q Z M Q U) w CCYi O cf) to Ca U 6� > J (I) W L.L Q > Cn w o z 0 N U U aD J L J N J C CU a� E2 w N' W LU cB H � N WU > LO rn CL — uD a� O C ?� +-' J Y Cq LU CD Z Ln '= o co � O L U)Na0a) C/) H U w F- U Q Z F- Q (D 00 o_ H m c W U s CU Z 4? CL LL .N w O O CV LU Cn M Z .0 ti ti Q O d� 2Cn-2tou7 O CD LC) ll) Ou7Maoco 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. c 0 N Z Q J J Q U_ U C) N UJ 00 J rn W W CU H U) 2017-054 SE101 CULVERS ZEPHYRHILLS SITE WIRING SCHEDULE CONTRACTOR SHALL BE REQUIRED TO COMPLETE ALL FINAL CONNECTIONS TO MACHINES INCLUDING ALL WIRING THROUGH STARTERS AND DISCONNECTS APPROXIMATE DISTANCE IN FEET APPROXIMATE FULL LOAD CUMULATIVE ITEM DESCRIPTION SIZE SOURCE DESTINATION SERVICE DISCONNECT RACEWAY WIRING (TO BE DETERMINED BY VOLTAGE %VD AMPS DEMAND CONTRACTOR) DROP (2) #6 CU THWN, (1) #6 CU 1 FIXTURE OB 140 WATTS 0.67 9.4 PANEL B FIXTURE OB NONE 2" 65 0.59 0.28% GROUND (2) #6 CU THWN, (1) #6 CU 2 FIXTURE OC 140 WATTS 0.67 8.73 FIXTURE OB FIXTURE OC NONE 21" 125 1.06 0.79% GROUND 3 FIXTURE OA 140 WATTS 0.67 8.06 FIXTURE OB FIXTURE OC NONE 2" (2) #8 CU THWN, (1) #8 CU 120 1.49 1.51% GROUND 4 FIXTURE CIA 140 WATTS 0.67 7.39 FIXTURE OA FIXTURE OA NONE 2" (2) #8 CU THWN, (1) #8 CU 110 1.25 2.11% GROUND 5 (2) #8 CU THWN, (1) #8 CU FIXTURE OD 280 WATTS 1.34 6.72 FIXTURE OA FIXTURE OD NONE 1" 110 1.14 2.66% GROUND (2) #8 CU THWN, (1) #8 CU 6 FIXTURE OD 280 WATTS 1.34 5.38 FIXTURE OD FIXTURE OD NONE 1" 85 0.70 2.99% GROUND (2) #8 CU THWN, (1) #8 CU 7 FIXTURE OD 280 WATTS 1.34 4.02 FIXTURE OA FIXTURE OD NONE 1" 120 0.74 2.47% GROUND (2) #8 CU THWN, (1) #8 CU 8 FIXTURE OD 280 WATTS 1.34 2.68 FIXTURE OD FIXTURE OD NONE 1" 120 0.49 2.70% GROUND (2) #10 CU THWN, (1) #10 CU 9 FIXTURE OD 280 WATTS 1.34 1.34 FIXTURE OD FIXTURE OD NONE 1" 135 0.44 2.92% GROUND (2) #4 CU THWN, (1) #6C U 10 MONUMENT SIGN 140 WATTS 10 10 PANEL B MONUMENT SIGN NONE 2„ 350 2.13 1.77% GROUND (2) #4 CU THWN, (1) #6 CU 11 MONUMENT SIGN 140 WATTS 10 10 PANEL B MONUMENT SIGN NONE 2" 350 2.13 1.77% GROUND (2) #3 CU THWN, (1) #6 CU 12 DIRECTIONAL SIGN 1400 WATTS 12 12 PANEL B DIRECTIONAL SIGN NONE 2" 180 1.04 0.87% GROUND (2) #4 CU THWN, (1) #6 CU 13 DIRECTIONAL SIGN 1300 WATTS 1 11 DIRECTIONAL SIGN MONUMENT SIGN NONE 2" 120 0.80 1.54% GROUND (2) #10 CU THWN, (1) #10 CU 14T MONUMENT SIGN 1200 WATTS 1 2 FIXTURE OB DIRECTIONAL SIGN NONE 211 50 0.24 1.74% GND ROUNDISQUARE POLE AS INDICATED IN THE SCHEDULE PROVIDE A NO.4 GROUND WIRE FROM LUG ON POLE TO LUG ON CONDUIT. BASE PLATE OF POLE LIGHT FIXTURE AS INDICATED IN THE SCHEDULE PROVIDE IN LINE FUSE(S) IN RISER AT HANDHOLE PROVIDE A WPIGFI RECEPTACLE IN BASE WHERE INDICATED HANDHOLE FOR ACCESS TO WIRING INSIDE POLE TOP OF GRADE - - --------- � PROVIDE CONCRETE BASE -- PER B61S101 ANCHOR BOLTS PER FIXTURE MANUFACTURER CONDUIT AND WIRING T-0"BELOW GRADE (MIN) OR RIGID CONDUIT PER ELECTRICAL SINGLE HEAD FIXTURE NO SCALE DRIVE THROUGH REQUIREMENTS ITEM SOURCE DESTINATION CONDUITS (1) 1-1/2" COMMUNICATION A SPEAKER POST MENU BOARD (1) 1-1/2" POWER (1) 1-1/2" SENSOR LOOP DRIVE THROUGH B MENU BOARD (1) 1-1/2" SENSOR LOOP SERVICE AREA 104 (1) 1-1/2" COMMUNICATION C MENU BOARD OFFICE 117 (1) 1-1/2" POWER COORDINATE LOCATION OF MENU BOARD/ORDER CONFIRMATION WITH OWNER AND SIGNAGE CONTRACTOR/ORDER CONFIRMATION CONTRACTOR REFER TO DETAIL FOR ADDITIONAL INFORMATION SPARE CONDUIT PURPOSE, SIZE AND RUNS B A = POWER I I OV/20 AMP Dedi5cated IG, Power must remain on at all times. Size per local code. Typically I " conduit. DATA C D LOOP B = Mic + Speaker + Loop Conduit - I " to Building. A C = CAT 5 (Direct Burial) Data Conduit - I " to Building. ELECTRICAL D = Inground Loop Conduit -%2" to Loop. (This Conduit 15 Supplied with Loop) OUTLINE OF ORDER CONFIRMATION CABINET CONCRETE PAD FOOTING -BOLT PATTERN: 10" X 3.75" Center to Center ANCHOR BOLT PATTERN CONDUIT ACCESS OPENING 8.75" BOLT SIZE: 3/4" X I G" to 24" Long X 3" CENTERED ON FOOTING NOTE: KEEP CONDUITS AND ANCHOR BOLTS CENTERED ON CONCRETE PAD FOUNDATION. 24" x 24" x 48" DEEP FOOTING FOR ORDER CONFIRMATION BOARD. SEE NOTE BELOW. REQUIRED METAL FREE ZONE 12" -18" --- - 0 2'-0" o (4) REQUIRED "' SUPPORT STAKES I ---- -- -- -- - - ---- --- ----� G.C. TO INSTALL PREFABRICATED OWNER is co CONDUITS TO MENU BOARD I PROVIDED SENSOR LOOP. BUILDING FOR POWER, COMMUNICATIONS, AND ELECTRICAL CONDUIT SEE PLAN FOR i f SENSOR LOOP. NOTE: G.C. TO INSTALL ORDER CONFIRMATION BOARD FOOTING WHEN NO CANOPY EXISTS. QUANTITYi SAN D a SIGN MANUFACTURER TO INSTALL FOOTING FOR ORDER CONFIRMATION BOARD WHEN ORDER CONFIRMATION HAS A LL LANYDINATE & CONFIRM wl OWNER & SIGN VENDOR. I PLAN VIEW THREE CONDUITS INTO BUILDING. CONDUITS EXTEND 4" TO G" ABOVE CONCRETE FOUNDATION. 6" 6" CONDUIT FROM SENSOR LOOP. CONDUIT EXTEND 4" TO G" MIN MIN ABOVE CONCRETE FOUNDATION. NOTES: KEEP CONDUITS DRY DURING CONSTRUCTION 1. PROVIDE CONDUIT SPACERS EVERY 6 FEET. VERIFY ORDER CONFIRMATION SYSTEM BOLT PATTERN WITH SUPPLIER. ANCHOR BOLTS PROJECTION 2" TO 2 1/2" ELECTRICAL CONDUIT TRENCH DETAIL NITS EQUIPMENT SCHEDULE SITE 51GNAGWENU BOARD SCHEDULE ITEM DESCRIPTION QUAN NEW (N) EXIST (X) FUTURE (F) VOLT PHASE AMP CONN. TYPE COMMENTS F MAIN FREESTANDING SIGN I NEW 1 15 1 1 G.0 DIP,. 1) SIGN CONTROL I NEW MAIN SITE SIGNS ARE CONTROLLED VIA A TIMECLOCK WITH A PHOTOCELL OVERRIDE THERE MAY BE TWO MAIN SITE SIGNS. VERIFY ALL SIGN PEQUIPEMENT5 WITH SIGN CONTRACTOR BEFORE ROUGH IN. G ELECTRONIC MESSAGE CENTEP (EMC) I NEW 1 15 1 2 @ I G.0 DIR. TWO INDEPENDENT 20.0 AMP CIPCUIT5 ARE REQUIRED FOR THE EMC. EACH CIRCUIT TO HAVE AN INDEPENDENT NEUTRAL. THERE MAY BE TWO EMC SIGNS. VERIFY ALL SIGN REQUIREMENTS WITH SIGN CONTRACTOR BEFORE ROUGH IN. 1) EMC CONTROL I NEW EMC MUST HAVE CONSTANT 24/7 POWER. DO NOT SWITCH. 2) COMMUNICATION CONDUIT I NEW PROVIDE AN EMPTY 1 112" CONDUIT, WITH SWEEPING 905 AND PULL BOXES, FROM OFFICE TO SIGN FOP COMMUNICATION LINES H 51TE DIPECTIONAL SIGNS LOT NEW 1 15 1 1.0 DIP,. THERE MAY BE MORE THAN ONE OF THESE 51GN5 ON THE SITE. VERIFY WITH SIGN CONTPACTOR BEFORE ROUGH IN. 1) SIGN CONTROL I NEW DIRECTIONAL SIGNS AS WELL AS MAIN SITE SIGNS ARE CONTROLLED VIA A TIMECLOCK WITH A PHOTOCELL OVERRIDE THERE MAY BE TWO MAIN 51TE SIGNS. VERIFY ALL SIGN REQUIREMENTS WITH SIGN CONTPACTOP, BEFORE ROUGH IN. SECTION THRU 1/2" = 1'-0" ORDER CONFIRMATION BOARD / SENSOR LOOP PEDESTAL DETAILS ti r O N �1 Z M Q v J � 04 W W CO cn co M O LU (D L J =5 cl U m .L � W a)O Z N U U a E J J ` _ a) c' >- c _ -0 cB wCD N Cn ICU w rC a) � dif H N rn >W U LO rn 0 _ J of Cl) w a O cnNaU� U) H U W H 2 U Z CO 0 .6",CDCn C W CO cc � cca Z a?.Ldw W O O CV W .0 M M = ti ti Z s ti ti Q o � �� cn M u7 Lp -J 0)C�l > V7 L6 O Ln Co 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. U J a) W 0 J Q UCD UN W °O J cri W bi W U) 2017-054 CSE FIXTURE BREAKER TYPE DESIGNATION PANEL ::XH1 4� SWITCH �_�� IT", DESIGNATION B - DESIGNATION I I - A-25 B-63 B43 B-53a B-53b B-58a B-58b B-58c B-58d B-58e B-53c B-55a B-55b SWITCH BANK DETAIL SCALE/PURELY DIAGRAMMATIC LABEL SWITCHES AS NOTED CIRCUIT LABEL A-25 INTERIOR MENU BOARD B-63 SOFFIT OUTLETS B43 EXTERIOR MENU BOARD (LIGHTS ONLY) B-53a CUSTOMER ORDERING B-53b CUSTOMER SERVICE B-58a DINING ROOM B-58b DINING ROOM B-58c DINING ROOM PENDANTS B-58d DINING ROOM B-58e DINING ROOM B-53c MENS/ WOMENS RESTROOMS B-55a KITCHEN AREAS B-55b KITCHEN AREAS LIGHTING FIXTURE LEGEND GC TO VERIFY LIGHTING PACKAGE WITH OWNER. ALL LIGHT FIXTURES AND LIGHTING CONTROLS TO BE PURCHASED ONLY FROM THE NATIONAL ACCOUNTS SUPPLIER, CRESCENT ELECTRIC SUPPLY CO. IN MADISON, WI. CONTACT CHRIS CRULL AT CHRISTOPHER.CRULL@CESCO.COM OR 1-608-2894563, FOR PRICING AND SUBMITTALS. AlL 2 x 2 LAY -IN LED FIXTURE LITHONIA 1 x 4 SURFACE MOUNTED LED FIXTURE LITHONIA G1 0 RECESSED CAN FIXTURE LITHONIA N 0 EXTERIOR CANOPY LIGHT LITHONIA EM � EMERGENCY LIGHT -WALL LITHONIA 2GTL2 33L EZ1LP835NA8C il J LBL4 40L EZ1 LP835 NA8C REAL6 D6AZ ESL 600L 35K.90SC L7XLED T24 NA8C REAL6D6AZ ESL 1500L 40K.95SC 120 EU2 LED M12 LED = 35.4 WATTS DL LED = 41 WATTS LED = 12 WATTS LP6LN (MOUNT AT 8'-6- AFF) LED = 1 9 WATTS A2L 2 x 2 LAY -IN LED FIXTURE - EMERGENCY PENDANT RECESSED CAN FIXTURE - EMERGENCY EXIT LIGHT EMERG LITHONIA 2GTL2 33L EZI EL14L LP835 NA8C H1 (D WAC LIGHTING G2 9 LITHONIA REAL6C D6AZ ESL 1000L 35K.95SC 120 LP6LN1 OOOLELR M & EXTERIOR WALL MOUNTED FIXTURE RAB LIGHTING x & LITHONIA LED = 35.4 WATTS PLD-F4404BN/BN BRUSHED NICKEL FINISH & SHADE EMERG LED = 14.2 WATTS GN1 LED26NST15x - WHITE EXR LED M6 NA8C MEDIUM BASE SOCKET wl LED BULB PROVIDE WITH BATTERY BACKUP LED = 26 WATTS EXTERIOR PATIO LIGHT: A3L 2 x 2 LAY -IN LED FIXTURE - 24 HRS SEE CEILING PLAN FOR ELEVATION . Z 0 RAB VX100 WITHOUT GUARD & MOUNT GLOBE UP. (1) LED MEDIUM A21 BULB 24 HRS LITHONIA ?? LUMEN, ?? WATTS EXTERIOR WALL LIGHT 2GTL2 33L EZILP835NA8C RECESSED CAN FIXTURE - 24 HRS. P n RAB RATED FOR FULL ENCLOSURE LED = 35.4 WATTS PENDANT G3 0 LITHONIA SLIM18N LED COVE LIGHTING - LEKTRON LEON H3 (D LITHONIA LIGHTING 24 HRS REAL6 D6AZ ESL 600L 35K.90SC L7XLED T24 NABC LED = 18 WATTS T I SERIES LINEAR LIGHTING - WHITE 24L CIL . 2 x 4 LAY -IN LED FIXTURE MDPB BNP DGWV 1003 LED = 12 WATTS WITH BASLER 25 VOLT AC DRIVER I I ] LITHONIA 2GTL4 48L EZILP835 NA8C FROSTED WHITE CYLINDER WAVE LED = 9.5 WATTS RECESSED CAN FIXTURE Q G EXTERIOR EMERGENCY LIGHT HEAD WEATHER PROOF [ter SINGLE POLE SWITCH LED = 46.9 WATTS BTM @ T-0- AFF G4 0 LITHONIA LITHONIA lu� REAL6 D6AZ ESL 600L 35K.905C L7XLED T24 NA8C AFN DB EXT NABC 3-POLE SWITCH I C2L -1 2 x 4 LAY -IN LED FIXTURE - EMERGENCY LITHONIA LED = 12 WATTS ROUTE THROUGH EM LIGHTING INVERTER ELM 1254-RO NA8C KEYED SWITCH EMERG 0 11 R.BAT,j�N6 2GTL4 48L EZlLP835 EL14L NA8C LED = 46.9 WATTS G5 0 RECESSED CAN FIXTURE (ADJUSTABLE) LITHONIA R ,CQ � ELA RG H0812 NA8C Sc CEILING MOUNTED OCCUPANCY C3L 2 x 4 LAY -IN LED FIXTURE - 24 HRS = EMERGENCY LIGHTING INVERTER 4G1BNLED L3LEDT24 EXTERIOR WALL MOUNTED FIXTURE SENSOR HUBBELL - H-MOSS CONTROLS 24 HRS = LITHONIA 175 VA, 120 VAC INPUT, PWM INVERTER, VALVE LED = 8 WATTS S " LITHONIAOLLWU --- DDB USE COLLWD- - DDB ADAPTIVE TECHNOLOGY DUAL 2GTL4 48L EZlLP835 NA8C REGULATED LEAD CALCIUM BATTERY BACKUP. 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PULL WIRES FROM OFFICE FOR OWNER PROVIDED SECURITY SYSTEM. VERIFY LOCATIONS WITH OWNER. PULL WIRES FOR OWNER'S SOUND SYSTEM. VERIFY LOCATIONS WITH OWNER. PROVIDE CONDUIT AND POWER TO BUILDING SIGNAGE. SEE BUILDING ELEVATIONS FOR LOCATIONS. VERIFY WITH OWNER. PROVIDE CONDUIT AND POWER TO ALL SITE SIGNAGE. SEE SITE PLAN FOR LOCATIONS. VERIFY WITH OWNER AND SIGN VENDOR, COORDINATE CONTROL SEQUENCE FOR EMERGENCY SHUT -DOWN OF RTUs WITH HOOD PROVIDER AND FIRE SUPPRESSION SYSTEM PROVIDER. PROVIDE CONDUIT AND WIRING TO ELECTRICAL TRANSFORMER. PROVIDE TIMECLOCKS AND PHOTO CELLS FOR ALL EXTERIOR SITE LIGHTING AND EXTERIOR SIGNAGE KITCHEN RECEPTACLES TO BE HUBBELL GFR5362WTR & GFCI PROTECTED PER NEC 210.8.13.2. VERIFY LOCATIONS OF ALL DINING ROOM USB OUTLETS WITH OWNER AND EQUIPMENT SUPPLIER. PROVIDE 11511 D.O. FOR SECURITY SYSTEM, VERIFY LOCATION WITH OWNER. 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O� WIRELESS ROUTER WF CAT 5E OR 6 TO OFFICE DUCT SMOKE 110" ;PATCH PANEL DETECTORS ! %; • f • ft 3 r : • h I s h 4 f /. -..x REFRIGERANT REMOTE PULL STATION ALARM PER VERIFY LOCATION WITH IFC 606.8 LOCAL CODES 24" B-81 ® GFI LEGEND 4 TELEPHONE © CABLE -tFr SWITCH Q WIRELESS ROUTER •• DUPLEX RECEPTACLE - CEILING a HDMI CONNECTION DUPLEX RECEPTACLE ETHERNET CONNECTION GFI(b DUPLEX RECEPTACLE w/GROUND CAT 5E OR 6 FAULT ® 220 VOLT - HUBBELL GFR5362WTR WPd DUPLEX RECEPTACLEw/GROUND JB JUNCTION BOX-DIRECTOONNECTION GFI FAULT & WEATHERPROOF COVER IG DUPLEX RECEPTACLE w/ T O TELEVISION OUTLET ISOLATED GROUND FOR ELECTRONIC EQUIPMENT DEDICATED DUPLEX OUTLET wl USB USB DUPLEX RECEPTACLE ISOLATED GROUND WALL HUBBELL # USB15X2W DEDICATED QUAD OUTLET WITH GFI DEEP BOX WITH GANG PLASTER ISOLATED GROUND RING, 20 AMP DEADFRONT GFI & DOOR CHIME - EDWARDS C212-2L NEMA 5 20 AMP SINGLE CHIME WITH CONTROL POWER RECEPTACLE. TRANSFORMER LOCATE DEADFRONT GFI IN ELECTRICAL ROOM. PROVIDE WITH DOOR CHIME ENTRANCE LABEL INDICATING DEVICE DB PUSHBUTTON PROTECTED. 888 ID TAG > QUAD RECEPTACLE SINGLE RECEPTACLE w/GROUND B—PANEL DESIGNATION GFI &;AULT 29—BREAKER DESIGNATION LEVITON X7891 COMMUNICATION BOX SDD DUCT SMOKE DETECTOR JUNCTION w/ REMOTE ALARM I TEST STATION. MOUNT ALARM I TEST © BUMP BAR NEAR FIRE ALARM PANEL OR AS DESIGNATED BY OWNER'S f--Q MONITOR REPRESENTATIVE PROVIDE BONDING JUMPER FROM SERVICE ENTRANCE TO WATER SERVICE WITH SUPPLEMENTAL JUMPER AROUND WATER METER. PROVIDE BONDING JUMPER TO BUILDING STEEL PANEL A ' ............. WATER SOFTENER "' 4 :.lv./II y � �,. ,... / 23 :i 0, _.............................................. GFI B. 71 " I I B-50 .......... i CAMERA SYSTEM , R , 5 COORDINATE LOCAT 04, €WITH SURVEILLANCE (SYSTEM PROVIDER , + B-61 r GFI 24" ..... .»........ r, , ; 'r(rrri, •`': A ,t � � •J/ /r J�JJ, r r�/ lrp i/ •-•-f------•---„- E - l r i E ii ii � aw GFI B-64 .'....--�...,.......' JB B-82,84 WP 18" EC TO SEAL ALL ELECTRICAL PENETRATIONS THRU WALK IN COOLER I FREEZER WALL AND CEILING PANELS MENU BOARD _� 1 1/2" DIA DRIVE IN SENSOR LOOP /43/ 1 1l2" DIA COMMUNICATIONS 1 1/2" DIA POWER / T ABINETcn FAI / / LU o PANEL PANEL B a a •TELE I ./ a GABLE TV MAIN ENTRANCE �FER TO SITE PLAN FOR EXACT l IO alarm"- FIRE SPRINKLER ALARM: COORDINATE WITH LOCATION OF EXTERIOR ITEMS' wl SIGN PROVIDE COORDINATE RJ L SPRINKLER DESIGNER SPEAKER POST DB __ DOORBELL PUSHBUTTON B-64 WP GFI 18" ti O N 0 Z T— M Q U) w LO w � M O cn CU M U > J Cn W C) LL Q J � O � U m � a — � c W O C� Z N C.) J J J L 2 rn ca ` C a LLl W N' co cc c W CD H rn i _ wULO a p 3: WY rnQ A 3 � i O tnNa-0 U)U W U Z L� CO r LLI�0 CD Z N N a U_ O O N W �.Srnrn Z ti ti Q O (D MUu,?L? CD O Ln m 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to O♦♦EMMA written approval. v! 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OO -17 w rn U H`U O 2017-054 E103 LEGEND d TELEPHONE © CABLE -ttr SWITCH FW-] WIRELESS ROUTER R0 DUPLEX RECEPTACLE - CEILING HDMI CONNECTION 6 DUPLEX RECEPTACLE a ETHERNET CONNECTION GFI DUPLEX RECEPTACLE w/GROUND GAT 5EOR6 FAULT ® 220 VOLT - HUBBELL GFR5362WTR WP(b DUPLEX RECEPTACLE w/GROUND JB JUNCTION BOX- DIRECTOONNECTION GFI FAULT & WEATHERPROOF COVER T IG (bDUPLEX RECEPTACLE w/ O TELEVISION OUTLET ISOLATED GROUND FOR ELECTRONIC EQUIPMENT DEDICATED DUPLEX OUTLET w/ USB USB DUPLEX RECEPTACLE ISOLATED GROUND -WALL HUBBELL # USB15X2W DEDICATED QUAD OUTLET WITH GFI DEEP BOX WITH GANG PLASTER ISOLATED GROUND RING, 20 AMP DEADFRONT GFI & NEMA 5 20 AMP SINGLE DOOR CHIME - EDWARDS C212-2L RECEPTACLE. CHIME WITH CONTROL POWER LOCATE DEADFRONT GFI IN TRANSFORMER ELECTRICAL ROOM. PROVIDE WITH DOOR CHIME ENTRANCE LABEL INDICATING DEVICE DB PUSHBUTTON USHBUTTON 888 ID TAG > QUAD RECEPTACLE SINGLE RECEPTACLE w/GROUND B--PANEL DESIGNATION GFI &;AULT 2-9 —BREAKER DESIGNATION - LEVITON X7891 DUCT SMOKE DETECTOR COMMUNICATION JUNCTION BOX SDD w/ REMOTE ALARM / TEST STATION. MOUNT ALARM / TEST © BUMP BAR NEAR FIRE ALARM PANEL OR AS DESIGNATED BY OWNER'S #--Q MONITOR REPRESENTATIVE JUNCTION C1 IN CUSTOMER SERVICE JUNCTION J1 IN CUSTOMER SERVICE JUNCTION G1 IN CUSTOMER SERVICE JUNCTION H1 IN CUSTOMER SERVICE/ KITCHEN JUNCTION F2 IN KITCHEN JUNCTION F1 IN KITCHEN JUNCTION 11 IN KITCHEN JUNCTION K2 IN KITCHEN BUMP BAR BUMP BAR JUNCTION M1 IN KITCHEN BUMP BAR JUNCTION L2 IN OFFICE JUNCTION L4 IN OFFICE LUE COORDINATE WITH CAT5 CONTRACTOR PHONE TERMINAL CONNECTIONS FOR BLOCK IN UTILITY THESE ITEMS ROOM WIRELESS IN DINING ROOM JUNCTION A2 IN SUNDAE PREP JUNCTION B1 IN SUNDAE PREP JUNCTION D1 IN SUNDAE PREP JUNCTION B3 IN SUNDAE PREP JUNCTION 01 IN SUNDAE PREP JUNCTION E1 IN SUNDAE PREP JUNCTION E3 IN SUNDAE PREP JUNCTION N1 IN CUSTOMER SERVICE JUNCTION N3 IN CUSTOMER SERVICE ITEM P.O.S SYSTEM ROUGH -IN SCHEDULE Al SINGLE ISOLATED GROUND D.O. MOUNTED IN A SINGLE J-BOX, 20" A.F.F. MOUNTED WITHIN 18" OF INSIDE CORNER A2 4" SQUARE J-BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY AT 20" A.F.F. WITHIN 18" OF INSIDE CORNER WALL. PROVIDE (1) 3/4" CONDUIT EXTENDING UPWARD IN WALL, TO A POINT 12" ABOVE CEILING. 131 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - 85" A.F.F. MOUNTED WITHIN 5' OF THE INSIDE CORNER OF THE DRIVE-THRU WINDOW. PROVIDE (1) 3/4" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. B2 DOUBLE DUPLEX OUTLET WITH ISOLATED GROUND - 85" A.F.F. MOUNTED WITHIN 5' OF THE INSIDE CORNER OF THE DRIVE-THRU WINDOW. B3 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 85" A.F.F. PROVIDE (1) 3/4" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. B4 DOUBLE DUPLEX OUTLET WITH ISOLATED GROUND - 85" A.F.F. C1 1 112" CONDUIT STUB UP 10" A.F.F - CONNECT TO BOX C2 C2 1 1/2" CONDUIT STUB UP A MINIMUM OF 12" A.F.C: CONNECT TO BOX C1 C3 3) LOCATIONS - SINGLE DUPLEX OUTLET MOUNTED IN A 4 SQUARE BOX. TO BE LOCATED ON THE LOWEST SHELF NEAR THE REAR RIGHT OF THE OPENING. D1 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 20" A.F.F. MOUNTED WITHIN 18" OF INSIDE CORNER. PROVIDE (1) 3/4" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. D2 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND - 20" A.F.F. - MOUNTED WITHIN 18" OF INSIDE CORNER OF DRIVE THRU WINDOW. E1 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - 85" A.F.F. PROVIDE (1) 2" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. E2 DOUBLE DUPLEX OUTLET WITH ISOLATED GROUND - 85" A,F.F E3 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 54" A.F.F. PROVIDE (1) 3/4" CONDUIT TO LOCATION E1 ITEM P.O.S SYSTEM ROUGH -IN SCHEDULE F1 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 70" A.F.F. PROVIDE (1) 3/4" CONDUIT RUN TO LOCATION F2 F2 SINGLE GANG RING MOUNTED VERTICALLY (NO BOX NEEDED) - 85" A.F.F. - DIRECTLY ABOVE JBOX F1. PROVIDE (1) 2" CONDUIT STUB -UP, A MIN. OF 12" A.F.C., TOWARDS THE FRYER HOOD. F3 DOUBLE DUPLEX OUTLET w/ ISOLATED GROUND - 85" A.F.F. - MOUNTED NEXT TO LOCATION F2 G1 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - 64" A.F.F.- MOUNTED WITHIN 16" OF THE SIDE OF THE PASS-THRU WINDOW PROVIDE (1) 2" CONDUIT STUB -UP INTO KITCHEN AREA A MINIMUM OF 12" A.F.C. G2 DOUBLE DUPLEX OUTLET WITH ISOLATED GROUND - 64" A.F.F. - MOUNTED WITHIN 16" OF THE SIDE OF THE PASS-THRU WINDOW H1 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - MOUNT 6" ABOVE ROUGH OPENING OF PASS-THRU. PROVIDE (1) 2" CONDUIT STUB -UP, A MINIMUM OF 12" A.F.C., TOWARDS KITCHEN AREA H2 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND - MOUNT 6" ABOVE ROUGH OPENING OF PASS-THRU 11 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - MOUNT 6" ABOVE ROUGH OPENING OF PASS-THRU - PROVIDE (1) 2" CONDUIT STUB -UP, A MINIMUM OF 12" A.F.C., TOWARDS KITCHEN AREA. 12 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND - MOUNT 6" ABOVE ROUGH OPENING OF PASS-THRU - LOCATE NEXT TO 11 11 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 20" A.F.F. PROVIDE (1) 3/4" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. J2 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND - 26" A.F.F. - MOUNTED DIRECTLY ABOVE LOCATION J1 K1 DOUBLE DUPLEX OUTLET WITH ISOLATED GROUND - MOUNTED IN FINISHED CEILING. K2 NO ACTUAL ROUGH IN NEEDED IN CEILING. REFERENCE ONLY FOR LOCATION. LEAVE 10' SERVICE LOOP ON COMMUNICATION CABLES TO ALLOW FOR DROP THROUGH MONITOR MOUNTING BRACKETS TO END TERMINATION POINT ORDER TAKEUP POWER &COMMUNICATIONS DRIVE THROUGH MONITOR A-36 POWER & COMMUNICATIONS (2) BLUE CAT 5 TO MAIN P.O.S. PANEL #, 1 e s U 3I .». ,....Y i I _ s. I # Y s , s s $ L• .. CU •,>. �.. ,�, �...........3.. OX .. � y , 7,`,C pNK,� A36 P.O.S. SYSTEMS PLAN L__T SCALE :1/4" = V-0" ITEM P.O.S SYSTEM ROUGH -IN SCHEDULE L1 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - 8" BELOW FINISHED CEILING, NOT TO EXCEED 108" A.F.F. - PROVIDE (1) 2" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. L2 4" SQUARE BOX wl SINGLE GANG MUD RING MOUNTED VERTICALLY -18" A.F.F. PROVIDE (1) 3/4" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. L3 DOUBLE DUPLEX OUTLET WITH ISOLATED GROUND - 8" BELOW FINISHED CEILING, NOT TO EXCEED 108" A.F.F: LOCATE A MINIMUM OF 12" TO THE RIGHT OF LOCATION L1. L4 SINGLE GANG MUD RING MOUNTED VERTICALLY (NO BOX NEEDED) - 8" BELOW FINISHED CEILING, NOT TO EXCEED 108" A.F.F. - LOCATE A MINIMUM 12" TO THE RIGHT OF L1 M1 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 85" A.F.F.- PROVIDE (1) 314" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. -PROVIDE (1) 3/4" CONDUIT TO M2 LOCATION M2 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND - 85" A.F.F. M3 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 70" A.F.F. N1 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 85" A.F.F. MOUNT WITHIN 16" OF EDGE OF WALL. PROVIDE (1) 3l4" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. TOWARDS REAR OF KITCHEN. N2 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND - 85" A.F.F. - MOUNTED WITHIN 16" OF EDGE OF WALL. N3 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 54" A.F.F. MOUNTED WITHIN 16" OF EDGE OF WALL. PROVIDE (1) 314" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. TOWARDS REAR OF KITCHEN. 01 4" SQUARE BOX WITH SINGLE GANG MUD RING MOUNTED VERTICALLY - 48" A.F.F. PROVIDE (1) 314" CONDUIT STUB -UP A MINIMUM OF 12" A.F.C. 02 SINGLE DUPLEX OUTLET WITH ISOLATED GROUND -48" A.F.F. CASH TAKER POWER & COMMUNICATIONS BLUE CAT 5 TO IN P.O.S. PANEI { SUNDAEIDESSERT \ MONI RD R .......... r 11)Gl y� (1) BLUE CAT 5 TO MAIN P.O.S. PANEL TERMINAL. OPTIONAL SECONDARY DRIVE THROUGH MONITOR LOCATION (1) BLUE CAT 5 TO MAIN P.O.S. PANEL / A-3B /IG tn . �9 ... ....................: ' A-38 ? ! N2 IG (1) GRAY 4T 5 1-1/2" COMMUNICATION UNDER FLOOR TO VERTICALLY ABOVE CEILING ABOVE - VERIFY LOCATION PRIOR TO INSTALL 6�. ?••„:.'" INSIDE CABINET ISLAND UP AGAINST TOP & AND BACK OF • •.' CABINET (TYP. 3 LOCATIONS) _ I w; A 38 A-36 tG f e IG CU Y//l R ........................................`SET•STATK�N MONIT6: t POWER & COMMUNICATIONS ,`. ,. .. F A-36 �N IG ................ .... ... . 91 VERIFY ALL EXACT I ( C3 LOCATIONS & LAYOUTS WITH 1 OWNER -TYPICAL 1 91 A 36 - IG # h V _LL (1) GR CAT 5 ITEM NOTES 1 THREE 115/1(20.0 AMP EACH) ARE REQUIRED FOR ENTIRE POS SYSTEM. EACH CIRCUIT IS TO BE DEDICATED W1 ISOLATED GROUNDS. 2 3/4" AND V CONDUITS ARE LISTED. 1" IS ACCEPTABLE TO USE IN PLACE OF THE 3/4" LISTED. HOWEVER THE 2" CONDUIT LISTED MUST REMAIN AT 2". 3 CASH REGISTER & WIRELESS ORDER SYSTEM SUPPLIER TO PROVIDE ALL CABLES TO EC. 4 EC TO PULL ALL CABLES AS REQUIRED BY THE SYSTEM SUPPLIERS. 5 EC TO PROVIDE ALL COVER PLATES AS REQUIRED BY SYSTEM SUPPLIER. COORDINATE ALL REQUIREMENTS. 6 COORDINATE OUTDOOR MENU BOARD COMMUNICATION REQUIREMENTS WITH WIRELESS ORDER SYSTEM SUPPLIER. 7 SEE DRAWINGS E102 AND E103 FOR OTHER POWER, PHONE, AND COMMUNICATION REQUIREMENTS. 8 ALL P.O.S. COMMUNICATION (LOW VOLTAGE) J-BOXES SHOULD BE THE 4" QUAD SIZE WITH A SINGLE GANG MUD RING. 9 ALL DIMENSIONS ARE TO THE CENTER OF THE OUTLET BOX. 10 VERIFY AND COORDINATE ALL LOCATIONS AND HEIGHTS WITH SYSTEM SUPPLIERS 11 REFER TO CULVER'S P.O.S. SYSTEM BOX PLACEMENT AND CABLE INSTALLATION GUIDE PREPARED BY RETAIL DATA SYSTEMS OF WISCONSIN FOR ADDITIONAL INFORMATION. WIRING NOTES: 1. POS, PHONE, AND DAILY FEATURE BOARD CABLING TO BE CAT5E. 2. THE SECURITY VIDEO CABLING TO BE RG59. 3. EXTERIOR COMMUNICATIONS AND DRIVE-THRU DETECTOR CABLE TO BE SUITABLE FOR WET LOCATIONS. 4. THE DRIVE-THRU ORDER CONFIRMATION BOARD CABLING TO BE CAT6 FOR TECHKNOW BOARD AND CAT5E FOR HYPERACTIVE BOARD. 5. THE DINING ROOM TV CABLING TO BE RG6 FROM OFFICE TO EACH TV 6. UPON ROUGH -IN COMPLETION AND PRIOR TO DRYWALL, CALL RDS TO ARRANGE A SITE VISIT AND CABLE DELIVERY. 7. ALLOW A MINIMUM OF 72 HOURS FOR WIRE DELIVERY. 8. IF PLENUM CABLE IS NEEDED ALLOW FOR EXTRA LEAD TIME FOR WIRE DELIVERY. 9. VERIFY WITH OWNER AND RDS THE INSTALLATION OF ADDED SYSTEMS TECHKNOW ORDER CONFIRMATION BOARD AND REMOTE EYES CCTV SECURITY SYSTEM. CONTACT GERRY ERTL AT RETAIL DATA SYSTEM AT 1-262-896-2600 PRIOR TO ROUGH -IN OF THE P.O.S. SYSTEM TO VERIFY ALL ROUGH -INS. RETAIL DATA SYSTEMS DOES NOT PULL ANY LOW VOLTAGE COMMUNICATIONS CABLE. THE ELECTRICAL CONTRACTOR (EC) IS RESPONSIBLE FOR PULLING OF ALL P.O.S. LOW VOLTAGE CABLE. EC SHOULD INCLUDE IN THE BID PROCESS. µme ` I t } 111 1y€// A ` - % DM IG A-8G �U 18, L1 (2) BLUE CAT 5 M INS /LSIATION (V A-83 IG t VERIFY ALL LOCATIONS w/ OFFICE LAYOUT & OWNER ` k ` ARA/ I ' £ FRY STATI 0 T • R F1 ; POWER AN" (1')'B p ` COMMUNI TI NS t UE CAT 5 TO �,I �1AINSP.O.S. PANEL :� ...... f .. 5' VGA;CABLE; 3{ -38 SET STATI N MONITOR . /GI POWER & MUNICA7 ij I B-12 j II i I (1) EACH, GRAY CAT 5 �42 A-38 IG J1 GFI M3 M1 GRILL (1)BLUEAT51'0 STATION MAIN P.G.S.) kk EI M2 A-38 GFI l IG (1) GRAY CAT 5 r c x, F� £ 41 # . # ...... ... (2) BLUE CAT 5 TO € MAIN P.O.S. PANEL BUN STATION MONITdk-�- ii POWER & COMMUNICATIONS DR (1) BLUE CAT 5 TO PHONE r.f-f, ------------- a � f 1 R31 £ _., , ;'�M ti O N Z r 9 M Q `� CD UJ W LO M O to CU CO U > J Cn w aD LL_ Q t/j o� w (1) O ZC� NU U J N J J ` � rn � ` c CU C N CD Cn F— O.) U WU LLCQ O m rn a- M _ a� c .. ' O '- W a_ Y Q T Z L 06 L CU 4- °5 0 vnNac-U co F- U W F_- 2 U Q Z I..L �.�o N o � o c CO O X Liuca Z .� LL co OOCV W U).E rnrn Z `4- a O N � Vim' .— Ln L9 J M Lo Lo J O O r O Ln m ao ao C OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. Z c Q Ln J U) W t` C� CD ` CV T^ C1p C J .'' 0 2017-054 E104 CASH TAKER PO' COMMUNICATI01 W&TO&TO, (—A,N DRIVE ]IF HRU - LOCATIONS A, B, & E SCALE: 1/2" = V-0" DRIVE THRU - LOCATIONS D SCALE :1/2" =1'-0" C1 61 B2 nnnic rung � unA"rno nnuico COMMUNICATIONS ,y CCOOK LINE -LOCATIONS H, I & J E 1 83 B4 nnr�nu Ai acnnunAnv nnnic GxA2) ORDER TAKER POWER AND COMMUNICATIONS OG)e FRY STATION MONITOR POWER AND COMMUNICATIONS N o0 N - jl I II I L�-- ------------�- FRY �TlON �-L OCATIONS F C2SCALE =1'-0" DOUBLE DUPLEX OUTLET BUN STATION MONITOR POWER AND COMMUNICATION E2 01 02 nnr�nAui ncn�nrcn rcnuu�A� LOCATIONS B & 0 (Ai SCALE :1/2" I I I r--I II I II I II I II I II I SSG CUSTARD STATION POWER AND COMMUNICATIONS I I I I I I I I I I I I I I I I I I I I II I ___-__--_ - - - 10' SERVICE LOOP ON COMMUNICATION CABLES TO MONITORS FINISHED CEILING BUN STATION -LOCATIONS K SCALE :1/2" =1'-0" E3 A3 CASHIER COUNTER -LOCATIONS C SCALE: 1/2" = V-0" (DO SET STATION MONITOR POWER AND COMMUNICATIONS 16" I I I I j II I I I I II I I I II 0o N 1 1 I II oa N I I I I I IILj — I111 II I II I III — 11 I II see r—T—T—T—T—T—T—T— II I I I I V�===_r=f-f--r_-�=f= ----- L — — — — — — — — — — — — — — — — — — — — — — - 4 1.--4 IH I I 1 I I I I II — — — — — — — — ------� ------ [LL—�sl I I ____ I II II II t ---7T� II II �""" � "••'"" I I I I I I If��� I I I I I I II II II ---------II 11 I ----------I I----------- F---------- F----------- ----------I I----------- I----------- I I F----------i I ----------- II II II II II II II II II II II II II II II II II 1I� __ _____ ___ ___ CUSTARD &SET STATION - ..,LOCATIONS G & N V "J SCALE: 1/2" =1'-0" OFFICE - LOCATIONS L SCALE :1/2" =1'-0" G E CONTROL E4 SSG �- GRILL STATION POWER AND COMMUNICATIONS GRILL STATION - LOCATIONS M SCALE :1/2" =1'-0" O N O Z M w�04 M U cn co M U br > J U) W N L.L Q J O m L Cam") >+ W CU o C9 Z N U U J EE J J ` 2 2 Co w �� Cn ca can V C w rn a. a,—W,°' C 3 (n J Y W w a Y Q �•, Z O �LLO M� cnNaU-wi H U W I_- Z 'Q 00 I-2o( U)65Gox W = CU Z..Lna.LL X M O O CV W U)- MCD ti N Z ti ti <0(D m co m Ln L9 J 0-) > Lo Lo o V) m 00 00 © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. v ) Z 0 Q c �.�..� g J a) W U) W U) o N ^ 0? U) G) C J cc 0 2017-054 E105 EQUIPMENT SCHEDULE ELECTRICAL SCHEDULE ITEM DESCRIPTION QUAN NEW (N) EXIST (X) FUTURE (F) VOLT PHASE KW AMP HP CONN. TYPE NEMA NUMBER FEED COMMENTS MOUNTING HEIGHT 1 WALK-IN COOLER 1 NEW A.) BOX 1 NEW 115 1 3.0 DIR. A69 EC TO CONNECT DOOR LIGHT, SWITCH ASSEMBLY AND (2) EXTRA INCANDESCENT LIGHTS. 1001, B.) COIL 1 NEW 115 1 3.6 DIR. A67 EC TO WIRE FROM J-BOX TO COIL CONNECTION POINT. 1001, C.) CONDENSING UNIT 1 NEW 208 3 14.5 1 1/2 DIR. LOCATED ON BUILDING ROOF. VERIFY EXACT LOCATION WITH GC. D.) COIL CONTROL 1 NEW 115 1 16.0 DIR. A63 EC TO FURNISH AND INSTALL A THREE POLE SINGLE THROW SWITCH. MOUNTED ON THE REAR WALL OF COOLER 100" 2 WALK-IN FREEZER 1 NEW A.) BOX 1 NEW 115 1 5.0 DIR. A71 EC TO CONNECT DOOR LIGHT, DOORILIGHT SWITCH ASSEMBLY, TWO EXTRA INCANDESCENT LIGHTS AND THE HEATED AIR VENT. 100" B.) COIL 1 NEW 208 1 13.3 DIR. A68,70 EC TO WIRE FROM ROUGH -IN TO COIL CONNECTION POINT, INTERWIRING WITH THE TIME CLOCK, AT THE COIL. EC TO FURNISH AND INSTALL A D.O. FOR THE DRAIN LINE HEAT TAPE. 1001, C.) CONDENSING UNIT 1 NEW 208 3 20.3 3.0 DIR. LOCATED ON BUILDING ROOF. VERIFY EXACT LOCATION WITH GC. D.) COIL CONTROL 1 NEW 115 1 16.0 DIR. A73 EC TO FURNISH AND INSTALL A THREE POLE SINGLE THROW SWITCH. MOUNTED ON THE REAR WALL OF COOLER 1001, 7 WORKTABLE/SINK 2 NEW 115 1 16.0 DIR. B10 EC TO FURNISH AND INSTALL (2) DCO ON WALL AS SHOWN ON ROUGH -IN. 48" 9 COOKER/WARMERS 1 NEW 115 1 1.8 4 @ CORDS B2 UNITS PLUG IN AT VARIOUS LOCATIONS ON THE PLAN. VERIFY NUMBER REQUIRED WITH OWNER. 48" U.N.O. 9A COOKERNVARMERS 2 NEW 115 B1,B3 30" 12A WASTE OIL RECOVERY INTERIOR 1 12B WASTE OIL RECOVERY EXTERIOR 1 B37 60" 13 WASHER/DRYER 1 NEW B67-71 BY OWNER. VERIFY ALL REQUIREMENTS. 15 BAG -IN BOX SODA SYSTEM 1 NEW 115 1 16.0 DIR. A33 EC TO FURNISH AND INSTALL (1) DO ON WALL AS SHOWN ON ROUGH -IN. BY SODA EQUIPMENT SUPPLIER. VERIFY ALL REQUIREMENTS 60" 19 HAND SINKS 3 NEW 115 1 2 @ DIR. A34 EC TO FURNISH AND INSTALL A GFCI AT EACH LOCATION. 24" 24 NOT SELECTED/INCLUDED PER OWNER 25 DISHWASHER 1 NEW 115 1 13.0 DIR. Al2 LEASED MACHINE. VERIFY ALL REQUIREMENTS WITH SUPPLIER. 70" 25A NOT SELECTED / INCLUDED PER OWNER 26 BOOSTER HEATER 1 NEW 208 3 9.0 38.0 DIR. A1,35 16" 28 FIRE SUPPRESSION SYSTEMS 2 NEW 115 1 2 @ 16.0 DIR. A-41 EACH SYSTEM REQUIRES A DEDICATED 24 HOUR CIRCUIT. EC TO INTERCONNECT SHUNT TRIP BREAKERS FOR ITEMS 48, 58, 60, 60A (OPTIONAL), 61. BY HVAC. VERIFY ALL REQUIREMENTS 1001, 34 REACH -IN FREEZER 1 NEW 115 1 12.0 CORD A22 PROVIDE GFI BREAKER 901, 35 FUTURE USE 1 FUTURE 208 1 8.6 40.0 CORD 6-50P B26,28 ROUGH IN AND COVER FOR FUTURE USE. 48" 36 MICROWAVE OVEN 1 NEW 208 1 3.2 16.4 CORD 6-20P B6,8,38,40 REQUIRES A DEDICATED, ISOLATED CIRCUIT. 64" 37 REFRIGERATED DRAWER BASE 1 NEW 115 1 3.9 CORD B27 16" 38 CONVENIENCE OUTLET 1 NEW 115 1 14.1 CORD A27 161, 41 REFRIGERATED WORKCOUNTER 1 NEW 115 1 14.0 1/2 CORD A28 EC TO FURNISH AND INSTALL A S.0 HUNG FROM CEILING TO A POINT 48" AFF. 41A REFRIGERATED WORKCOUNTER 1 FUTURE 208 1 50.0 CORD A28 EC TO ROUGH -IN A 4X4 BOX ABOVE FINISHED CEILING. COVER FOR FUTURE USE. 43 BUN TOASTER 1 NEW 115 1 13.0 CORD A29 EC TO FURNISH AND INSTALL A S.0 HUNG FROM CEILING TO A POINT 48" AFF. 48" 48 CUSTOM MEAT REFRIGERATOR 1 NEW 115 1 10.0 1/4 CORD 5-15P A42 PROVIDE GFI BREAKER 18" 49 EXHAUST HOOD (GRILL) 1 NEW HOOD MUST BE ELECTRONICALLY INTERLOCKED TO ITEM 51. BY HVAC. VERIFY REQUIREMENTS. 51 GRIDDLE 1 NEW 115 1 1.32 CORD A13 EC TO FURNISH AND INSTALL A SHUNT TRIP BREAKER, INTERWIRED TO ITEM 28. 18" 56 BUN WARMER 1 NEW 115 1 2.1 CORD A30 24" 58 FRY STATION HEAT LAMP 1 NEW 115 1 15.5 DIR. B30 EC TO FURNISH AND INSTALL A SHUNT TRIP BREAKER, INTERWIRED TO ITEM 28. WIRE FROM J-BOX ON WALL TO CONNECTION ON STATION, IN SEALTITE. 60" 59 EXHAUST HOOD (FRYERS) 1 NEW HOOD MUST BE ELECTRONICALLY INTERLOCKED TO ITEM 60. BY HVAC. VERIFY REQUIREMENTS. 60 FRYERS 3 NEW 115 1 4.5@ CORDS TWO B34 EC TO FURNISH AND INSTALL A SHUNT TRIP BREAKER, INTERWIRED TO ITEM 28, 24" A.) BUILT IN FILTER 1 NEW 115 1 15.0 CORD EC TO FURNISH AND INSTALL A SHUNT TRIP BREAKER, INTERWIRED TO ITEM 28. 61 CUSTOM FISH REFRIGERATOR 1 NEW 115 1 7.0 1/4 CORD A14 24" 63 CUSTARD MACHINE 1 NEW 208 3 3 @ 17.0 3 @ 3.0 DIR. A43-59 A44- 60 A72 (GFI BRKR) ALL REQUIREMENTS TO BE CONFIRMED WITH OWNER AND REFRIGERATION CONTRACTOR. CUSTARD MACHINE REQUIRE14 A TOTAL OF (6) 3.0 HP CONNECTIONS. (3) AT MACHINE AND (3) FOR THE CONDENSING UNITS ON ROOF. ELECTRICIAN TO PROVIDE AND INSTALL (3) HUBBELL HBL-8432C MALE RIGHT ANGLE PLUGS ON CUSTARD MACHINE. ALSO PROVIDE AND INSTALL (3) HUBBELL HBL-8430 RECEPTACLES IN WALL NEXT TO CUSTARD MACHINE. " DO NOT ROUGH -IN ELECTRICAL WALL UNTIL AFTER REFRIGERATION LINES HAVE BEEN ROUGHED IN WALL. EC TO FURNISH AND INSTALL (3) THREE WEATHERPROOF FUSED DISCONNECTS ON BUILDING ROOF. VERIFY LOCATION WITH G.C. EACH PLUG REQUIRES A 4" SQUARE BOX AND A SINGLE GANG RING N A.) REMOTE COMPRESSORS (ON ROOF) 3 NEW 208 3 3 @ 12.5 3 @ 3.0 DIR B.) HOPPER COMPRESSOR 1 NEW 115 1 7.0 114 DIR. 65 WORK TABLE 1 NEW 115 1 16 CORD 24" 66 ICE MACHINE AND BIN 1 NEW 115 1.1 DIR. A8,10 REQUIRES A 3 WIRE SERVICE WITH NEUTRAL. VERIFY LOCATION WITH GC 90" 76" 66.2 ICE MACHINE COMPRESSOR(ON ROOF) 1 NEW 208 1 12.5 DIR. A8,10 REQUIRES A 3 WIRE SERVICE WITH 115V FOR NEUTRAL. VERIFY LOCATION WITH GC 66.A NOT SELECTED/INCLUDED PER OWNER 66.A1 NOT SELECTED/INCLUDED PER OWNER 69 ASTRO BLENDERS 2 NEW 115 1 2@ CORDS B4 EC TO FURNISH AND INSTALL (2) D.O.ON WALL AS SHOWN ON ROUGH -IN. 48" 70 MILKSHAKE MACHINE 1 NEW 208 3 16.0 CORD L15-30 A- 2,4,6 EC TO FURNISH & INSTALL OULET MOUNTED IN END OF CABINET. REQUIRES (1) DEDICATED CONNECTION. 24" 71 WORKTABLE 1 NEW 115 16.0 DIR. GC TO FURNISH AND INSTALL DCO AS SHOWN 48" 72 HEATED SYRUP DISPENSERS 2 NEW 115 1 41 CORDS B22 48' 74 REFRIGERATED WORKCOUNTER 1 NEW 115 1 10.0 1/4 CORD A19 24" EQUIPMENT SCHEDULE ELECTRICAL SCHEDULE MOUNTINGHEIGHT ITEM DESCRIPTION QUAN NEW(N)) EXISTFUTURE (F) VOLT PHASEKW AMP HP ONNTYPE NUMBER NEMA FEED COMMENTS 75 CUSTARD DIPPING CABINET 1 NEW 115 1 10.0 1/4 CORD A18 24" 80 REFRIGERATED S/S BACKCOUNTER 1 NEW A.) COLD PAN/REFRIGERATOR 2 NEW 115 1 1/2 DIR. B20,35 COMPRESSOR IS FOR THE COLD PAN AND THE THREE DOOR UNDERCOUNTER FABRICATOR TO PRE -WIRE CONTROLS TO A SINGLE CONNECTION POINT. 24„ B.) SOUP WELL 1 NEW 208 1 1.24 6.0 DIR. B19,21 FABRICATOR TO PRE -WIRE SOUP WELL THRU CONTROLS MOUNTED INSIDE CABINET TO A SINGLE CONNECTION POINT. 24" C.) CONVENIENCE OUTLETS 5 NEW 115 1 0 DIR. B16,18 EC TO FURNISH AND INSTALL (4) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. 48" E.) OPTIONAL COLD PAN 4.0 81 HEATED PASS THRU 1 NEW 115/ 208 1 2.88 15.5 CORD L14-20P B5,7 THIS IS A 4 WIRE PLUS GROUND SYSTEM. FABRICATOR TO PRE -WIRE HEAT LAMPS/LIGHTS THRU CONTROLS MOUNTED AT THE BOTTOM REAR OF THE PASS THRU TO A SINGLE CONNECTION POINT. 24" 83 REACH IN REFRIGERATOR NEW 115 1 6.0 A39 9011 84 COFFEE MAKER 1 NEW 115/ 208 1 18.3 CORD A21,23 THIS IS A 4 WIRE SYSTEM. EC TO FURNISH AND INSTALL CORD CAP MATCHING OUTLET. BY BEVERAGE SUPPLIER VERIFY ALL REQUIREMENTS. 86 MENU BOARD 1 NEW 115 1 16.0 DIR. A25 BY OWNER. VERIFY ALL REQUIREMENTS. 48" 90 FRONT SERVICE COUNTER 1 NEW 115 1 2 0 DIR. B12 EC TO WIRE FROM ROUGH -IN TO (2) DCO MOUNTED INSIDE OF CABINET BY FABRICATOR. 8" 91 CASH REGISTERS 5 NEW 115 1 5 @ .5 CORDS REGISTER SYSTEM REQUIRES DEDICATED ISOLATED CIRCUITS. BY CASH REGISTER SYSTEM SUPPLIER. VERIFY ALL ELECTRICAL AND COMMUNICATION REQUIREMENTS WITH SUPPLIER. SEE SHEET E-3 FOR DETAILS 48" 48" 93A OUTLET IN CABINET 1 NEW 115 1 DIR. B15 WIRE TO OUTLETS MOUNTED INSIDE CABINET 16" 94 DRIVE UP COUNTER 1 NEW 115 1 16.0 DIR. B17 EC TO FURNISH AND INSTALL (1) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. 48" 96 ICE AND SODA DISPENSER 1 NEW 115 1 1.5 CORD A17 BY SODA SUPPLIER. VERIFY ALL REQUIREMENTS. 16" 97 CARBONATOR 1 NEW 115 1 10.0 CORD A17 BY SODA SUPPLIER. VERIFY ALL REQUIREMENTS. 16" 98 ICED TEA BREWER 1 NEW 115 1 14.8 CORD A32 BY TEA SUPPLIER. VERIFY ALL REQUIREMENTS. 48" 100 NOT SELECTED /INCLUDED PER OWNER 96" 103 ICE AND SODA DISPENSER 1 NEW 115 1 5.2 CORD A20 BY SODA SUPPLIER. VERIFY ALL REQUIREMENTS. 24" 104 CARBONATOR 1 NEW 115 1 10.0 CORD A20 BY SODA SUPPLIER. VERIFY ALL REQUIREMENTS. 24" 106 RETAIL 1 NEW 115 1 14.6 CORD A26 113 BEVERAGE COUNTER 1 NEW 115 1 16.0 DIR. A17 EC TO FURNISH AND INSTALL (1) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. 42" 114 CONDIMENT COUNTER 1 NEW 115 1 16.0 DIR. A17 EC TO FURNISH AND INSTALL (1) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. 115 REFRIGERATION SYSTEMS 1 NEW SEE ITEMS 1, 2 AND 63 FOR INDIVIDUAL REQUIREMENTS. ELECTRICAL SERVICE INSTALLATION MUST BE IN COMPLIANCE WITH ALL UTILITY REQUIREMENTS. 800 AMP SERVICE ENTRANCE CT CABINET AS APPROVED BY THE UTILITY. 1" METERING UTILITY TRANSFORMER - TO BE PROVIDE A SEPARATE O PROVIDED AND INSTALLED BY UTILITY METER BASE AS APPROVED BY UTILITY UTILITY PRIMARY - PROVIDE CONDUITS FOR UTILITY PRIMARY CABLE TO THE PROPERTY LINE. PRIMARY CABLING BY UTILITY. PROVIDE CONCRETE TRANSFORMER PAD PER UTILITYL REQUIREMENTS. PROVIDE PROTECTIVE BOLLARDS PER UTILITY REQUIREMENTS. INSTALL TRANSFORMER WITH CLEARANCES AS REQUIRED BY UTILITY (2) SETS OF (4) 500 MCM CU THWN WITH A-B-C-N EACH IN 3" CONDUITS #6 CU IS( GROUND MAIN DISTRIBUTION PANEL TO BE FULLY RATED AT 65 KAIC. ANSUL R102 (WET CHEMICAL) FIRE PROTECTION SYSTEM - MODEL FSSC NOTES: CONTROL PANEL 1. STAINLESS STEEL ENCLOSURE 2. AGENT STORAGE TANK 3. EXPELLENT GAS CARTRIDGE 4. ANSUL AUTOMAN RELEASE 5. REGULATOR 6. KNOCKOUT FOR WIRING MICROSWITCH 1 /I 23.5 4 r4: 5 �1. 5 < �l 6.5 NOT TO SCALE 1. Wet chemical fire protection system to be Ansul R-102, designed in compliance with UL 300 requirements. 2. Verification of all cooking equipment make, model and location required for all fire protection systems. 3. All fire system piping is standardly to the right end of the hood unless a wall is located on the right end. 4. Ansul Automan Release to be located within 60" of hood. The basic fire system WILL INCLUDE the following: • Gas shut-off valve, if required, to be supplied by Manufacturer (up to 2" diameter as standard), and installed by a licensed plumber. • Micro switch to be supplied by Manufacturer for connection to, but not limited to, building alarm system(s), exhaust and supply fans and electrical power shut down. Field wiring and connections to be performed by a licensed electrician. The basic fire system DOES NOT INCLUDE the following: • Full dump test other than wht is specified per the installation manual, or to satisfy a state or local code. Permit and testing fees are not included unless noted under the equipment schedule for the fire system. (3) #3 CU THWN (1)#6 CU GROUND IN (1)1-1/4" CONDUIT PROVIDE WITH ISOLATED GROUND BAR ROOF MOUNTED HEATING/COOLING UNITS - TIE INTO NON -FUSED SERVICE SUPPLIED UNIT 0 CIRCUITS 58a,cAe EACH SWITCHED SEPARATELY 0 EMERGENCY DINING LIGHTS CIRCUIT 58b PHOTOCELL - INTERMATIC T-171CR VERIFY TIMECLOCK -120 VAC WITH MOUNTING CARRYOVER LOCATION OUTDOOR LIGHTING CONTACTOR CONTROLLING CIRCUITS SITE POLE ® ® MOUNTED LIGHT FIXTURES CIRCUIT B-73,75 TIC PANELA PANELB �(4) 500 MCM CU THWN INTERMATIC T-171CR (1) #3 CU GROUND IN (1) 3" TIMECLOCK -120 VAC WITH CONDUIT CARRYOVER • More then two trips to the jobsite or special transportation, or overnight lodging requirements in remote areas. Normal travel distance is first 50 mi. (80.5 km) from office. • Special classes or additional labor for access to security sensitive areas. • Installation of gas shut-off valve. • Special drawings required to satisfy state or local code. Plan examination fees, PE or FS Approval Stamp. • Union labor, Government labor, or Prevailing wages required for final field hook-up. • Any and all electrical components/connections required to shut down fans, shut off device for electric cooking equipment (shunt trip breaker), or activate an alarm system, etc. • Any dismantling or reassembly required to gain access to the fire suppression piping located on the top of the hood. • Rough -in hidden conduit for remote pull station or gas valve (flush mounted pull station). • Installation of more than (1) remote pull stations or distances greater than 20 ft (6.1M.) • Parts or labor required to correct piping due to cooking equipment changes or deviation from plans. OR Any charges for missing or additional parts other then those indicated on the Fire Suppression Detail. WIRING DIAGRAMS W/DPDT MICRO SWITCH DPDT SWITCHES PROVIDED BY MANUFACTURER MAY BE WIRED PER TYPICAL EXAMPLES SHOWN. VERIFY WITH LOCAL CODES AND EQUIPMENT SUPPLIED AS THE CONNECTION NEEDED FOR YOUR INSTALLATION. CONNECTION TO BUILDINGS ALARM NO NO VOLTAGE FREE INPUT CONTACTS FOR NC BUILDING ALARM(S) NC CONNECTION TO COOKING EQUIPMENT SHUT DOWN EMERGENCY LIGHTING INVERTER OUTDOOR LIGHTING CONTACTOR CONTROLLING CIRCUITS B44 - BUILDING SIGNS B47- MONUMENT SIGNS B54 - BLDG MTD EXT. LTG B80 - PATIO LIGHTS POWER TO COOKING EQUIPMENT SHUNT TRIP BREAKER ra - 120 VAC ),NPUT N ELECTRIC GAS VALVE - IF RESET RELAY IS USED ►�(,' SEE OPTION A OR B AT RIGHT, MECHANICAL GAS SHUT OFF VALVE DOES NOT REQUIRE ELECTRICAL CONNECTION. CONNECTION TO FAN SHUT DOWN NO 120 VAC INPUT POWERTO N FAN(S) FAN NC STARTER MANUAL SWITCH DO NOT SHUT DOWN EXHAUST FANS WITH THIS METHOD OF WIRING, IF PROHIBITED BY LOCAL CODES. NOTES: 1. - - DENOTES FIELD INSTALLATION. 2. DENOTES FACTORY INSTALLATION. 3. DO NOT USE BLACK WIRE ON SNAP -ACTION SWITCH IN NORMAL INSTALLATION. BLACK WIRE TO BE USED ONLY FOR EXTRANEOUS ALARM, LIGHT CIRCUITS, ETC. 0 CV Q Z r M Q vJ � w � W � M O cn ca `IO C"U J Cn U.J L.L Q cl O CU CL W O O ZCDNU U � .n E a� J Cc a E LU ai , N g W - :3 Cr) W U M rn � 0 C 3: Y In LU a Y CM ¢ �, 3 i -2 coo C O tni°tZU F- U LU F- 2 U Q z a 00 o F- LU = K z a�.�aii C>3 O O 04 LIJ�.�rnrn z - ti ti U) M LA? Lk? © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. Z Q J � Q O N C:J rb LLW 6 W = a3 cc ) ♦L) v LL ) 2017-054 E201 SHUNT LOCK GFI PANEL: MDP VOLTAGE: 120/208 VAC MAIN: 800 AMP LOCATION: OUTDOORS MOUNTING: SURFACE FEEDER SIZE: SEE RISER A B C CIR AMPS/ DESCRIPTION - AMPS DESCRIPTION - AMPS AMPS/ CIR NO. POLES a ¢ a POLES N0, x a x a x o_ 470 1 40013 PANEL A - 250 470 PANEL B - 220 400/3 2 470 140 3 100/3 ROOF TOP UNIT - 70 140 ROOF TOP UNIT - 70 100/3 4 140 TOTAL PHASE "A" AMPS: TOTAL PHASE "B" AMPS: TOTAL AMPS "C" AMPS: HIGH PHASE AMPS: 610 610 610 610 X 1.25 = 762.5 PANEL: A VOLTAGE: 120/208 VAC MAIN: 400 AMP LUG ONLY LOCATION: UTILITY MOUNTING: SURFACE FEEDER SIZE: SEE RISER CIR NO. AMPS/ POLES DESCRIPTION - AMPS A a a B a a C LUAMPS a DESCRIPTION - AMPS/ POLES CIR NO. 1 5013 ITEM 26 BOOSTER - 38 54 ITEM 70 SHAKE MACHINE -16 20/3 2 3 54 4 5 54 6 7 15/3 SPAREIITEM 24 DISPOSAL - 2.2 12.8 ITEM 66 ICE MACHINE -10.6 15/2 8 9 12.8 10 11 15.2 ITEM 25 DISHWASHER -13 20/1 12 13 20/1 ITEM 51 GRIDDLE -1.3 SHUNT TRIP 8.3 ITEM 61 FISH REF. - 7 20/1 14 15 3 KITCHEN RECEPTACLE - 3 20/1 16 17 20/1 ITEM 96,97 SODAICARB -11.5 21.5 ITEM 75 CUSTARD DIP -10 20/1 18 19 20/1 ITEM 74 REF. COUNTER -10 21.5 ITEMS 103,104, SODAICARB -11.5 20/1 20 21 30/2 ITEM 84 COFFEE MAKER -18.3 30.3 ITEM 34 FREEZER -12 20/1 22 23 24.3 K.F.C.C. CONTROL INPUT - 6 20/1 1 24 25 2011 ITEM 86 INTERIOR MENU BOARD -16 30.6 ITEM 106 CUST CAKE CLR -14.6 20/1 26 27 2011 ITEM 38 CONVENIENCE OUTLET -14.1 28.1 ITEM 41 REF. COUNTER -14 20/1 28 29 20/1 ITEM 43 - BUN TOASTER -13 15.1 ITEM 56 BUN WARMER - 2.1 20/1 30 31 2011 SPAREIDIRECT CONNECT 14.8 ITEM 98 ICED TEA BREWER -14.8 20/1 32 33 20/1 ITEM 15 BAG 1 B BOX -16 24 ITEM 19 (HAND SINKS) RECEPT.(4 LOC.) - 8 2011 34 35 2012 ITEM 66.A ICE MACHINE REMOTE CONDENSER -14 16 POINT OF SALE (POS) - 2 2011 36 37 16 POINT OF SALE (POS) - 2 20/1 38 39 2011 ITEM 83 REACH IN -6 11 POINT OF SALE (POS) - 2 20/1 40 41 20/1 ITEM 28 FIRE SUPPRESSION 10 ITEM 48 MEAT REF. -10 20/1 42 43 20/3 ITEM 63 CUSTARD MACHINE -10.2 22.7 ITEM 63.1 CUSTARD COMPRESSOR -12.5 20/3 44 45 22.7 46 47 22.7 48 49 20/3 ITEM 63 CUSTARD MACHINE -10.2 22.7 ITEM 63.1 CUSTARD COMPRESSOR -12.5 20/3 50 51 22.7 52 53 22.7 54 55 20/3 ITEM 63 CUSTARD MACHINE -10.2 22.7 ITEM 63.1 CUSTARD COMPRESSOR -12.5 2013 56 57 22.7 58 59 22.7 60 61 20/3 ITEM 1 COOLER CONDENSER -1.3 13.8 ITEM 2 FREEZER CONDENSER -12.5 20/3 62 63 13.8 64 65 13.8 66 67 20/1 ITEM 1 B COOLER COIL - 3.6 16.3 ITEM 2B FREEZER COIL -13.3 20/2 68 69 20/1 ITEM 1A COOLER LITES - 3 16.9 70 71 20/1 ITEM 2A FREEZER LITES - 5 12 ITEM 63B HOPPER COMP - 7 20/1 72 73 20/1 ITEM 1 D, 2D COIL CONTROL - 3 8.1 RR EX AND EF - 5.1 2011 74 75 15/3 ITEM 49 PRV-2 EXHAUST HOOD - 3.2 9.5 ITEM 59 PRV-3 EXHAUST HOOD PRV - 6 15/3 76 77 9.5 78 79 9.5 80 81 20/1 FLUSH VLV/LAV FAUCET - 2 12 REC. AT RTU 1, 2, PARAPET -10 20/1 82 83 20/1 OFFICE POS 2 7.6 DISHWASHER HOOD - 5.6 20/1 84 SHUNT SHUNT TRIP BREAKER ISO PROVIDE ISOLATE GROUND AS REQUIRED BY POS EQUIPMENT SUPPLIER LOCK PROVIDE LOCK ON DEVICE FOR BREAKER GFI GROUND FAULT TRIP BREAKER - CLASS A TOTAL PHASE "A" AMPS: TOTAL PHASE "B" AMPS: TOTAL AMPS "C" AMPS: HIGH PHASE AMPS: 273.3 283 266.6 283 X 1.25 = 353.75 GFI ISO ISO ISO GFI GFI PANEL: B VOLTAGE: 120/208 VAC MAIN: 400 AMP MLO LOCATION: UTILITY MOUNTING: SURFACE FEEDER SIZE: SEE RISER CIR NO. AMPS/ POLES DESCRIPTION - AMPS A LU a ICL. B a a- C a a- DESCRIPTION - AMPS AMPS/ POLES CIR NO. 1 20/1 ITEM 9 COOKER / WARMER -15 30 ITEM 9 COOKER / WARMER -15 20/1 2 3 20/1 ITEM 9 COOKER / WARMER -15 29 ITEM 69 ASTRID BLENDERS - 4.2 20/1 4 5 20/2 ITEM 81 PASS - THROUGH -15.5 31.5 ITEM 36 MICROWAVE -16 2012 6 7 31.5 8 9 20/1 ITEM 65, 65A WORKTABLE, COLD PAN 32 ITEM 7 WORKTABLE -16 20/1 10 11 50/2 41A - REFRIGERATE WORK COUNTER - 41 57 ITEM 90 FRONT COUNTER -16 20/1 12 13 41 FIRE SPRINKLER ALARM - 2 2011 14 LOCK 15 20/1 ITEM 93 DRIVE UP -16 32 SERVICE COUNTER 80.3 -16 2011 16 17 20/1 ITEM 94 DRIVE UP -16 32 SERVICE COUNTER 80.3 -16 2011 18 19 20/2 ITEM 80.1 SOUP - 6 15.8 SERVICE COUNTER ITEM 80.1 REF - 9.8 20/1 20 21 13.6 ITEM 72 SYRUP DISP - 7.6 20/1 22 23 20/1 TELEPHONE - 2 4.1 ITEM 36 ASTRO BLENDER - 2.1 2011 24 25 20/1 IRRIGATION SYSTEM 1 ITEM 35 FUTURE 5012 26 27 20/1 ITEM 37 - REF. DWR BASE - 3.9 3.9 28 29 20/1 ITEM 38 CONVENIENCE OUTLET - 3.9 19.4 ITEM 58 HEAT LAMP -15.5 SHUNT TRIP 2011 32 30 SHUNT 31 20/1 MISTING MACHINE -1/SPARE 1 GFI 33 20/1 ITEM 48A STEAM TABLE -15 2 ITEM 60 FRYER - 2 SHUNT TRIP 2011 32 34 SHUNT 35 20/1 COLD PAN -10 10 37 20/1 WASTE OIL SYSTEM 16 ITEM 36 MICROWAVE -16 2012 38 39 25/2 WALL HEATER 16 40 41 SPARE 20/1 42 43 20/1 EXTERIOR MENU BOARD - 8.4 24.4 BUILDING SIGN -16 20/1 44 45 20/1 ELECTRONIC MESSAGE BOARD/SPARE -16 16 SPARE 20/1 46 47 2011 ROADWAY SIGN -10 10 MISTER 20/1 48 LOCK 49 20/1 24 HOUR LIGHTING - 2 4 SECURITY SYSTEM - 2 20/1 50 LOCK 51 20/1 EMERGENCY EXIT LIGHTS -1 11.3 LED LIGHTS/SPARE -10.3 20/1 52 53 20/1 LIGHTS, ORDER, SERVICE, RESTROOM - 5.5 13 WALL MTD OUTDOOR - 7.5 20/1 54 55 20/1 KITCHEN LIGHTING -10.2 22.2 DINING RECEPTACLES -12 20/1 56 57 20/1 RECEPTION (INTERNET) -10 17 DINING LIGHTING - 7 20/1 58 59 20/1 DINING AREA RECEPTACLES -12 20 OFFICE RECEPTACLE - 8 20/1 60 61 20/1 KITCHEN AREA CONV. RECEPTACLES - 6 19.5 CUSTOMER AREA REC - 7.5 20/1 62 63 20/1 RECEPTACLES ABOVE WINDOWS -12 24 EXTERIOR RECEPTACLES -10.5 2011 64 65 20/1 BOOSTER PP FOR CUNO - 2 2 SPARE . 2011 66 67 20/1 WASHER (LU-1).-10 10 ELECTRICAL UNIT HEATER/SPARE - 20 2512 68 69 30/2 DRYER-22 22 70 71 33.7 SPARE/HAND DRYER -11.7 2011 72 73 20/2 POLE MOUNTED LIGHTS - 7 18.7 SPARE/HAND DRYER -11.7 20/1 74 75 18.7 SPARE/HAND DRYER -11.7 2011 76 77 20/1 ELECTRIC MESSAGE BOARD/SPARE -16 25 CUSTOMER AREA REC - 9 20/1 78 79 20/1 FOUNTAIN 4 PATIO LIGHTS - 6 / SPARE 2011 80 81 20/1 TOILET ROOM RECEPTACLE - 6 6 PRESSURE WASHER/ SPARE 30/2 82 83 20/1 1 WATER HEATER-1 1 84 SHUNT SHUNT TRIP BREAKER ISO PROVIDE ISOLATE GROUND AS REQUIRED BY POS EQUIPMENT SUPPLIER LOCK PROVIDE LOCK ON DEVICE FOR BREAKER 3/4"xl0'-0" COOPER OR COPPERCLAD STEEL GROUND ROD. TOP OF GROUND ROD SHALL BE 2" BELOW GRADE (TYP.) 1U-0" TYP #6 CU GROUND GROUNDING ELECTRODE CONDUCTOR EXOTHERMIC WELD CONNECTOR (TYP. ALL GROUND WIRE CONNECTIONS) TOTAL PHASE "A" AMPS: 140.8 TOTAL PHASE "B" AMPS: 128.5 TOTAL AMPS "C" AMPS: 154 HIGH PHASE AMPS: 154 X 1.25 = 193 SERVICE ENTRANCE PANEL - GROUNDED SERVICE CONDUCTOR BONDED TO SERVICE EQUIPMENT AND GROUNDING ELECTRODE SYSTEM WITH 3/0 COPPER GROUND. CONCRETE ENCASED ELECTRODE - 20 FOOT, 1/2 INCH DIAMETER BARE OR ZINC COATED STEEL REINFORCING BAR (OR #4 BARE COPPER CONDUCTOR) ENCASED WITH AT LEAST 2" CONCRETE N G LOCATED WITHIN OR NEAR THE BOTTOM CONCRETE FOUNDATION N D OR FOOTING. BOND GROUND TO BUILDING STEEL WITH 3/0 CU GROUND XFCC WIRE DIAGRAM CULVER'S L1 CONTROL INPUT: 120VAC, 15AMPS FROM BREAKER N G H1 N1 1 TS2 6 REMOTE MOUNTED SWITCH S1-1 OR 'I ' 1 I 19 21 IOR R1 R1 VLA, ST1 ST2 R1 13 1~13 114 21 24 FS 7 TWO INDEPENDENT FIRE SYSTEMS Ansul(Amerex) RD RD BR(BK) BK(YW) OL1 Al ST1 A2 96 , OL2 Al ST2 A2 96 , A FIELD WIRING TO REMOTE SHUNT TRIP BREAKER(S) TEMPERATURE INTERLOCK CALIBRATION [RONEENHEC9 P.O.BOX 410 SCHOFIELD, WISCDNSIN 54476-0410 0 JUNCTION GANG 0 NOTES: (BY OTHERS) MOUNT SWITCH 0 AT 48" AFF. " OPST TOGGLE SWITCH ELECTRICIAN TO VERIFY (BY DIV. IS) MOUNTING LOCATION ST1 OL1 INPUT POWER 4LE L1 TEll T 3 WIRE L2 G3 PHASE L3 AN 1 FROM BREAKER ST2 OL2 INPUT POWER L1 L1 TEl T1 3 WIRE L2 L2 E EXH G 3 PHASE L3 FAN 2 FROM BREAKER L3 =_ WH FAN SWITCH REMOTE MOUNTED BY OTHERS WH Ll INPUT: 120VAC, N S1-2 20 AMPS FROM SHUNTED BREAKER WH Griddle Receptacle Fryer Receptacle REF. - FIELD WIRING OF SPARE RELAY CONTACTS AT RIGHT CONNECTIONS TO R SHUT DOWN RTUt DI1 DURING A RRE R2 kRID 11 12 BK NO3 CONNECTIONS TO R SHUT DOWN RTU2 DI1 DURING AFIRE R2 kRD 21 22 BK N04 The above contacts will be open w/power at H1 and N1, and fire system armed. The above contacts will be closed w/ no power at H1 and N1, or in fire. Panel Mark: Hood Mark( Motorl Fan Mark I HP I Volt IPH FLA I Wire I Breaker I Qty. Fan Switches (0-3) Exhaust in Fire 0 Qty. Light Switches (0-3) MUA Interface 0 Qty. Temp. Switches (0-1) Lights Out in Fire Switch for L do F Fro Relay (11) One Breaker Con. L 8 F Extra Fire Relay (/2) Heat Switch Tempering SW Extra Fire Relay (#3) Cool Switch DPDT Relay w/SF AD Switch DPDT Relay w/EF Remote Switches Off Delay Relay Pushbutton Switches SF Failure Light Evap Cooler Switch OF Failure Light Audible Alarm Fan Failure Light (Appl.) Gas ReseteJGos Off w/Fans Damper Power for Gas Solenoid Aux. Supply Contact Power for Shunt Trip Le in WWCP Spare Fire Switch Contact (dry contacts for building alarm) C2 RD RD Ansul(Amerex) BR BK RD RD NC2 BR(BK) NO2 BK YW N C FS2 BK(YW) NO Spare Relay Contacts (activated by FS1) (can be used for shunt trip, alarms, etc.) C3 RD C4 RD NO3 R1 R2 A N04 R2 R2 NC3 =32- LE 11 B NC4 BK14 open w/power at H1/N1 & fire system armed closed on fire or no power closed w/power at H1/N1 & fire system armed open on fire or no power CONNECTIONS TO R TEMPERED MUA FAN G TORQUE: FIELD WIRING: RTU-1 OUTSIDE AIR DAMPER TERMINAL STRIPS = 18 IN/LB. use minimum R12 I GROUNDING BAR = 20 IN/LB. 60' Copper Wire WH BL R1 11 14 BL LABEL DESCRIPTION FACTORY WIRING EF Exhaust Fan HOOD WIRING FIELD WIRING SF Supply Fan ST Starter ALL WIRING 9O'C 14 GA OL OverLood UNLESS SPECIFIED WH CONNECTIONS TO C Contactor R TEMPERED MUA FAN G G Ground WIRE COLOR RTU-2 OUTSIDE AIR DAMPER S Switch kBL R12 LT Light BK - black BL 1132 FS Fire Switch BL -blue 21 24 R Relay BR - brown AF Air Flow Switch OR - orange SV Gas Solenoid PR - purple STB Shunt Trip Breaker RD - red D2 D Damper YW - yellow TC Temperature Controller WT - white TS Temperature Sensor NOTES: Drawing shown de -energized at L1 (term. #5), w/ Fire System armed (non -fire mode). (in normal operation, R1 & R2 are energized) If wall mounted prewire, or field installed fire system, the fire system microswltches must 1. PRESS THE SET BUTTON TO SEE THE FIRST SET POINT. (PRESS THE SET be field wired. BUTTON TWICE, SLOWLY TO SEE THE SECOND SET POINT) U L LISTED UNDER SUBJECT 891 2. PRESS THE UP/DOWN ARROW BUTTON TO CHANGE THE SET POINT. FILE #E200616 3. PRESS THE SET BUTTON TO VIEW THE CURRENT TEMPERATURE. Wring Diagram 4. CHECK SYSTEM OPERATION BEFORE MAKING ADDITIONAL ADJUSTMENTS 100-2MXZ-320 COOKING APPLIANCE TYPE I INTERLOCK 4. IN CASE OF FIRE: 1. REMOTE SWITCH ON - POWER TO KFCC a. SHUNT TRIP FOR GRILL & FRYER OUTLET TRIPS 2. KFCC CONTROLS: b. ANSUL SYSTEM IS ACTIVATED a. PRV-2 (GRILL) & PRV-3 (FRYERS) ARE STARTED. C. THE MECHANICAL GAS VALVE CLOSES b. OPENS OUTSIDE AIR INTAKE ON RTU-1 & RTU-2 TO MINIMUM FRESH AIR d. SHUT DOWN RTU-1 & RTU-2 & CLOSE OUTSIDE AIR OPENING. e. PRV-2 & PRV-3 CONTINUE TO RUN C. POWER TO OUTLETS #51 (GRILL) AND #60 (FRYERS) 2. PRESS THE UP/DOWN ARROW BUTTON TO CHANGE THE SET POINT. 3. GRILL AND FRYER CAN BE STARTED 3. PRESS THE SET BUTTON TO VIEW THE CURRENT TEMPERATURE. BOND GROUND TO WATER SERVICE WITH 3/0 CU GROUND STREET WATER CONNECTION f a �� •J Y .M• ;,, ; :.::x.r'�:F• .r..: ,.:.',•; #4CUGROUND BUILDING ELECTRICAL SERVICE ENTRANCE FROM TRANSFORMER BLDG SIDE WTR MTR INTERIOR METAL UNDERGROUND WATER PIPE ELECTRODE COMPLIANT WITH NEC 250-50(a) 4. CHECK SYSTEM OPERATION BEFORE MAKING ADDITIONAL ADJUSTMENTS N O �1 Z M U) 04 U) d' LO LJ� M O co M J (U � ��� W LU LL Q J O � U m L a - C � LU N O ZU U a� J E: J 2 N L M CU CL w (D N g CU W b � o o W LU 0 V) rn a C- a) g' p LU a OU)(CClILU a te) rn F- U W 2 U Q Z Q �• o0 0 0 F- °? o c o X w CU N LL o a C-4 C5 =r--ti Z r` ti Q O Ned' �U)�Ln� .! J 0) Lo Lo 0 OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. U) LU J Q c -fN UJ o 77 aN� U U) U) J J_ U_ Q ti 0 L DC W "I Q av U LU0co J Z � w <C 2017-054 E202 a III .II P. is �: dX I. 911 iin .111L, AIN111,111`�7 Al 111'. 'i [,I III I 1 11 1 1 1 -F __ _I GENERAL NOTE5 PLUMBING CONTRACTOR I . PC TO FURNISH AND INSTALL MIXING VALVE FOK ITEM 30 EYE WASH STATION. PRESSURE DEVICES AS REQUIRED BY STATE AND LOCAL CODES. THE PLUMBING 9. GAS PIPING CONTRACTOR TO PROVIDE GAS SERVICE TO FOODSERVICE 2. SEE SHEET P- I FOR FLOOR DRAIN LOCATIONS AND OTHER REQUIREMENTS.. I . HEIGHTS LISTED ON ROUGH -IN 5CHEDJLE ARE TO THE CENTER LINE OF THE ENGINEER IS RESPONSIBLE FOR COORDINATION AND FEES REQUIRED FOP, F - EQUIPMENT AT A MAXIMUM OF 14" W.C. FCOJ SERVICE � ENT CONTRACTOR 3. WHERE DIMENSIONS ARE SHOWN TO EXTERIOR OF BUILDING THEY ARE SHOWN TO ROUGH -IN. ALL DIMENSIONS ARE FROM FINISHED WALLS AND FLCORS. OF DEVICES. (EC) TO FUR.NI5H REGULATORS FOR EQUIPMENT THAT REQUIRE PRE55UR.E5 IN51DE FACE OF EXTERIOR WALL. EXTERIOR WALL THICKNE55 AND FOUNDATION 2. WHERE POSSIBLE ROUGH -INS ARE TO BE CONCEALED IN THE WALL AND STUBBED 5. INSTALL ALL FAUCETS, SPRAY UNITS; LEVER WASTE DRAINS, VACUUM BREAKERS, BELOW 14" W.C. GAS PIPING CONTRACTOR TO INSTALL THE REGULATORS DETAILS MUST BE VERIFIED. OUT AT THE HEIGHT INDICATED. CHECK VALVES, FLOW CONTROL. VALVES, TROUGH WATER INLET-5, WATER FILTERS, 4. PC TO SEAL ALL PLUMBING PENETRATIONS THRU WALK-IN COOLER/FREEZER, WALL 3. WHERE AN OPEN SITE (HUB DRAIN) 15 SPECIFIED THE CONTRACTOR IS TO � � � F ,, � ��TRAINERS, FR\ VAL.VES, T/F GAUGES, FURNISHED B; THE FEC/KEC AS SHOWN ON FURNISHED BY FEC AS INDICATED ON THE FOOC)SERViCE AND CEILING PANELS. TERMINATE THE DRAIN PIPING OVER CENTEK OF DRAIN PER STATE AND LOCAL THE MECHANICAL SCHEDULES. EXPOSED PIPING AND FIXTURES SHALL NCT SHOW MECHAfJICALIELECTRICA!JPLUMBING SCHEDULE (M.E.P.) 10. FEC 1-0 FUKNI5H ALL 5PECIF!ED FLEX GAS HOSES 1-0 THE GAS PIPING CODES. TOOL MARKS. HOKIZ.ONTAL. PIPING 5HAL.L. BE A MINIMUM OF 6" AFF. ALL EXPOSE[) CONTRACTOR FOP, INSTALLATION A5 INDICATED IN THE SPECIFICATIONS AND ON4. >'EC PROVIDE ALL WATER SUPPLY AND DRAIN UNE5, DRAIN FITTINGS, FLOOR DPAIN5, PIPING ABOVE 34" AFF TO 6E CHROME PL.A1"ED. VALVES, TRAPS, UNIONS, TAILPIECES, PRESSURE REDUCING VALVES, CHECK. G. COORDINATE w/ BEVERAGE MACHINE PURVEYORS FOR PLUMBING P�EQUIREMENTS THE M.E.P. SCHEDULE SHEETS. VALVES, SHOCK ABSORBERS, PVC CONDUIT FOR BEVERAGE AND REFRIGERATION ON PURVEYOR/5UPPLIER FURNISHED EQUIPMENT. I . FEC TO FIELD VERIFY ALL ROUGH -IN LOCATIONS AT EARLY DATE TO ENSURE LINES A5 REQUIRED. PROVIDE GREASE TRAPS OR INTERCEPTORS SIZED PER CODE 7. � : � PROVIDED r -1 THE FiR�/FU�L GAS SHUT-OFF SOLENOID VALVE 15 F �C�V1D�D BY HVA„ ANL, CORRECT PLACEMENTS AND QUANTITY. NOTE ANY CHANGES AND SUBMIT TO THE TO HANDLE L15TED VOLUMES AS INDICATED ON FLUMBING/MECHANICAL SCHEDULE INSTALLED BY PC/MC ARCHITECT AND CONSULTANT FOR APPROVAL. SHEET. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING ENGINEER TO 5PECIFY 8. ALL FEED SUPPLY PIPING, SHUT-OFF VALVES AND DRIP LEGS ARE PROVIDED BY 2. FEC TO COORDINATE w/ PC, ON EXISTING EQUIPMENT PLUMBING) REQUIREMENTS. AND DETAIL THE KEQUIKEMENT,S FOR CODE COMPLYING BACKFLOW/REDUCED GAS PIPING CONTRACTOR.. ITEM I PLUMBING CONNECTION 5CNEDULE I B 3" HUB DRAIN (CLEARWATER WASTE) STUB -UP 3" AFF 215 DRAINS TO HUB DRAIN LISTED FOR ITEM 1 B 7.1 Y" HW 14" AFF 7.2 3" HUB DRAIN STUB -UP 6" AFF SEE DETAILS FOR WASTE OIL RECOVERY 7.3 %" CW 14'; AFF SYSTEM ON SHEET P- I 12 3/4" BLACK IRON PIPE 24" AFF. FROM ABOVE. OUT TO ITEM 1 2A 1 2A 3/4' BLACK IRON PIPE 96" AFF. FROM ABOVE. IN FROM ITEM 12 13 WASHER. AND DRYER BY OWNER. VERIFY REQUIREMENTS 15 VERIFY w/ SODA SYSTEM SUPPLIER 1 5A 6" PVC SLEEVE STUB -UP 1 2" AFF, OUT TO ITEM 1 5C 155 6" PVC SLEEVE STUB -UP 1 2" AFF, OUT TO ITEM 1 5D 1 5C 6" PVC SLEEVE STUB -UP 6" AFF, FROM ITEM 1 5A 1 5D 6" PVC SLEEVE STUB -UP 6" AFF, FROM ITEM 155 1 9. I %" HW 20" AFF (THREE LOCATIONS) 19.2 1 %" DW 2.0" AFF (THREE LOCATIONS) 19.3 %" CW 20" AFF (THREE LOCATIONS) 20,1 3/4" HW 14" AFF, CONNECTS TO FAUCET AND 5ANITIZER SYSTEM 20.2 2" DW 1 0" AFF (TWO LOCATIONS) 20.3 3/4' CW 14" AFF, CONNECTS TO FAUCET 22.1 3/4" HW 14` AFF 22.3 3/4" CW 14" AFF 23.1 3/4" HW 14" AFF, PROVIDE A%" TEE FOR ITEM 25.1 23.3 3/4" CW 14" AFF, CONNECTS TO ITEMS 23 AND 24 24.2 1 %" DW 10" AFF 24.3 CW FROM ITEM 23.3 ROUGH -IN, DISPOSER ITEM 24 15 OPTIONAL, VERIFY w/ OWNER 25.1 %" HW FROM ITEM 23.1 FOR CHEMICAL FEED SYSTEM 25.2 4" HUB DRAIN STUB -UP 3" AFF 26.1 3/4' HW 14" AFF, 51 RANCH THRU BOOSTER TO DISHWASHER 30 %" MIXED H/C WATER 14; AFF FROM MIXING VALVE, WATER TO BE 70-75 DEGREES F. 30.1 Y" HW IN CEILING ABOVE EYE WASH STATION 30.2 1 Y4' DW 24" AFF 30.3 %" CW IN CEILING ABOVE EYE WASH STATION 32 MOP 51NK AND H/C WAl ER FAUCET BY FC, VERIFY REQUIREMENTS 33.1 3/4" HW 46" AFF, PROVIDE HOSE TYPE CONNECTION AND SHUT OFF VALVE 33.3 3/4" CW 48" AFF, PROVIDE H05E TYPE CONNECTION AND SHUT OFF VALVE 51 " N. GAS 1 8" AFF 60 I Y4' N. GAS 18" AFF, TWO LOCATIONS, SEE GAS PIPING DETAIL THIS PAGE 63.2 3" HUB DRAIN STUB --UP 3" AFF 64.3 3/4' CW 60" AFF, BRANCH TO ITEMS 15, 66, 84, 97, 104 - SEE DETAIL BELOW 66.2 3" HUB DRAIN STUB -UP 3" AFF 66.3 3/4" CW 66" AFF, BRANCH THRU MAIN FILTERS ITEM 64 TO ICE MAKER 66A.2 DRAINS TO HUB DRAIN LISTED FOR ITEM 103.2 66A.3 3/4 CW 14" AFF. BRANCH THRU MAIN FILTERS ITEM 64 TO ICE MAKER (OPTIONAL ITEM) VERIFY w/ EQUIPMENT SUPPLIER 75.2 DRAINS TO HUB DRAIN LISTED FOR ITEM 63.2 75.3 3/a" CW 18" AFF 80A.2 3" HUB DRAIN 5TU5-UP 8" AFF 80B.2 3" HUB DRAIN STUB -UP 6" AFF 80D. I Y2 HW 20" AFF - CAP FOR FUTURE USE 80D.2 1 %" DW 20" AFF - CAP FOR FUTURE USE 80D.3 Y2' CW 20" AFF - GAP FOR FUTURE USE 84.3 3/4' CW 28" AFF, CONNECTS TO ITEM 64 AND 96 THRU MAIN WATER FILTER ITEM 64 (55.1 3/4" HW 4" BELOW FINISHED CEILING W/ SHUT OFF VALVE 65.3 3/4" CW 4" BELOW FINISHED CEILING WI SHUT OFF VALVE 85.4 (3) 2" SCHEDULE 40 PVC 5LEEVE5 THROUGH FINISHED CEILING. 55.5 (3 LOCATIONS) - 2" SCHEDULE 40 PVC SLEEVE FROM ABOVE FINISHED CEILING TO EXTERIOR OF BUILDING. SEE DETAIL "A" ON P-1 . 96.2 3" HUD DRAIN STUB -UP 8" AFF 96.3 CW FROM ITEM 37.3 57.3 3/4" CW 14" AFF, BRANCH THRU FILTER TO ITEMS 96 AND 97 96.3 CW FROM ITEM 64.3 ROUGH -IN 103.2 3" HUB DRAIN STUB -UP 8" AFF 103.3 CW FROM ITEM 104.3 104.3 3/4" CW 14" AFF, BRANCH THRU FILTER TO ITEMS 1 03 AND 104 GENERAL NOTES: I . PLUMBING CONTRACTOR TO FLU511 ALL LINES OF FOREIGN MATTER BEFORE FILTER CARTRIDGE INSTALLATION 2. DO NOT USED SOLID PIPING TO WATER BOOSTER. 3. VEKiFY PLYWOOD BACKING IN WALL wl GC BEFORE MOUNTING BOOSTER 4. PROVIDE UNIONS ON BOTH SIDES OF BOOSTER PUMP AND WATER FILTER 5. IF PEX PIPING REQUIRED PER LOCAL CODES ON ANY FILTERED WATER 5UFPLY LINES A I " DIA. MINIMUM LINE SIZE IS TO BE USED. ICE MACHINE TO BE DIRECT, NO TEES. ALL FI TINGS TO BE FULL FLOW. DC NOT REDUCE LINE SIZE AT FITTINGS. 3/4' DIA. COPPER FILTERED ,� DESCALED WATER OUT TO ICE MAKERS, COFFEE MAKER * ICED TEA, ITEMS 66, 66A, 84,85 � 98 DIA. FILT EKED WATER OUT TO DRIVE-THRU SELF -SERVE SODA STATION, ITEMS 96, 97, 103 * 104 CUNO DP290 WATER. PC TO PROVIDE 3/4" UNION TYPE FITTINGS BYPASS FILTER FOODSERVICE ON EITHER 51DE OF BOOSTER PUMP EQUIPMENT SUPPLIER. FURNISHED AND INSTALLED BY � � S REQU RED LV PEPSI BUILDING WALL A MECHANICAL ROOM \\\A COPPER INCOMING WATER SUPPL i t SHUT-OFF VALVES i i i_ SHUT-OFF VALVES! AS REQUIRED I AS REQUIRED I L..L.__ _.1_._--- --- --- _.__._J 3/" MIN. DIA. COPPER WATER FILTER BYPASS CIRCUIT WATER FILTER SCHEMATIC FOR ICE, SODA & COFFEE EQUIPMENT SCALE: NTS 12-17-2015 DRIVE-! HR.0 SERVICE 104 PVC SLEEVE UNDER FLOOR, KEEP DRY DURING CON5TKUCTION, SEAL BOTH ENDS AFTER 50DA LINE INSTALLATION DRINKS � CONDIMENTS t, ®PVC SLEEVE UNDER FLOOR, KEEP 102 DRY DURING CONSTRUCTION, SEAL BOTH ENDS AFTER SODA UNE INSTALLATION PLUMBING 5YMBOL5 o HW HOT WATTK ® CW COLD WATER. I o DW DIKECT WASTE o H.D. HUB DRAIN p F.D. FLOOR DRAIN G GAS AFF ABOVE FINISHED FL.00K C P 0 C POINT OF CONNECTION pgq PWC EXTERIOR POWER WA5HE CONNECTION GENERAL NOTE5: I . GAS PKE51JRE REGULATOR TC BE A MINIMUM OF 1 20" AWAY FROM EQUIPMENT. MAINTAIN ; %" PIPE SIZE TO EQUIPMENT DROPS. KEEP ELBOWS TO A MINIMUM. 2. GAS PE55UKE REGULATOR BY M.C. REGULATOR MUST BE ADJUSTABLE AND MUST HAVE MINIMUM OF I " OUTLET. VENT REGULATOR PER ALL LOCAL CODES, KEEP ELBOWS TC VERIFY GAS PRESSURE OUT TO ITEMS 51 AND MINIMUM AND DO NOT REDUCE 60 TRU55 BEARING AT 1 0'-0" -CLO5UR.E PANEL5 BY HVAC--\ 765 MBTU AT 2# INCOMING -- GAS PRESSURE, BTU LOAD FOR GRILL AND FRYERS ONLY MECHANICAL GAS SHUT-OFF VALVE BY MC, VERIFY LOCATION AND GAS PKE55UKE5 w/ FIRE 5Y5TEM i N51-Al ITEM 49 EXHAUST t 00D BY H!VAC ' 3/4" TO FEED ITEM 51 GRIDDLE, 7"-9" W.C. GAS PRESSURE AT CONNECTION y ITEM 59 EXHAUST HOOD BY HVAC FINISHED CEILING AT 6'-0" 1 /4' TC FEED ITEM 60 FRYERS 7"-9" - W.C. GAS PRESSURE AT CONNECTION IIP ES5URE A NEQL PME STNT O C!ONNECTIONII ,,,-GA5 PIPING ROUGH -IN FOR ITEMS 51 AND 60, SEE SHEET F55-2 FOR EXACT L.00ATION5 AND HEIGHTS 1 A" GAS PIPING, BRANCH TO TW0 CONNECTIONS FOR ITEM 60. DO NOT CULVER'S LARGE FOUR VAT FRYER LAYOUT & NATURAL GAS PIPING DETAILS SCALE: NTS 12-17-2015 FOODSERVICE PLUMBING PLAN - METRO XL - 2017 PROTOTYPE SCALE: 1/4" = 1'-0" Hrr-r5M � ONr rVIR �F[E SATE PL.Ald F01: �Ir�N1" 51ti1; N0P111 OPENTATION Its c to c t ca L u. L a� O O N .E as Q- 0 s �3 CD ci O d 0 a� ci .Q 0 .a d E c a� to L Q- L s .N aD .a a� t 0 N C ca ry fJ! s O tf ea L1 O Z c O L at .O 0 of N c .a a� 2L O s 3 to .a c ea c co v, to t 0 c L 0 0 U O CD �fJf 0 a� O as v to c to 0. W a� s Z 2 Ix Culver Franchising System, Inc. 1240 Water Street Prairie du Sac, WI 53578 608.643.7980 1 I ` I I 1 i � I z tt' tr W U) Cn z U) O CL - CV � W am >M IJ Fm X o 0 0 Imm .J UJ D 2 Sheet Contents: FOODSERVICE PLUMBING PLAN Project No. Metro XL - 2017 Drawn By: V. Young ------------------------------------------ Dare: Jan. 1, 2017 Sheet FS=2 11 � rrlrTlfi _111- r ; ITEM ELECTRICAL CONNECTION SCHEDULE A 1 1 5/ 1.-BOX 100" AFF I B 1 1 5/ 1 -BOX 100" AFF I C 206/3 J-BOX 42" AFF ON BUILDING ROOF, VERIFY LOCATION wl GC D I i 5/ 1 J-BOX 100" AFF 2A 1 15/1 J-BOX 100" AfF 26 2081I J-BOX 1 1 2" AFF 2C 206/3 J-BOX 42" AFF ON BUILDING ROOF, VERIFY LOCATION wl GC 2D 1 1 5/ 1 J-BOX 100" AFF 7 1 1 5/ 1 DCO 48" AFF, TWO LOCATIONS 9 1 i 5/ 1 S.O. 46" AFF, TWO LOCATIONS 9A 1 1 5/ 1 5.0. 30" AFF TWO LOCATIONS, SEE ELEVATION DETAIL BELOW 1 2 1 1 5/ 1 D.O. 9G" AFF, OPTIONAL. VERIFY w/ OWNER. 1 2A BLANK 2X4 J-BOX G8" AFF, PROVIDE Y/" EMPTY CONDUIT TO ABOVE FINISHED CEILING, VERIFY wl OWNER 3 VERIFY w/ OWNER ON WA5HER/DRYER REQUIREMENTS 15 1 1 5/ 1 D.O. GO" AFF, VERIFY w/ SODA SUPPLIED, 19 1 1 5/1 GFC,I D.O. 24" AFF, THREE LOCATIONS 24 208/3 J-BCX I G" AFF 25 1 1 5/ 1 J-BOX 70" AFF 25A SWITCH FOR EXHAUST HOOD FAN 50" AFF, VERIFY w/ HVAC 2G 206/3 J-BOX I G" AFF 28 15/I DEDICATED ISCL.ATFD ?_4 HOUR CIRCUIT Al -CEILING, VERIFY w/ FIRE SYSTEM INSTALLER, TWO LOCATIONS 34 1 i 5/ 1 D.O. 90" AFF 3G 20811 S.O., TWO L.00ATION5, 48" AFF AND G4" AFF 37 1 1 5/ 1 D.O. I G" AFF 41 1 1 5/ 1 S.C. 45" AFF 41 A 206/1 J-BOX ROUGH -IN AND COVER FOR FUTURE USE ABOVE CEILING 43 1 1 5/ 1 5.0. 48" AFF 48 1 1 5/ 1 D.O. 18" AFF 49 SWITCH FOR EXHAUST FAN, MUST BE INTERLOCKED wl COOKING EQUIPMENT ITEMS 5 1 , GO AND KFCC 51 1 1 5/ 1 D.O. i 8" AFF 5G 1 1 5/ 1 D.O. 24" AFF 58 1 1 5/ 1 J-BOX GO" AFF 59 SEE ITEM 49 COMMENTS GO 1 1 5/ 1 D.O. 24" AFF GOA 1 5/ 1 D.C. 24" AFF G I 1 1 5/ 1 D.O. 24" AFF G3 208/3 S.O. THREE LOCATIONS, COORDINATE INSTALL w/ REFRIGERATION SYSTEM INSTALLER G3A 206/3 J-BOXES 42" AFF ON BUILDING ROOF, VERIFY LOCATION wl GC G35 1 1 5/ 1 5.0. COORDINATE INSTALL w/ REFRIGERATION SYSTEM INSTALLER G5 1 1 5/ 1 D.C. 42" AFF GG 20611 J-BCX 90" AFF 6E>A 15/ 1 J-BOX G4" AFF GGA. 208/1 J-BOX ON BUILDING ROOF G9 1 1 5/ 1 D.O. 24" AFF, TWO LOCATIONS 70 208/3 J-BOX 24" AFF, WIRE TO OUTLET FOR ITEM 70 MOUNTED INSIDE CABINET 71 1 1 5/ 1 D.O. 48" AFF 72 1 1 5/ 1 D.C. 46" AFF TWO LOCATIONS 74 1 1 5/ 1 D.O. 24" AFF 75 1 1 5/ 1 D.O. 24" AFF 60A 1 1 5/ 1 J-BCX 24" AFF 80B 20811 J-BOX 24" AFF 60C 1 1 5/ 1 D.O. 48" AFF, FOUR LOCATIONS 80E 1 1 5/ 1 D.O. 24" AFF 81 1 1 5/208/ 1 S.C. 24" AFF 83 1 1 5/ 1 D.O. 90" AFF 84 1 1 5/208/ 1 S.C. 48" AFF 65 20811 5.0. G" BELOW FINISHED CEILING. 65A (3 LOCATIONS) - I" SCHEDULE 40 PVC SLEEVE FROM ABOVE FINISHED CEILING TO EXTERIOR OF BUILDING. 5EE DETAIL "A" ON P-1 . 90 1 1 5/ 1 STUB -UP 8" AFF, BRANCH TO OUTLETS MOUNTED IN COUNTER AS SHOWN 91 1 1 5/ 1 DEDICATED ISOLATED STUB -UP 8" AFF, BRANCH TO OUTLETS MOUNTED IN COUNTER AS SHOWN 93 1 1 5/ 1 J-BOX 1 8" AFF, WIRE TO OUT LET FOR ITEM G9 MOUNTED INSIDE CABINET 94 1 1 5/ 1 D.O. 48" AFF 9G 1 1 5/ 1 D.O. 12' AFF 97 1 1 5/ 1 D.O. 1 2" AFF 98 1 1 5/ 1 S.C. 46" AFF i 00 1 1 5/1 D.O. 90 AFF, LIGHTS TO BE ON/OFF PENDANTS, VERIFY LOCATION OF DISPLAY CASE 103 1 1 5/ 1 D.O. 20" AFF 104 1 1 5/ 1 D.O. 20" AFF OG 1 1 5/ 1 D.O. 70' AFF 1 13 1 1 5/ 1 D.C. 42" AFF ! 14 1 1 5/ 1 D.O. 24" AFF G.P. 1 1 5/ 1 DCO 24" AFF (20,0) AMP VARIOUS LOCATIONS 5/5 "C" CHANNEL TRIM ADJUSTABLE 5/5 OVER5HELVE5 GENERAL NOTES SEE SHEETS E- I. E-2, F-3 AND E 4 FOR OTHEK. POWER, PHONE AND COMMUNICATION ELECTRICALCONTRACTOR 5. COORDINATE WITH BEVERAGE MACH INIf PURVEYOP. FOR ELECTRICAL REQUIREMENTS ON ALL REQUIREMENTS. PURVEYOR FURNISHED EQUIPMENT. HEIGHTS LISTED ON ROUGH -IN SCHEDULE ARTO THE CENTER LINE OF THE ROUGH -IN. ALL 2. WHERE DIMENSIONS ARE SHOWN TO THE EXTERIOR OF THE BUILDING, THEY ARE SHOWN TO DIMEPv510N5 ARE : f�OM FINISHED WALLS AND FL.00P�_, FROM ' G. EC TO PROVIDE G.F.I. STYLE OUTLETS WHERE CODE DICTATES THEY SHOULD BE IN WE THE !N51DE FACE OF THE EXTERICK WALL.. EXTERIOR WALL_ THICKNESS AND FOUNDATION r ; r_.. WHERE POSSIBLE 1-HE TROUGH-IN5 ARE TO BE CONCEALED IN THE. WALL. OR FLOJZ AND AREAS. DETAILS MUST BE VERIFIED. STUBBED OUT AT 1 HE HEIGHT S INDICATED. 7. REFRIGERATION LINES ARE 10 BE RUN IN WALL-5 PRIOR TO ELECTRICAL. RUNS. 3. EC: TO 5FAL ALL. ELECTRICAL. PENETRATIONS THRU WALK-IN COOLER/FREEZER WALL. AND 3. PROVIDE All RECEPTACLES, CONDUIT, CONTAClOR5, CONTROLLERS, SWITCHES, CEILING PANES• DISCONNECTS, STARTERS, ETC. UNLESS SO INDICATED IN THE ELECTRICAL SCHEDULE A5 ffEC FURNISHED BY THE FEC FOR INSTALLATION BY THE EC. 4• INSTALL DEVICES FURNISHED BY FEC AND INDICATED ON THE ELECTR.ICA.L,'MECNANICAL FEC TO FIELD VERIFY' ALL ROUGH -IN LOCATIONS AT EARLY DATE TO ENSURE CORRECT PLACEMENTS AND QUANTITY. NOTE ANY CHANGES AND SUBMIT T O THE ARCHITECT AND SCHEDULE. CONSULTANT FOR APPROVAL. 2. FEC TO COORDINATE w/ EC ON EXISTING EQUIPMENT ELECTRICAL REQUIREMENTS ITEM 3G CUTLETII ; GENERAL PURPOSE OUTLET ITEM 37 OUTLET ITEM 9 OUTLETS GENERAL. PURPOSE OUTLET DINNER MAKE STATION OUTLET DETAIL SCALE: NTS 10-7-2016 ELECTRICAL SYMBOLS 0 J-BOX ELECTRICAL JUNCTION BOX 0- 5.0. SINGLE OUTLET tx D.O. DUPLEX OUTLET AFF ABOVE FINISHED FLOOR 5W SWITCH Cs VAPOR PROOF WAL.r; IN DOOR LIGHT PROVIDED BY FEC, EC TO WIRE AND INSTALL ADDITIONAL VAPOR PROOF LIGHT PROVIDED BY FEC, EC TO WIRE AND INSTALL SEE SHEET F-4 FOP, CASH REGISTER. R.EQUIREM ENT5 IN TH 15 AREA 113 103 104 66A u I nu �_A ..Ij_° o " c -- - -- ; 0 ------------------------------------- DRINKS 4- CONDIMENTS ,(114) DINING lol it 00 NOTE I - E.C. TO FURNISH AND INSTAL!_ ALL WIRE5 AND RACEWAYS FOR THE WALK-IN FREEZER/COOLER CONDENSING UNITS AND EVAPORATOR CCiL5. NOTE 2 -ALL WIRES ARE TO BE 1 2AWG RUNNING CONTINUOUSLY FROM THE EVAPORATOR COIL TO THE CONDENSING UNIT. (NO JOINTS) NOTE 3 - ALL CONDUITS FROM THE CONDENSING UNIT TC THE EVAPORATOR COIL MUST BE A MINIMUM OF 1 /2'' 5EALTIGHT. NOTE 4 - IF ADDING A SWITCH IN THE WALK-IN BREAK WIRE #3 AT THE COIL ONLY. ROOFTOP CONDENSING UNIT DEFROST CLOCK FACTORY 220V/ I PHASE ROOFTOP CONDENSING UNIT ------ INSTALLED WIRING DEFROST CLOCK F 3 1 2 4 N X. 220V I I PHASE _ FIELD INSTALLED 205V / 3 PHASE WIRING I \ `2 FROM CONTACTOR IN F 3 1 2 4 N X L _ CONDENSING UNIT 208V / 3 PHASE L. REMOVE EVAPORATOR COIL - -- L2 BLACK JUMPER FROM CONTACTOR IN X DEFR:05T - - ----- LI CONDENSING UNIT WN;TE N L I SERVICE RED 3 HEATING DISCONNECT BLUE BLUE IN WALK-IN BL-ACK 4 COOLING SERVICE H F LI 1 20V / I PHASE SOLENOID COIL LI N - - - - - >AN5 D15CONNEC,T 220V / 1 PHASE IN WALK-IN H FROM CLOCK rl GREEN GREEN WALK-IN FREEZER WIRING DIAGRAM SCALE: NTS 12-17-2016 WALK-IN COOLER WIRING DIAGRAM SCALE: NTS 12-17-2016 DKIVF-THRU SERVICE I04 ENTRY 103 106 90 X 91 ENTRY 10G 7I .� _ ._._ 69 ------ - --- n - ------ -- - - - 1 94 -- --- ------ --- - 70 t , TT `_ 93 ,n 96 '' Ll ----- - cc 97 72 REFRIGERATION CHASE, DNO ELE`FJCAL IN THI5 74 SPACE SUNDAE PREP _ -- n 80E- �� Ll 80A X 80C , 26 66 REMOTE PULL STATION VERIFY LOCATION vvl LOCAL CODES I - .-_-__- MOP ROOM ----- ---- 18 FOUR 51NGLE OUTLETS 12A\ 51-ACKED VERTICALLY AT THI5 LOCATION SEE „ DETAIL ON THI5 25A DRAWING 63 63.5 C7 - - - --- - - --- 10 ----- ; \ = J ------------------------- 6I 85.A OFFICE I OFFICE ELECTRICAL' PHONE/COMMUNICATION _!I UTiL.ITYP.00M REQUIREMENT5 BY 1 OTHER. SEE SHEETS E-2, I I G E-3, AND E-4, VERIFY w/OlhN E P \\ r- 7 L , ! -------------- r --- 60---- - � m - ; z i- -- - ;; ; ",-r-- _ . ; J8 - u u -� - I _ - G? G ,,A P *_ - 1 �. -- 37 J -/- _-- --- �6 l --- J _ — (� i r - R rt ; -- ---------------- It II�Ip- 9 3I 01 E FUL.L. STATION 11 = / - - ---- VERIFY LOCATION w/ RE ��VF ! � LOCAT I -- LOCAL CODES i aXDi 265 49 = l - 59 ( - 28 H ALL u 109 9 12" 48 KITCHEN FAN CONTK.OI_ CENTER - (KFCC) MOUNTED ABOVE FINISHED --------------- CEILING. SEE NOTES ON SHEET _= 0--( EN MEN = WOMEN GENERAL NOTE: EC TO FURN1511 AND !N5TALL HUBBEL L #1--IBL 8420 AND HUBBELL #842 I C FOR. EACH 206/3CONNECTION, TOTAL OF THREE �FIN15HED CEILING OUTLETS TC BF AS FOUR SINGLE OUTLETS CLOSE TO END OF STACKED VERTICALLY AT TH15 WALL A5 POSSIBLE LOCATION, VERIFY wl REFRIGERATION CONTRACTOR (V CV ITEM G3 OUTLETS FINISHED FLOOR.-, C ,NF ITEM G3B OUTLET CUSTARD MACHINE OUTLET DETAIL SCALE: NTS 12-17-2015 15 p 24 25 13 VERIFY ALL REQUIREMENTS FOR BAG IN BOX SYSTEM! AND SODA LINE RUNS w/ SODA SUPPLIER DRY GOODS 115 DOOR/LIGHT ASSEMBLY CONNECTION POINTS 12 EO 1 f-f I VERIFY ALL ELECTRICAL REQUIREMENT5 w/rOWN ER FO:K T H ESE AREAS u HEATED AIR VENT f/ / /t CONN POINTT EFZEFZFR U 19 ONLY r V / ! `. r COOLER r FREEZEP,�`r EXTRA LIGHT r r r! ! CONNECTION r r rll r r i 120 r j 121 POIN15 rEXTP.A L;GH I - -- Ll �0� IC:ONNEC,TION � - iPOINTS t i t t Th!P.FE POLE SINGLE t t EMPLOYEE TOILET THROW SNITCH FOR i -O!L CONNECTION POINT -_ '-'OIL CONTROL i II✓4 i — — �.. - ----- - <---------------------------------------------- ! - ,, - , - - -- - -- - -- - - + F- IA ID '- II u 85,A COIL. CONNECTION THREE POLE COIL DRAIN LINE HEAT POINT 2A 23 r'U SINGLE ThIROW TAPE CONNECTION SWITCH FOR POINT COIL CONTROL EC TO SEAL ALL ELECTRICAL PENETRATIONS THRJ WALK IN COOLER/FREEZER WALL AND CEILING PANELS FOODSERVICE ELECTRICAL PLAN - METRO XL - 2017 PROTOTYPE SCALE: 1l4" = 1'-0" r.r,r --IIr>r: rror`r r;�Y;e �?IUN N""'I111� OC;ICWAfl0N E N 9+ .N > d ! m ------ --- -+----- ------- ------ ---- - --''' LL m to In c cis tom. U) Sheet Contents: F— FOODSERVICE z ELECTRICAL a PLAN Project No. XL -- 201.7.......- -- - - -Metro Drawn By: ------------------------ V.-Young .._ . ----- Date: Jan. 1, 2017 Sheet FS=3 -- - d IN 10 1. 1,.I A IIlil �, T___— ���� _ I. ., �_ ..ill .:. r�llii :I d, fl1 I:1�.Al1 ;�:1--i l.iT 7.-1 ��;,. I __—'_._ I --TTT--1- _ __ I __l- —T i i. TELEPHONE CACLE TELEVISION CONNECTION W WIP,ELE55 ACCE55 POINT CONNECTION CAT 5E OF, CAT 6 WIRE PTHMET" CONNECTION CAT 5E OP, CAT 6 WIRE HI2MI CONNECTION Neu HI2MI CONNECTION 5UP,VEILLANCE 5Y5TEM © 5UP,VEI1,1,ANCE CAMERA Q 5PEAKER ZONE I I'UA C 1�5-FOOM5 zone riumber ZONE 2rAflOVEA ZONE 3 MAN PINING DOOM 5ECURITY 5Y5TfM KEYPAP 55 SECURITY 5Y5TEM MAIN PANEL fo[/ NUMMK VVI1 h UVVW ®2 ®2 GFNFPA Not5! 1, PROVIPF CONPUIT, WIPE AMP TERMINATIONS FOR CACLE TV, ETHERNET AMP HPMI PEVI5E5. VERIFY LOCATION5 WITH OWNER, MAIN PATCH PANEL LOCASP IN OFFICE 2, MU51C 5Y5TTM EURN15HEb ANb IN5TAI1EI7 CY OWNER' 5 5UPPLIEP,, COOP,12INATE 5PEAER ANb AMPLIEIEP, LOCATION5 WITH OWNER, 3 5UPVEI1,LANCE 5Y5TEM EUP,NI5HEI2 ANb IN5TALLFP CY OWNEP,' 5 5UPPLIEP,, COOPPINATE CAMERA ANn MONITOP, LOCATION5 WITH OWNER, 4, TELEPHONE SYSTEM EURN15HEb CY LOCAL PHONE COMPANY ANn IN5TALLEP CY ELECTRICAL CONTRACTOR, COOFPINATT MAIN PANEL ANb JACK LOCATION5 WITH OWNEP,. T1HREE LINE5 MINIMUM AT EACH LOCATION 5, 5ECUPIT Y SYSTEM EURNI5HEC AMP IN5TALLEP COY OWNER' 5 5UPPLIER, COOPPINATE KEYPAP AMP MAIN UNIT LOCATION5 WITH OWNEP,. 6. 5FF ELFCTP,ICAL 5HFET5 FOP, ALL CASH PF6I5SP,/ P05 SYSTEM POMPP, AMP COMMUNICATION REQUIP,EMENT5 COAXIAL CADLE TO MECHANICAL ROOM ETHEP,NET CAT 5E OP, 6 WIRE TO OFFICE PATCH PANEL SURFACE MOUNTED T,V, OWNEP, PROVIbEb (50" TV RECOMMENI2FP) OUTLET POP, TV/ MONITOR I 1 / 2'' 51,EFVF fHPU TOP WALL PLATE POP, OWNPP, SUPPLIED HI2MI CACLF MFPIA PLAYER — OUTLET FOP, MFPIA PLAYED /--FIN15HEr F� CFILING 2x12 �LOCKIN6 P,EQUIRFI7 �Y 6C �FfMEN 5TUb 5PACE5 PROM 3' -8" TO 6' -4" PROM FIP,T RATEP WALL PIMFN51ON INPICATE5 AREA WHERE 5TEEL 5TUb 15 U5EV t FIRE RATEP KITCHEN WALL MOUNTING CP,ACKET TO 5UPPORT VEP,TCALLY MOUNTEP MONITOP .d■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ LOCATION5 P OP ALL POMP, ANP COMMUNICATION PDXF5■■■■■■■■■■■■■■■■■■■■■ POMP, & PATA �OXF5 MOUNTEP ON FITHFF, 51PF OF WOOF 5TUP ABOVE CLOCKING "M (3 EWES MIN) N MAIN CE 2x12 CLOCKING RTQUIRTt7 PY GC CFTWFFN 5TUb 5PACF5 FROM 7' -6'' TO 9' -6''Af f, GFNFp& IW&L N01�5 1. MONITOP, AMP MOUNTING CRACKET PPOVIPFP CY OWNER, 2, PIAGRAM RELATE5 TO 5TANPAPP PpOTOTYPF II'-0" CEILING HEIGHT ONLY. 6. C, TO VERIFY w/ OWNEP, LOCATION FOP, NON -TYPICAL CEILING HEIGHTS, 6, C. TO PROVIPF CLOCKING AT CRACKET MOUNTING HEIGHT, 5, CRACKET MOUNT & ANCHOP, LOCATION MAY VAFY, VERIFY w/ OWNER, DINING ROOM TV LOCATION DIGITAL TODAY'S FEATURE BOARD -3 E SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" LOW VOLTAGE PLAN - METRO XL - 2017 PROTOTYPE SCALE: 1/4" = V-0" LEST SInE EP,ONT P,EAR RIGHT 51bE 5EE 51TE PLAN POP, NORTH ORIENTATION _ E as U) .y _ L L CD U O _ O .N to .E L d O 3 CD O L tL 0 L L O cc to .Q d CIO E t� L Q- L tai t _ .y ty .O N L L O to _ _410 CL N M ty t y.. O f4 CL O Z c O L d O i N t _ L L• N �L O t CIS _ cc fA 4n U) CM .N _ L d U O d H .y d L L cc Cn _ cc CL W ca a� z z F Culver Franchising System, Inc. 1240 Water Street Prairie du Sac, WI 53578 608.643-7980 ■ Z n W Cf) Z � rJ Z oa — N cf) W J z a X>M cc L H oo F W F... p .J LLI cr c, 2a. Sheet Contents: LOW VOLTAGE PLAN Project No. Metro XL - 2017 Drawn 8y: S. Datka Date: Jan. 1, 2017 Sheet FS=3ml II Ii:I11li11ID [1:-IT-11 Tj- 1 T--T - EL5 ISOMETRIC FOR ITEM 47 KITCHEN SIDE HEATED PASS-THRU DETAILS SCALE: NTS BUILDING CEILING BULKHEAD BY GC SECTION THRU ITEMS 45,53, 80 AND 81 ISOMETRIC FOR ITEM 45 CUSTOMER SIDE DRINKS $ CONDIMENT5 102 JEL CAP =P' Of DW I,cII OUTLINE FOR JTEEL EQUIPMENT CURB BASE. CURB FUR1\1I5HED BY EQUIPMENT 5UPPLIEK TO GC, GC TO IN5TALL. VERIFY ALL DIMEN51ON5 AND DETAILS w/ EQUIPMENT SUPPLIER, SEE DETAIL5 ON F5-7 ITEM I VENTILATION CONNECTION 5CH EDU LE 25A 475 CFM, 7" x 7" DUCT CONNECTION, .11 27" S.P. AT DUCT COLLAR, VERIFY IF REQUIRED 49 1 500 CPM, 1 2" x 1 2" DUCT CONNECTION, 1 .9 1 8" S.P. AT DUCT COLLAR 59 1 500 CFM, 1 2" x 1 2" DUCT CONNECTION, .5 1 8" 5.P. AT DUCT COLLAR GENERAL NOTES I . HOOD5 ARE TO BE FLJRN15HED AND INSTALLED BY THE HVAC CONTRACTOR, FEC TO COORDINATE ALL DETAILS OF COOKING EQUIPMENT WITH HVAC CONTRACTOR IN51DF OF WALK-IN COOL.ERJFREEZER WALK-IN COOLER/FREEZEK PANEL5 BY FEC COOLER/FREEZER DOOR BY FEC ADJUSTABLE DOUBLE SWEEP GA5KEr BY FEC 5/5 COVE BASE BY FEC -1/2" OR 1 /4" -I LLER BY GC, VERIFY FLOCRI NG - 2" x BOX FRAME BY GC. REDWOOD OR TREATED MATERIAL ONLY �— FLOORING MATERIAL BY GC —� ►L� HEAVY DUTY 5/5 THRE5HOLD AND ANTI -SWEAT HEATER BY FEC n .° 4 Q 1 /2" INSULATION FOR FZOST 4" 5LAB EXTRUDED POLY5TYRENE BREAK AT PE RIME?"ER BY GC INSULATION FOR. U 5 E UNDER WATERTIGHT SEAL FORMED BY 15 MIL CONCRETE BY GC WATER BARRIER w/ MANUFACTURER5 CONCRETE 5UB-FLOOR BY GC RECOMMENDED PRESSURE SENSITIVE TAPE, BY GC WALK-IN COOLER/FREEZER DETAILS SCALE: NTS 2" CLEARANCE REQUIRED BETWEEN COOLER/FREEZER PANEL5 AND BUILDING WALL PARTITION 5ECTION BY FEC VINYL SCREED BY FEC 5/5 COVE BA5E BY FEC FLOORING MATERIAL BY GC r- - CONCRETE BY GC - 1/2" INSULATION 'o WATERTIGHT 5EAL. FORMED BY 15 MIL WATER BARRIER v✓/ MANUFACTURER'S RECOMMENDED PRE55URE 5EN51TIVE TAPE, BY GC CONCRETE VINYL 5CR.EED BY FEC 1/2" iN5ULATION ° n 5UB-FLOOR BY GC 4" 5LAB EXTRUDED POLYSTYRENE INSULATION FOR U5E UNDER CONCRETE BY GC .... ...... DRIVE-THRU SERVICE 104 ✓ L_ I V L_ I \t \ L. 1 V %_1 I L_ I . MAINTAIN PROPER VENTILATION INSIDE OF WALK-IN COOLER/FREEZER DURING INTERIOR. TILE AND GROUT INSTALLATION TO PREVENT DAMAGE TO THE \&IALK-IN 'WALL PANEL5 FOODSERVICE BUILDING WORKS PLAN - METRO XL - 2017 PROTOTYPE SCALE: 7/4" = 1'-0" ITFT 19Pr rr,ONT >r �,11 ���,�� r5� r iUH s er ��10F Opi�r�r;�T 10r 1 v E UN S U) _ c� Li tJ O 0 0 UN N E L_ N Q. 0 3 d O L a d L L 0 4) .Q d a co E c ai Cn a� L L r7L t .F+ .y N .O d _ L 0 cc m w O _ O cc� O- O Z _A E O W d .O O _ O t N .L O _ M CU CS UN d N A V C LL L U 0 N Cl) 0 .02 M W co a� m _ t- C7 Z N Z 0 U) LL.1 LU 1 0 �> O Culver Franchising System, Inc. 1240 Water Street Prairie du Sac, WI 53578 608.643.7980 U Z W Cn N z Cn �a � rJ Z Na �' UJ z X>= CC LL 0F=0 > �O � LUCC Sheet Contents: FOODSERVICE 3UILDING WORKS PLAN Project No. Metro XL - 2017 Drawn By: V. Young Date: Jan. 1, 2017 Sheet EQUIPMENT SCHEDULE ELECTRICAL 5CHEDULE PLUMBING SCHEDULE MECHANICAL 5CHEDULE ITEM DE5CRIPTION QUAN NEW (N) EXIST (X) VOLT PHAS KW AMP HP CONN NEMA COMMENTS ITEM CW 1200E 1400E HW GPH WASTE GA5 COMMENTS EXH, EXH. EXH. COMMENTS DIR. INDR, M13TU SIZE FUTURE (F) TYPE NUMBER HW HW MAX, CFM 51ZE S.P. I WALK-IN COOLER I NEW A,) BOX I NEW 1 1 5 1 3.0 DIR. EC TO CONNECT DOOR LIGHT, SWITCH ASSEMBLY AND (2) EXTRA INCANDESCENT LIGHTS. B.) COIL I NEW 1 1 5 1 3.6 DIR, EC TO WIRE FROM J-BOX TO COIL CONNECTION POINT, INTERWIRING WITH TIME CLOCK ON 15 1 ," DRAINS TO CLEARWATER WASTE HUB DRAIN IN I " DIA. COPPER PIPE PER ALL LOCAL BUILDING ROOF. CODES. DRAIN TO BE TRAPPED OUTSIDE OF THE BOX. C.) CONDENSING UNIT I NEW 208 3 14.5 1 112 DIR. LOCATED ON BUILDING ROOF. VERIFY EXACT LOCATION WITH GC, D.) COIL CONTROL I NEW 1 1 5 1 1 6,0 DIR. EC TO FURNISH AND INSTALL A THREE POLE 51NGLE THROW SWITCH. MOUNTED ON THE REAR WALL OF COOLER, 2 WALK-IN FREEZER I NEW A.) BOX I NEW 1 1 5 1 5.0 DIR. EC TO CONNECT DOOR LIGHT, DOOR/LIGHT SWITCH ASSEMBLY, TWO EXTRA INCANDESCENT LIGHTS AND THE HEATED AIR VENT. 5.) COIL I NEW 208 1 13.3 DER. EC TO iNTERWiRE FROM CONDENSING UNIT/TIME CLOCK TO COIL WITH FOUR WIRE5 FOR ! „ DRAIN5 TO CLEARWATER WASTE HUB DRAIN IN COPPER PIPE PER ALL LOCAL CODE5. DRAIN TO CONTROL AND POWER. EC TO FURN15H AND INSTALL A D.O. FOR THE DRAIN LINE HEAT TAPE. 215 BE TRAPPED OUT51DE OF THE BOX. PC TO FURNISH AND INSTALL THE DRAIN LINE HEAT TAPE. C.) CONDENSING UNIT I NEW 208 3 20.3 3.0 DIR, LOCATED ON BUILDING ROOF, VERIFY EXACT LOCATION WITH GC. D.) COIL CONTROL I NEW 1 1 5 1 1 6,0 DIR. EC TO FURNISH AND INSTALL A THREE POLE 51NGLE THROW SWITCH. MOUNTED ON THE REAR WALL OF FREEZER. 7 WORKTABLE I NEW 1 1 5 1 6� DIR. EC TO FURNISH AND INSTALL (2) DCO ON WALL A5 SHOWN ON ROUGH -IN. 7 1/21" 1/21" 21' 9 COOKER/WAKMEK5 4 NEW 1 1 5 1 4 @ 1 .8 4 C 15.0 CORD 5-1 5P UNIT5 PLUG IN AT VARIOUS LOCATION5 ON THE PLAN. 12 WASTE OIL RECOVERY 5Y5TEM I NEW 1 1 5 ! 20.0 CORD 5-1 5P BY OWNER. VERIFY ALL REQUIREMENT5. 12 3/4" 3/4" BLACK IRON PIPING, 5EE DETAIL ON P-1 . BY OWNER, VERIFY ALL REQUIREMENT5. A.) WA5TE OIL CONTROLS I NEW BLANK J-BOX IN5TALLED NEAR FRYERS 68"APE. CONDUIT TO STUB UP ABOVE FINISHED CEILING. EQUIPMENT BY OWNER. VERIFY ALL REQUIREMENTS WITH MANUFACTURERE. 13 WA51-IER/DRYER I NEW BY OWNER. VERIFY ALL REQUIREMENT5. 13 BY OWNER. VERIFY ALL REQUIREMENT5. 15 BAG -IN BOX 50DA 5Y5TEM I NEW 1 1 5 1 1 6.0 CORD 5-1 5P EC TO FURNISH AND INSTALL (1) DO ON WALL A5 5HOWN ON ROUGH -IN. BY SODA EQUIPMENT SUPPLIER. VERIFY ALL REQUIREMENT5 19 HAND 51NK5 3 NEW 1 1 5 1 2 o EC TO FURN15H AND INSTALL A GFCI AT EACH LOCATION. 10 3/@ 3/@ 131@ 20 DI5HTABLE5/UTEN5IL 51NK5 SET NEW 20 1/2" 2 (sc�"" 3 @ ONE HW 15 FOR THE SANITIZING 5Y5TEM. 5Y5TEM 15 FURNI5HED AND INSTALLED BY THE 1/2 211 CHEMICAL 5UPPLIER. VERIFY CONNECTION5 AND BACKFLOW REQUIREMENTS WITH 5UPPLIER. 22 PRE -RINSE 5PRAY A55EM13LY I NEW 22 1/2" 1 /2"" 23 PRE -RINSE SPRAY A55EM51-Y I NEW 23 112" 112" 24 DISPOSER- OPTIONAL I OPTIONAL 208 3 2.2 1.0 DIR, EC TO CONNECT DISPOSER, 50LENOID AND SWITCH. OPTIONAL ITEM VERIFY WITH OWNER 24 1/2" 1 1/2" PC TO CONNECT D15P05ER, 50LENOID, VACUUM BREAKER AND FLOW CONTROL VALVE. OPTIONAL ITEM VERIFY WITH OWNER. 25 D15HWA5HER I NEW 1 1 5 1 13.0 DIR. LEASED MACHINE. VERIFY ALL REQUIREMENTS WITH SUPPLIER. 25 3/41" 21" PC TO EXTEND 3/4" 1400 HW FROM ITEM 26 TO DISHWASHER. REQUIRE5 A 4" HUB DRAIN. EXTEND DOWN 24" BEFORE TRAPPING. CONNECT WASTE TO GREA5E TRAP. DISCHARGE 15 74 GAUHK. 25A D15HWA5HER CONDENSATE HOOD I NEW. VERI� BY HVAC, VERIFY REQUIREMENT5. 25A 350 7" X 1 27 BY HVAC. VERIFY ALL REQUIREMENT5, IF REQUIRED 7", 26 13005TER HEATER I NEW 208 3 9.0 38.0 DIK, 26 3/41" REQUIRE5 1 100 50FT HW, FEC TO PROVIDE TWO TEMPERATURE/PRE55URE GAUGE5, PRE55URE REDUCING VALVE AND PRESSURE RELIEF VALVE TO PC FOR INSTALLATION. 28 FIRE SUPPRESSION SYSTEMS 2 NEW 1 1 5 1 2 @ DIR. EACH 5Y5TEM REQUIRES A DEDICATED 24 HOUR CIRCUIT, EC TO INTERCONNECT SHUNT TRIP 28 FEC TO FURNISH MECHANICAL GAS SHUT-OFF VALVE TO PC FOR INSTALLATION. 16.0 BREAKERS FOR ITEMS 48, 5 1, GO, GOA (OPTIONAL), 6 1. BY HVAC. VERIFY ALL REQUIREMENTS BY OTHERS. VERIFY ALL REQUIREMENT5. 30 EYE WA5H STATION I NEW 30 1/2" 112" 1 1 /4" PC TO FURNISH AND INSTALL A HOT AND COLD WATER MIXING VALVE, OUTGOING WATER TO BE BETWEEN 70-75 DEGREES F. EYEWASH 5TATION FURNISHED BY FEC INSTALLED BY PC 32 MOP 51NK I NEW 32 1/2" 1/2" 2" BY PC. VERIFY ALL REQUIREMENT5. 33 JANITOR5 CHEMICAL 5Y5TEM I NEW 33 1121" BY CHEMICAL 5UPPLIER. VERIFY ALL CONNECTION5 AND BACKFLOW REQUIREMENTS. 34 REACH -IN FREEZER I NEW 115 1 12.0 CORD 5-20P 35 FUTURE ITEM I FUTURE 208 1 40.0 ROUGH IN AND COVER FOR FUTURE USE. 36 MICROWAVE OVEN I NEW 208 1 3.2 16.4 CORD 6-20F REQUIRES A DEDICATED, ISOLATED CIRCUIT, 37 REFRIGERATED DRAWER 5A5E I NEW 1 1 5 1 4.0 CORD 6-20F VERIFY ALL LOCAL CODES, CONDITIONS AND ALL ARCHITECTURAL PLAN5 BEFORE 41 REFRIGERATED WORKTABLE I NEW 1 1 5 ! 14,0 112 CORD 5-2OP EC TO FURNISH AND INSTALL 5.0. 48" AFF. DROP FROM CEILING. BIDDING.. 4 1 A REFRIGERATED WORKTABLE f UTU RE NEW 208 1 50.0 DIR. EC TO ROUGH IN AND COVER A J-BOX ABOVE THE FINI5HED CEILING FOR FUTURE U5E. 43 BUN TOASTER I NEW 1 1 5 1 13.0 CORD EC TO FURNISH AND IN5TALL 5.0. 48" AFF. DROP FROM CEILING. 48 CU5TOM MEAT REFRIGERATOR I NEW 1 1 5 1 10.0 1 /4 CORD 5-1 5P 49 EXHAU5T HOOD (GRILL) I NEW HOOD MU5T BE ELECTRONICALLY INTERLOCKED TO ITEM 5 1 , BY HVAC. VERIFY REQUIREMENT5. 49 1 500 1 1 2° X I .9 18 BY HVAC. VERIFY ALL REQUIREMENT5. 51 GRIDDLE I NEW 1 1 5 1 1.32 CORD 5-1 5P EC TO FURNISH AND INSTALL A SHUNT TRIP BREAKER, INTERWIRED TO ITEM 28, 51 135 3/4" PEC TO FURNI5H FLEX GAS LINE TO PC FOR INSTALLATION. PC TO FURNISH AND INSTALL A GAS PRESSURE REGULATOR ABOVE FINISHED CEILING. EQUIPMENT REQUIRES 7"-9' W.G. GAS PRE55URE AT CONNECTION. SEE DETAIL ON SHEET F5-2 56 BUN WARMER I NEW 1 1 5 1 2.1 CORD 5-1 5P EC TO FURNISH AND INSTALL A SHUNT TRIP BREAKER, INTERWIRED TO ITEM 28. WIRE FROM 58 FRY STATION HEAT LAMP I NEW 1 1 5 1 15.5 DIR. J-BOX ON WALL TO CONNECTION ON STATION, IN 5EALTITE. 12" X BY HVAC. VERIFY 59 EXHAU5T HOOD (FRYER5) I NEW HOOD MUST BE ELECTRONICALLY INTERLOCKED TO ITEM GO. BY HVAC. VERIFY REQUIREMENTS. 59 1 500 1211 5 18„ ALL REQUIREMENT5. 4 @ TOTAL I @ REQUIRES PC TO FURNi5H AND ( I) GAS CONNECTIONS. PEG TO FURN15H FLEX GAS LINE TO PC FOR INSTALLATION.REQUIRES 60 FRYER5 4 NEW 1 1 5 1 CORD 5-1 5P EC TO FURNISH AND INSTALL A 5HUNT TRIP BREAKER, INTERWIRED TO ITEM 28. GO 450 I I j4'" 7" A REGULATOR ABOVE FINISHED CEILING, EQUIPMENT REQUIRES 7"-9" W.C. AT CONNECTION. �EETDETAI �ON .5 SHEET FS-2 A.) BUILT IN FILTER I NEW 1 1 5 1 15.0 CORD 5-20P EC TO FURN15H AND INSTALL A 5HUNT TRIP BREAKER, INTERWIRED TO ITEM 28. GI CU5TOM FISH REFRIGERATOR I NEW 1 1 5 1 7.0 114 CORD 5-1 5P 63 CUSTARD MACHINE I NEW 205 3 3 @ 3 @ CORD ALL REQUIREMENTS TO BE CONFIRMED WITH OWNER AND REFRIGERATION CONTRACTOR. 63 I /2" WATER 15 FOR OPTIONAL WATER FAUCET. FROM ITEM 75 ROUGH -IN. 9.0 3.0 CUSTARD MACHINE REQUIRE5 A TOTAL OF (6) 3.0 HP CONNECTIONS, (3) AT MACHINE AND (3) FOR THE CONDENSING UNITS ON ROOF. ELECTRICIAN TO PROVIDE AND INSTALL (3) HUBBELL A.) REMOTE COMPRESSORS I NEW 208 3 32@ 3 o DIR. H5L-8432C MALE RIGHT ANGLE PLUGS ON CUSTARD MACHINE. ALSO PROVIDE AND INSTALL (3) HUBBELL HBL-8430 RECEPTACLES IN WALL NEXT TO CUSTARD MACHINE. **** DO NOT ROUGH -IN B.) HOPPER COMPRESSOR 1 NEW i 15 ! 7.0 I /4 CORD ELECTRICAL IN WALL UNTIL AFTER REFRIGERATION LINES HAVE BEEN ROUGHED IN WALL. EC TO FURNISH AND INSTALL (3) THREE WEATHERPROOF FUSED DISCONNECTS ON BUILDING ROOF. VERIFY LOCATION WITH G.C, EACH PLUG REQUIRES A 4" SQUARE BOX AND A SINGLE GANG RING 3 @ WATER FILTER FURNI5HED BY FOOD5ER.ViCE CONTRACTOR. PC TO INSTALL, 5EE DETAIL 64 WATER FILTER SYSTEM I NEW 64 3/4 ON DRAWING F5-2. 65 WORKTABLE I NEW 1 1 5 1 1 6.0 DIR. EC TO FURNi5H AND INSTALL D.O. A5 5HOWN ON ROUGH IN 3 @ FILTERED WATER FROM MAIN WATER FILTER. PC TO FURNISH AND 66 ICE MACHINE AND BIN I NEW 208 1 12.6 DIR. REQUIRES A 3 WIRE SERVICE WITH 115V FOR NEUTRAL. 66 112" 3/4"" INSTALL ALL CODE COMPLYING BACKFLOW DEVICE5. 5EE DETAIL ON SHEET F5-2. NEW/ FILTERED WATER FROM MAIN WATER FILTER. PC TO FURNi5H AND 66A ICE MAKER 1 OPTIONAL 1 1 5 1 1.0 DIR. 66A 112'" 112"" INSTALL ALL CODE COMPLYING BACKFLOW DEVICE5. SEE DETAIL ON SHEET F5-2. 66A ICE MAKER REMOTE CONDENSER I NEW/ NEW/ 208 1 I I ,6 DIR. LOCATED ON BUILDING ROOF, VERIFY LOCATION WITH GC. 3 @ EC TO FURNISH AND INSTALL (2) D.O. ON WALL A5 SHOWN ON ROUGH -IN, OTHER BLENDER -7 69 A5TR0 BLENDERS 3 NEW I2.1 1 1 5 1T CORD 5-1 5P PLUG5 INTO ITEM 93A F 0 OIL m a 0 0 Culver Franchising System, Inc. 1240 Water Street Prairie du Sac, Wl 53578 608-643-7980 z Sheet Contents: MEP L4-"bl F-1 Project No. Metro XL - 2017 Drawn By: V. Young Date: Jan. 1, 2017 Sheet EQUIPMENT SCHEDULE ELECTRICAL 5CHEDULE PLUMBING SCHEDULE ITEM DESCRIPTION QUAN NEW (N) EX15T (X) VOLT PHAS KW AMP HP CT PE COMMENTS ITEM CW ! 20 F ! 40 F hW GFH WASTE GAS COMMENTS DIR. JINDK. MBTU SIZE FUTURE (F) NUM ER KW hW MAX. 70 MILKSHAKE MACHINE I NEW 208 3 1 G.0 CORD L 15-30F EC TO FURNISH AND INSTALL (1) 5.0. MOUNTED INSIDE CABINET A5 SHOWN ON F5-7 WIRE FROM ROUGH IN SHOWN ON 1`53 TO OUTLET. 71 WORKTABLE I NEW 1 1 5 1 1 G.0 DIR. EC TO FURNISH AND INSTALL D.O. ON WALL AS SHOWN ON ROUGH -IN. 72 HEATED SYRUP DISPENSERS 2 NEW 1 1 5 1 3 @8 CORD 5-1 5P 74 REFRIGERATED WORKCOUNTER I NEW 1 1 5 1 10.0 1 /4 CORD 75 CUSTARD DIPPING CABINET I NEW 1 1 5 1 10.0 1 /4 CORD 75 112" 1 112" CW IS FOR THE DIPPERWELL FAUCET MOUNTED ON THE CUSTARD MACHINE. DRAIN 15 FOR THE WATER TROUGH MOUNTED ON THE CUSTARD MACHINE (50 REFRIGERATED 5/5 BACKCOUNTER I NEW 80 112" A.) COLD PAN/REFRIGERATOR 1 NEW 1 1 5 1 112 DIR. COMPRESSOR 15 FOR THE COLD PAN AND THE THREE DOOR UNDERCOUNTER REFRIGERATOR. 80A 1 " FABRICATOR TO PRE -WIRE CONTROLS TO A SINGLE CONNECTION POINT. 5.) SOUP WELL I NEW 208 1 1.8 8.7 DIR. FABRICATOR TO PRE -WIRE SOUP WELL THRU CONTROLS MOUNTED IN51DE CABINET TO A 80B I „ PLUMBER TO FURNISH AND INSTALL A DRAIN SHUT-OFF HANDLE MOUNTED UNDER THE SINGLE CONNECTION POINT. CABINET BEHIND THE DOOR, AND EXTEND TO HUB DRAIN. C.) CONVENIENCE OUTLETS 5 NEW 1 1 5 1 5G � DIR. EC TO FURNISH AND INSTALL (5) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. D.) HAND SINK I FUTURE 80D 112" 112" 1 112" E.) COLD PAN I NEW/ OPTIONAL 1 1 5 1 4.0 CORD 8 I HEATED PASS THRU I NEW I 1 5/ I 2.88 15.5 CORD L 1420P THIS 15 A 4 WIRE PLUS GROUND SYSTEM. FABRICATOR TO PRE -WIRE HEAT LAMP5/LIGHT5 THRU 208 CONTROLS MOUNTED AT THE BOTTOM REAR OF THE PA55 THKU TO A SINGLE CONNECTION POINT. 83 REACH IN REFRIGERATOR I NEW 1 1 5 1 G.0 CORD 5-1 5P 84 COFFEE MAKER I NEW I 1 51 I 18.3 CORD THIS 15 A 4 WIRE SYSTEM. EC TO FURNISH AND INSTALL CORD CAP MATCHING OUTLET. 84 1!4" BY COFFEE SUPPLIER. VERIFY REQUIREMENTS. PC TO FURNISH AND INSTALL ALL 206 BY BEVERAGE SUPPLIER VERIFY ALL REQUIREMENTS. CODE COMPLYING BACKFLOW DEVICES. 85 PRESSURE WASHER I NEW 208 1 1 G.0 CORD BY OWNER. VERIFY ALL REQUIREMENTS. 85 3/4" 3/4" BY OWNER. VERIFY ALL REQUIREMENTS. 8G MENU BOARD I NEW 1 1 5 1 1 G.0 DIR, BY OWNER. VERIFY ALL REQUIREMENTS. 90 FRONT SERVICE COUNTER I NEW 1 1 5 1 2G Q DIR. EC TO WIRE FROM ROUGH -IN TO (2) DCO MOUNTED INSIDE OF CABINET BY FABRICATOR. 91 CASH REGISTERS 5 NEW 1 1 5 1 5 @ CORD5 REGISTER 5Y5TEM REQUIRES DEDICATED 150LATED CIRCUITS. BY CASH REGISTER 5Y5TEM SUPPLIER. .5 VERIFY ALL ELECTRICAL AND COMMUNICATION REQUIREMENTS WITH SUPPLIER. SEE SHEET E-3 FOR DETAILS EC TO FURNISH AND INSTALL (1) D.O. MOUNTED IN51DE CABINET AS SHOWN ON F5-7 93 DRIVE UP COUNTER I NEW 1 1 5 1 1 G.0 DIR. WIRE FROM ROUGH IN SHOWN ON 1`53 TO OUTLET 94 DRIVE UP COUNTER I NEW 1 1 5 1 1 G.0 DIR, EC TO FURNISH AND INSTALL (1) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. 9G ICE AND SODA DISPENSER I NEW 1 1 5 1 1.5 CORD BY SODA SUPPLIER. VERIFY ALL REQUIREMENTS. 9G 3/8" 2 @ BY BEVERAGE SUPPLIER. VERIFY REQUIREMENTS. WATER FROM ITEM 97. 3/4" PC TO FURNISH AND INSTALL ALL CODE COMPLYING BACKFLOW DEVICES. 97 CARBONATOR I NEW 1 1 5 1 10.0 CORD BY SODA SUPPLIER. VERIFY ALL REQUIREMENTS. 97 112" BY BEVERAGE SUPPLIER. VERIFY REQUIREMENTS. PC TO FURNISH AND INSTALL ALL CODE COMPLYING BACKFLOW DEVICES. 98 ICED TEA BREWER I NEW 1 1 5 1 14.8 CORD 5-1 5P BY TEA SUPPLIER. VERIFY ALL REQUIREMENTS. 98 1 /4" BY TEA SUPPLIER. VERIFY REQUIREMENTS. PC TO FURNISH AND INSTALL ALL 100 DISPLAY CASE I NEW 1 1 5 1 2.0 CORD 5-1 5P OPTIONAL VERIFY LOCATION WITH OWNER AND GC. CODE COMPLYING BACKFLOW DEVICES. 103 ICE AND SODA DISPENSER I NEW 1 1 5 1 5.2 CORD BY 50DA SUPPLIER. VERIFY ALL REQUIREMENTS. 103 3/8" 2 @ BY BEVERAGE SUPPLIER. VERIFY REQUIREMENTS. WATER FROM ITEM 104. 3/4" PC TO FURNISH AND INSTALL ALL CODE COMPLYING BACKFLOW DEVICES. 104 CAK50NATOR I NEW 1 1 5 1 10.0 CORD BY 50DA SUPPLIER. VERIFY ALL REQUIREMENTS. 104 112" BY BEVERAGE SUPPLIER. VERIFY REQUIREMENTS. PC TO FURNISH AND INSTALL ALL CODE COMPLYING BACKFLOW DEVICES. I OG RETAIL FREEZER I NEW 1 1 5 1 10.5 CORD 5-1 5F 1 1 3 BEVERAGE COUNTER I NEW 1 1 5 1 1 G.0 DIR. EC TO FURNISH AND INSTALL (1) DCO ON WALL A5 SHOWN ON ROUGH -IN PLAN. 114 CONDIMENT COUNTER 1 NEW 1 1 5 1 1 G.0 DIR. EC TO FURNISH AND INSTALL (1) DCO ON WALL AS SHOWN ON ROUGH -IN PLAN. EH REFRIGERATION SYSTEMS I I NEW SEE ITEMS 1, 2 AND G3 FOR INDIVIDUAL REQUIREMENTS. AL50 SEE DRAWING F5-1 0 115 i SEE DRAWING F5-1 0 FOR ROOFTOPPENETRATION DETAILS. - I v E as a C" c .Ln :c c.) _ M ,E as s�. 0 t 0 c. L 0 .CL .a c�a E c w a. a as r c 0 .w w .o d o _ cc CL a� cu 0 cc n 0 z c 0 as .c 0 as LA c -a �L 0 ca cc y Cn .Ln L CD 4) CD s L a d L cc c Q- 0 U) w E- z z a) a 0 Culver Franchising System, Inc. 1240 Water Street Prairie du Sac, WI 53578 608-643-7980 � I I z W C C7 r ,. J z O C1. CMFn- Uj _ I (1) CL J z >- �t x LjL H o� 00 cc CC �-- W > 0 .j Uj I= v 2 CL / Sheet Contents: MEP SCHEDULE Project No. Metro XL - 2017 Drawn By: V. Young Date: Jan. 1, 2017 Sheet FS=6 II A l r---r ------ r— ; - _ - — -- - I R I . r t F. _'i Ili U t , -, I , Al fLILL WALL 5/5 "C" CHANNEL TRIM ITEM 8 7. Lo I Ir /2" TURN WALL E / WALL 5d-FLF ITEM 9 ITEM 45 5/5 WALL CAP DRAWER WELD ON LEVER BRACKET HA WALL —\I UNDERSHELF 1 ITEM 7 PREP TABLE FS-7 SCALE = 1 /2" 5 FREEZER ELEVATION �,F S 7 SCALE =1/2" -1' 0" ITEM 76 ITEM 79 I " TURN -UP AT WALL BUILT-IN COLD PAN W/ COVER SIZED FOR (1 2) UG SIZE PANS G" IF DEEP ITEM 79 WELDED REAR LEGS TO CR055 RAI L5 CROSSRAiLS ADJUSTABLE FLANGED FOOT AT WALL OPTIONAL SECTIONAL - REMOVABLE UNDER5HELF z ITEM 7 SECTION - OPTIONAL FS-7 SCALE = 1 /2" 1' 0" ITEM 45 5/5 "C" CHANNEL TRIM ADJUSTABLE 5/5 - OVER5HEL VE5 ITEM 36 � I ITEM 9 ITEM 50 GENERAL PURPOSE i OUTLET 6 MICROWAVE ELEVATION \FtS SCALE =1 /2" -1' 0" ANGLED WALL SHELF DETAILS 16 GA. 5/5 SHELF AND BRACKETS GUT -OUT FOR 10 PANS. (5) I /GTH AND (5) 1 /9TH SIZE I " TURN UP AT WALL I' I' = I65° 11 3'-6" q III, PLAN VIEW SIDE VIEW ITEM 81 ITEM 36 OUTLET ITEM 9 OUTLETS ITEM 37 AND OUTLET GENERAL PURP05E OUTLET ITEM 21 WELD ON LEVER BRACKETS 14 GA. 5/5 REMOVABLE SCRAP BASKET. 2 112" HIGH W/ INTEGRAL HANDLES AND 1/4" DRAIN HOLES PLACED i' APART. — 24" X 24" X 1 2" DEEP SINKS EXHAUST HOOD 20'-4" BY 30" WIDE 5/5 D15HTABLE5 Ln ITEM 25A ITEM 22 ITEM 23 " �— ITEM 24 I'' OPTIONAL 20" X 20" X 5" DEEP SINK DISPOSER. i I/2" TURN -UP WITH 5/5 REMOVABLE VERIFY W/ AT WALL D15HRACK SLIDE AND OWNER SCRAP BASKET. SEE DETAIL ABOVE T ITEM 20 ti d ---- _- -- CHANNEL BRACING PER SPEC CHANNEL Ylf ` ITEM 25 BRACING PER ITEM 26 CR055RAIL5 SPEC AND END FLANGED WELDED BRACKETS 3 DISHWASHING LINE \,FS.Z/SCALE = 1/2" -1' 0" VERIFY -- LOCATION OF SPLASH I" REAR —� TURN -UP AT WALL 18GA GALVANIZED CHANNEL BASE AT COUNTER PERIMETER. FURNISHED BY FEC, INSTALLED BY GENERAL CONTRACTOR 3/4" RADIUS TOP AND BOTTOM Z5/5 TOP, SPLASH, FRAMEWORK, AND DOUBLE PAN DOOR �T ADJUSTABLE MID5HELF cc = 17 1" REAR TURN-UP5 BOTTOM SHELF --4 18GA. :" REAR DC FRAME LAMINATE AND MA50NITE FIT INSIDE FRONT 5/5 FRAME. REAR DOOR PAN FITS INSIDE FRONT FRAME. SCREW TOGETHER W/ SMALL ROUND HEAD 5/5 SCREWS. 2 1/2" VERIFY WITH TILE THICKNESS FLOOR TILE AND COVED BASE BY OTHERS 7 ITEM 80, 93, & 94 DOOR AND SECTION DETAILS \,FS-V SCALE =1" -1' 0" MENU BOARD CENTER ON ORDER COUNTER ITEM 90 250 FIELD VERIFY T ITEM 47 5/5 CHANNEI TRIM TOP AND SIDES 6'- ��uv i �n 1A/IfIF ITEM 79 24 12" OPTIONAL DROP -IN ITEM 78 COLD PAN .L---'---1--- 1---1---1---1---1--- - --- --- ' I 3" WIDE 5/5 TOP WI 3/4" RADIUS ON TOP AND BOTTOM o THREE DOOR REFRIGERATION SECTION ;I EXTENSION OF S/S TOP ` -------- --- --- - -- AND SPLASH BEHIND ITEM 78 DIPPING CABINET. REMOVABLE o VERIFY CABINET 51ZE BOTTOM AND LOCATION SHELF ADJUSTABLE ITEM 80 1 2" X 20" BUILT-IN HOT WELL. SHELF RECESSED CONTROLS 9 ITEM 80 SET COUNTER ELEVATION MOUNTED IN A S/S APRON BEHIND --- F '7 SCALE = 1/2" -1' 0° l �r VIDE A 2 1/2" HOLE IN COUNTERTOP AS CIFIED _D VERIFY AND DRDINATE HEIGHT W/ VE THRU WINDOW SILL X 20" X 5" DRAWER W/ ,VY DUTY 5/5 SLIDES REMOVABLE BOTTOM SHELF MINATE PANELS WITH - )VED CORNERS 11 BOTTOM SHELF SHELF ITEM 94 ELEVATION FSJ SCALE =1/2" -1' 0" ITEM 98 ITEM 64 -, DJU5TABLE - SHEL----------------- —HOLE PROVIDE A 2 112" IN THE COUNTERTOP AS SPECIFIED 0 N PROVIDE A SCRIBE IN THE 'n TOP 5PLA5H AND CABINET FRONT AT RIGHT SIDE. m REMOVABLE BOTTOM SHELF `ITEM 69 62" BY 30" WIDE \ 3 1 " ITEM 93 VERIFY ALL SHELF MOUNTING 11EIG11T5 W! OWNER ITEM 27- I - BLACK A55 THERMOPLASTIC SNAP IN HANDLE 1/4" MA50NITE BACKER SHEET 23 112" AMINE 5/5 ITEM 36 OUTLETS i; i; 5/5 "C" CHANNEL TRIM i " I FIELD VERIFY SIZE 1 " X 3" EVENLY SPACED ` NOTCHES FOR CORDS 5" TURN DOWN — ` ATTACH TO WALL 3" 6" HALF WALL \ 14 GA. 5/5 DISPOSER SWITCH BRACKET SET BACK ` 8" FROM FRONT OF ROLLED \ RIM AND FULLY WELDED TO ` UNDERSIDE OF TABLE. \ ITEM 45 S/S WALL CAP V S-7 SCALE = 1I2" -1' 0" I BGA, S/r LENGTHS TO BE A5 SPECIFIED IN WRITTEN SPEC e\,FS.7j ITEM 14 CORNER GUARD SCALE = NTS '—ITEMn62 FURNISHED ANDTanrrno FINISHED CEILING - ITEM 47 FURNISHED AND ITEM 56 BUN WARMER LaL INSTALLED BY FEC CONTRACTOR BRACKET. BOLTS TO LEFT UPRIGHT OF PA55-THRU ITEM 49 HEATED PA55-THRU WINDOW. FEC ITEM 58 ITEM 59 _ EXHAUST HOOD TO FIELD VERIFY LOCATION AND SIZE. EXHAUST HOOD l I JJ��JDD'� _ ITEM 48 ITEM 5 I7 _ C_ <\\ o ,> ITEM 53 _ _ _ e e e � e 4 LA 1 a COOK LINE ELEVATION FS-7 SCALE =1/2" -1' 0" �f ►�Z�Z ITEM 69 # 70 OUTLETS MOUNTED INSIDE CABINET BY E.C. MOUNTING BRACKET BY 5/5 FABRICATOR. ITEM 69 FOOT PEDAL AND GROMMET ITEM 46 ITEM 95 K'l2 ITEM 93 FRONT ELEVATION rl ITEM 93 SIDE ELEVATION FS-7 SCALE =1 /2" -1' 0" FS-7 SCALE =1 /2" -1' 0" MOUNTING CHANNEL I BLENDER FOOT PE BRAC RUBBER STOPPER ITEM 60 ITEM 6 I --1 14 ITEM 65 ELEVATION FS-7 SCALE =1 /2" -1' 0" c� m tairM � o E 2 .� .> s De v c c� ti a; m � > G CJ L CL 4) H 4) Sheet Contents ELEVATIONS 0 z z AND DETAILS Project No. Metro XL - 2017 Drawn By: V. Young Date: Jan.1, 2017 Sheet FS=71 ITEM 42 ELEVATION FSE. 8 SCALE =1/2 10.11011 COOK LINE SIDE OF e¢�� �x `- HEAT LAMP5/LIGHT5 BEVEL BOTH 51DE5 OF SHELF 3/411 I " WIDE BREAK IN TURN -UP POWER RADIUS CORNERS CORD EXIT 4 ITEM 81 ISOMETRIC VIEW FS-8 SCALE =1/2" -1' 0" END VIEW DOUBLE BOOTH F CAP 51 1 LAMINA AINATE # VINYL FABRIC \NDWICH 5LIDE5 YVIVLV VLL—I IJI J IIIVII IVVICH AT FRONT EDGE OF PA55-THRU FOR 6ACK5PLA5H OF ITEM 80 ELEVATION VIEW EXTEND 5UPPOKT PO5T5 DOWN HEATED PA55 THROUGH THRU NOT SHOWN ITEM 58 5PLA5H. MOUNT J-BOX ON WALL FOR — TO EXTENDED HEAT LAMP5/LIGHT5 TABLE CHANNELS 11 W1 CONCEALED - FASTENER5, REMOVABLE REAR TURN UP AT FRY DUMP PAN DRAWER I /G 51ZE 5/5 PAN5 OPEN STORAGE 63 UNDER5HELVE5 W/ I" REAR TURN UP5 2 TOP VIEW HEAT LAMP5/LIGHT5 If 81 yll 3" CUT-OUT IN TOP FOR FRY DUMP m PAN. TURN TOP DOWN 1 �— PROVIDE A 3" NOTCH IN TOP FOR PASS THRU POWER CORD PROVIDE A NOTCH IN TOP FOR ACCESS TO FRY BAG BIN5 BELOW II ° II TOP VIEW ITEM 53 DETAILS " HEAT LAMP5/LIGHT5 FS-8 SCALE =1/2" -1' 0" I II 1 I I CU5TOMEK 51DE FRONT VIEW DOUBLE BOOTH I 11 1 I II I u I REAR VIEW PROVIDE A 1 1 5/208/1 FOUR WIRE CORD W/ A NEMA L- 1420P PLUG, PREWIRE ALL HEAT LAMP5/LIGHT5 THRU TOGGLE SWITCHES. CORD TO EXIT PA55 THRU ON THE GRILL 51DE. REMOVABLE 5/5 PERFORATED SANDWICH 5LIDE5 AND SUPPORT FRAME. (8) SLIDES REQUIRED. REMOVABLE 5/5 FRY BAG HOLDER OPEN SECTION FOR OWNER SUPPLIED WRAP N HOLDERS 59 8" I.D. 2" I; 5/8" TURN -UP. FINISH EDGE 2 HEAT LAMP5/LIGHT5 CONTROLS t000"5 ITEM 81 ELEVATIONS t!y SCALE =1/2" 1' 0" ERY DUMP CABINET SECTION 1 5/5 REMOVABLE 2 3/4" ANGLE FRY BAG SHELF 1 5° TURN -UP AT REAR I GII OF DUMP PAN m l9 DRAWER 5/5 REMOVABLE FRY DUMP PAN W/ 5/5 - PERFORATED SCREEN 3 2 IBII 8 4" OI I I A55E5/5 DM5LY.RH01 DS 0'D HOLDER0"5 DRAWER PAN FULLY INSULATED TOP AND 51DE5 5/5 REAR COUNTER ITEM 53 BOOTH GENERAL NOTES: I . COORDINATE BOOTH AND WINDOW 51LUCHAIR RAIL DETAIL W/ GC 2. BOOTHS W/ EXPOSED BACK5 ARE TO HAVE FLUSH FINI5HED 5ACK5 3. FIN15H BOTH ENDS OF BOOTHS 4. 5EE PLAN VIEW F5-1 FOR BOOTH LAYOUT AND CONFIGURATION 51DE VIEW 3 FRY DUMP DETAILS VS_Q/SCALE = NITS FRY RIBBON V 2 5/8" m 3/4" KADIU5 TOP AND BOTTOM 5/5 FRON'T COUNTER V13UING ITEM 80 5/5 WALL CAP ILDWALL =� �= EXTEND BLACK VINYL SEAT j - CRUMB RAIL PA5T EDGE OF BOOTH BA5E AT TILE FLOOR BASE AT CARPET FLOOR Nif= - AT WALL BY A BOOTH BASE BOX < " MINIMUM OF 1" LAMINATE # I EXTEND BOOTH FIELD BLOCKING A5 REQUIRED FIELD j BA5E TO WALL APPLIED APPLIED P -- --------------------------� __________.__________ l 4 X 5 AZEK BA5E AT __ _ _ --_____ _ ------ - -- - - -- - FOR VINYL OR VINYL COVE VINYL TILE _� -- ------ - - - ---- :__----------------------==== _ FULL PERIMETER OF 112" ( I J2" CARPET BA5E BA5E BY GC BOOTH, BOLT TO BASE BY GC FLOOR A5 NEEDED. $ ITEM 108 TALL BOOTH DETAILS VFS-V SCALE =1/2" -1' 0" TOP VIEW Ilk 53 14" Iil SOLID 51DE VIEW SURFACE TOP = I1 f s STANDARD I _ _ _ 4 DOLLIES 12 ITEM 101 & 102 ELEVATIONS VS-8) SCALE =1 /2" -1' 0" 9 ITEM 108 SECTION OF BOOTH BASE FS"$ SCALE =1/2" -1' 0" 51GNAGE —� G" X 1 2" OPENING 5/5 TRIM AND CHUTES - 50LID SURFACE TRIM WASTE CONTAINER DIVIDER5/GUIDE5 STEEL BASE PLOWDER COAT BLACK NO STEEL SUPPORT AT FLOOR AT FRONT OF CABINET FRONT VIEW v v N� °..o `c , o°o°o°o 10 o°O°O°o°o°O 00 O°O°OO°O°OOOOOOO°OO°o°O 00°O°O°O°o°O°°°o 0000000.00 °0°0 O°o°O SANDWICH 5UDE \12 8 GA. 5/5 5LIDE5. RADIU5 ALL CORNERS 3/4". PROVIDE (I I) ROWS OF (3) 112" DIA. HOLE5. fi ITEM 81 SLIDE DETAILS FS'g SCALE =1" -1' 0" END VIEW DOUBLE BOOTH 2 MAPLE TOP CAP 51 TO MATCH LAMINA LAMINATE # VINYL FABRIC VINYL LAMIN/ FRONT VIEW DOUBLE BOOTH 10 ITEM 108 SHORT BOOTH DETAILS \QFS-8,J SCALE = 1/2" 1/2" WIDE FLANGE 18 GA. 5/5 304 SERIES TURN BACK TO BE DETERMINED 13 ITEM 101 & 102 CHUTE DETAIL "-8 SCALE = NTS ERY DUMP PAN SECTION 5/5 PERFORATED 5CKEEN. TURN UP ON FRONT AND BACK. TURN DOWN ON SIDES. HEM ALL EDGE5. WELD ON 3/81' DIA. X 3/8" HIGH 5/5 PINS TO KEEP SCREEN OFF OF BOTTOM OF FRY DUMP PAN! 3/4" k 20t 41 v Il v _ REAR VIEW 40 12" Le REAR 5UP?OKT 1211 FRONT SUPPORT �f SIDE VIEW o It - u IT i V L 2 2 I. m N 112" X I I/2" FRONT SLIDE SUPPORT, ANGLE TO BE AS SHOWN BY DIMEN51ON5 ABOVE I " X 2" X I ° REAR 5LIDE SUPPORT. TOP FLANGE ANGLED DOWN TO COORDINATE W/ FRONT 5UPPORT 1 G GA. 5/5 ALL WELDED CON5TRUCTI ON 7 ITEM 81 SANDWICH SUPPORT DETAILS FS"$ SCALE =1" -1' 0" F'Pr)KIT VIFIA/ nnl IRI F Rr)r)TH AT WAI I BLACK CRUMB RAIL DGE OF BOOTH AT iY A MINIMUM OF I " BOOTH BASE TO )R VINYL OR CARPET �YRI SOLID 51DE VIEW SURFACE TOP = I1 f s STANDARD I _ _ _ 4 DOLLIES 12 ITEM 101 & 102 ELEVATIONS VS-8) SCALE =1 /2" -1' 0" 9 ITEM 108 SECTION OF BOOTH BASE FS"$ SCALE =1/2" -1' 0" 51GNAGE —� G" X 1 2" OPENING 5/5 TRIM AND CHUTES - 50LID SURFACE TRIM WASTE CONTAINER DIVIDER5/GUIDE5 STEEL BASE PLOWDER COAT BLACK NO STEEL SUPPORT AT FLOOR AT FRONT OF CABINET FRONT VIEW v v N� °..o `c , o°o°o°o 10 o°O°O°o°o°O 00 O°O°OO°O°OOOOOOO°OO°o°O 00°O°O°O°o°O°°°o 0000000.00 °0°0 O°o°O SANDWICH 5UDE \12 8 GA. 5/5 5LIDE5. RADIU5 ALL CORNERS 3/4". PROVIDE (I I) ROWS OF (3) 112" DIA. HOLE5. fi ITEM 81 SLIDE DETAILS FS'g SCALE =1" -1' 0" END VIEW DOUBLE BOOTH 2 MAPLE TOP CAP 51 TO MATCH LAMINA LAMINATE # VINYL FABRIC VINYL LAMIN/ FRONT VIEW DOUBLE BOOTH 10 ITEM 108 SHORT BOOTH DETAILS \QFS-8,J SCALE = 1/2" 1/2" WIDE FLANGE 18 GA. 5/5 304 SERIES TURN BACK TO BE DETERMINED 13 ITEM 101 & 102 CHUTE DETAIL "-8 SCALE = NTS ERY DUMP PAN SECTION 5/5 PERFORATED 5CKEEN. TURN UP ON FRONT AND BACK. TURN DOWN ON SIDES. HEM ALL EDGE5. WELD ON 3/81' DIA. X 3/8" HIGH 5/5 PINS TO KEEP SCREEN OFF OF BOTTOM OF FRY DUMP PAN! 3/4" k 20t 41 v Il v _ REAR VIEW 40 12" Le REAR 5UP?OKT 1211 FRONT SUPPORT �f SIDE VIEW o It - u IT i V L 2 2 I. m N 112" X I I/2" FRONT SLIDE SUPPORT, ANGLE TO BE AS SHOWN BY DIMEN51ON5 ABOVE I " X 2" X I ° REAR 5LIDE SUPPORT. TOP FLANGE ANGLED DOWN TO COORDINATE W/ FRONT 5UPPORT 1 G GA. 5/5 ALL WELDED CON5TRUCTI ON 7 ITEM 81 SANDWICH SUPPORT DETAILS FS"$ SCALE =1" -1' 0" F'Pr)KIT VIFIA/ nnl IRI F Rr)r)TH AT WAI I BLACK CRUMB RAIL DGE OF BOOTH AT iY A MINIMUM OF I " BOOTH BASE TO )R VINYL OR CARPET �YRI �IYIIJ L U) c C. Sheet Contents: FOODSERVICE Z ELEVATIONS Project No. Metro XL - 2017 Drawn By: V. Young Date: Jan.1, 2017 Sheet FS=81 -- . .. T-TiTSii-F. rr 'l -II., rkr - l.Ge InILtlI 11e11 JI.II '.I 11:117 ! ! I �i� I 0.- 18 GA 5/5 EDGE PROTECTION FRONT VIEW 1 /2" THICK 50LID 5URFACE TOP W/ 3" DROP. 50LID 5URFACE A5 SPECIFIED. 1 /711 V III G/= ^IIL/IflFd RAD- I I MVI UU I VVU- I UIVt IVIAI-`Lt tLVA I IUIVS OnAI G - 4 Mll -11 nn CABINET BODY TO BE CASH DRAWER5 5/5 L 131 I �N L Is L WX �--- OPEN STORAGE 3 ITEM 90 REAR VIEW ELEVATION FS'g SCALE =1/2" -1' 0" 1� CONDIMENT COUNTER FRONT VIEW • I I\flJl 1 lilllV BEHIND DOOK5 b ITEM 113 & 114 ELEVATION FS'9 SCALE =1 /2" -1 ` 0" FOR GARBAGE 3" DROP APRON IN FRONT AND ON BOTH 511)E5 — LAM I NATE ---� II 3/4" x 3/4" 18 GA. 5/5 EDGE PROTECTOR --+ SWITCH FOR LED LIGHTS GALVANIZED 5TEEL BA5E BEHIND TILE. TILE BY GENERAL CONTRACTOR. ITEM 103 ITEM 1 13 BEVERAGE COUNTER BA5E CA5INET5, AND ALL INTERIOR5 5 51DE VIEW 50LID SURFACE REFER TO INTERIOR 5ELECTION5 DOCUMENT FOR LAMINATE 5PECI FICATION5. FRONT VIEW 1/2" THICK SOLID 51-RFACE TOP W/ 3" DROP. SOLID 5URFACE A5 SPECIFIED. 5/5 BAND TO BE RECESSED 3/4" 3" DROP APRON IN FRONT AND ON BOTH 51DE5 LAMINATE — 3/4" x 3/4" 18 GA. 5/5 EDGE PROTECTOR TILE 5A5E BY FLOORING CONTRACTOR - 112" X 1 " 5/5 DIVIDER —� BARS. EXTEND FA5 T CABINET BODY 1 /2". 2 ITEM 90 STAINLESS STEEL & MAPLE ELVATIONS tS' SCALE =1 /2" -1' 0" 50LID SURFACE /=- -��� 3/4" CABINET = I WOOD is BLOCKING WHITE LED LGHT5 ON THE FULL LENGTH OF CABINET FRONT W/ CLEAR REMOVABLE LENS 3" DROP APRON ON FRONT —y AND BOTH 51DE5 PANELS MUST BE REMOVABLE — W FOR FUTURE STYLE CHANGE 1 1 /2" REAR TiJRN-UPS BOTTOM SHELF 3/4" X 3/4" 18 GA. 5/5 EDGE PROTECTOR 4 ITEM 90 SECTION AT CUP DISPENSERS VS-9) SCALE =1/2'" -1" 0" �-- CHAMFER CORNERS 51' --� I r =� � I I ALL TABLES TO HAVE 2MM EDGE BANDING. SEE DETAIL BELOW. TABLE EDGE PROFILE 2 MM SII �/=M =-, =-AAIf1iAl/ PARTICLE BOAF LAMINATE INSET. SE 7 ITEM 108 DETAILS FS-9 SCALE =112" -1' o"' n � n l - " -1 T SIDE VIEW WIRING CHASE W/ OPENINGS ON EACH END AND AT EACH CABINET SECTION =I 5/5 CABINET 3 DROP APRON ON FRONT AND AND BOTH 50E5 ADJUSTABLE FRAMEWORK MID5HELF PANELS MUST BE REMOVABLE FOR FUTURE STYLE CHANGE 1 /2" REAR TURN-UP5 BOTTOM 5HELF 3/4" X 3/4" 18 GA. 5/5 •----- 31, EDGE PROTECTOR 5 ITEM 90 SECTION AT SHELVING FS-9 SCALE =1 /2" -1' 0" SLIDING 5AFTEY GLA55 DOORS W LOCKS MLVIVIIIVVIVI CHANINEL5 VERIFY LOCATION WITH OWNER 11 5URFACE MOUNTED LED LIGHT W/ CORD SLIDING 5AFTEY GLA55 DOOK5 W/ LOCK5 �'FS.V ITEM 100 DETAILS SOLID 5URFACE LOCATE OUTLET FOR LIGHT ABOVE D15PLAY CABINET ADJUSTABLE LAMINATED SAFETY GLA55 SHELVES v y 9+ N 4M .y ca C i Y. .( 0 .0 O CIL cc a.. 0 .CL M 4) t� CD L10 CL ED w ZE c Cif L a U) �a CL of c4 as M- O Q. 0 Z 9+ 0 U, 0 "o 0 4) .0 v Rf .a d N L a .15 ea -t3 C cc E CD H cA Cif .c ca cv u. C� G of x 0 0 i c i c co CL 0 Ito 4� z z ce 1.111111 eu s G Culver Franchising System, Inc. 1240 Water Street Prairie du Sac, WI 53578 608-643.7980 r' Sheet Contents: I FOODSERVICE ELEVATIONS Project No. Metro XL - 2017 Drawn By: V. Young Date: Jan. 1, 2017 Sheet Im 11-1 I .IL I T - - rT)n,-11 -All u1I]Iiu11Jtl SI lul liiill idIIV'I 1d IIILI',P;, , -�i, !f' CQ -Roof 'T T C) DRAIN u- OPTIONAL CONDENSING UNIT FOR REMOTE ICE MAKER ELECTRICAL DISCONNECT FOR ITEM G3 -- ------------------- -------- SKYLIGHT - - ----------- ----- - -- - - - - --------- - ------------ - - ------- - ----------- --- ---------- F-1 ---------- SKYLIGHT RTU- I ---- - ------------------------------ ----- II I ----- ------ - ---------- ------------- -- - ----- TH15 ROOF PLAN 15 FOR A STANDARD METRO BUILDING. THIS 15 NOT A MIRRORED ROOF PLAN 7E ------------ ... 3"PVC SLEEVE FROM Roof - --- ----- - ----- - - - - — -------- ----------------- - - --------------- PVC COUPLING WALL TOP PLATE PVC COUPLING CONNECTOR 5TEEL CHASE CAP PVC COUPLING PVC SLEEVE TO BE SECURED TO WING WALL TOP PLATE W1 THE PVC COUPLINGS. PROVIDE THREE MATCHING HOLES IN Roof DIRECTLY ABOVE THESE THREE HOLES. MR — -7 0f—E15KYLIGHT ----RO0F N DRAIN , TLINE Of 'U OUTLINE ,."-'CU5TAP,D MACHINE REFRIGERATION CHASE CENTERED BELOW 5 KYLIGHT OVER WALL 13ELOW IN THE FIRST ---- - ---------- Of ��ALI-5 BELOW STUD SPACE SEE DETAIL BELOW - - ---------- ---- ------ --- -- SKYLIGHT 0 0 F I WING PLUM13ING \V r VENT WATER HEATER -IBELOWOW VENT INTAKE 3 3 G31 [T 6 31 -- - -------- --- ----- - -- ----- - - - --------- 4 --------------- -- - ---------- ------ --- - ----------------- - ---------------------- ---------------------- L------ ---------- -- -- --------- --- - ------------------- - --- ------- F - - ---------- -------------- v 7 - ---------- ----------- -------- - ------------- RTU-2 OP OUTLINE -- WALKING R0CfT EXHAUST WALKING 1A1 5T �/ ------ - -- --- - - ----------- - ---- - -- ---- PADS HOODS �) 5 BELOWW RV- 5KYLIGMT ------------ -- ------------------- --- - - - ------- J") ------------- ROOfTOP WALKING PAD5 - -------- EF ---------------- ---------- L - - -------- -------- - — ----- Ji ---------------------- J L J ------------------- - ------------------- - --- ------ ------ - --- ------ - - -- ------ ----------------------- j ---------- ------ O RoofTop WALKING PAD5 PKV-4 PPIV- I PLUMI5ING--,, PUUM51 G Fc ,0 V E -,\-IT VENT o13 r 7,5" 37" u- 215 OUTLINE Of 2C COOLER/FREEZER BELOW II MEMBRANE ROOF W/ INSULATION TOP Of WING WALL 5/5 CHASE COVER. W1 MOUNTING SCREWS 5/5 CHASE COVER BY f EC MOUNTING STUDS FOR 5/5 CHASE COVER, MOUNT STUDS fLU5H W1 FINISHED WALL SURFACE. INSTALL AFTER REFRIGERATION WORK 15 COMPLETED. ELECTRICAL DISCONNECT FOR I C ELECTRICAL DISCONNECT FOR 2C REFRIGERATION LINE 5ET5 FROM ABOVE BY REFRIGERATION CONTRACTOR :5/5 WALL PANELS BY HVAC CONTRACTOR Roof LADDER PVC ROOFING E300T BY ROOFING CONTRACTOR PVC COUPLING ROOF DECK (I 3" Pk//- SLEEVE PVC SLEEVES THRU ROOF FOR REFRIGERATION AND ELECTRICAL LINES. SLEEVES BY GC. 5LEEVE5 TO EXTEND 3G" ABOVE THE ROOF. PROVIDE 90 DEGREE STREET 1". DO NOT GLUE. VERIFY EXACT LOCATION W1 REFRIGERATION CONTRACTOR. WALK IN COOLER/FREEZER ROOF DETAILS ,- 0 �!y SCALE = 3/411 1 Oil 112" PLYWOOD 51DE5 GC TO INSULATE AROUND PV( 5LEEVE5 AFTER REfRIGERATIC I NSITALL. 2 X 4 5LIFFORT5. TOP 2 X 4 TO BE INSTALLED AFTER REFRIGERATION LINES. V 1 9 FI`\InC:; REFRIGERATION CHASE TOP VIEW SEE SHEET A- 12 FOR ALTERNATE MOUNTING REQUIREMENTS FOR THE STATE Of FLORIDA LANITS BY FEL, 8" LONG TREATED 4" X 4" MOU NT5 BY REFRIGERATION CONTRACTOR, -0� ( 2 CONDENSING UNIT MOUNTING DETAILS �FS-10J SCALE = 1/211 - if off OPEN AREA FOR REFRIGERATION I 1: REFRIGERATION CHA5E ROOF CAP 2 X 4 5UFP0KT5, TOP 2 X 4 TO BE INSTALLED AFTER REFRIGERATION LINES. � !I nk n I = =1 J=n T I I [\U ROOF. CENTER OVER 14 IN WING WALL BELOW SLEEVES TRACTOR. VERIFY ROOF INSULATION THICKNESS REFRIGERATION LINE5 2 X 12 END5 112" PLYWOOD 51DE5 FILL IN SPACE AT ROOF DECK REFRIGERATION CHASE ISOMETRIC VIEW KITCHEN 1 12 I HOLES FOR REFRIGERATION ION I o: ic CHASE COVER, MOUNTING STUDS 23" ROOF INSULATION 4 I I I I I r-H 14 112" GIRDER TRUSS AT WING WALL TOP PLATE REFRIGERATION CMA51f WOOD FRAME AND PVC SLEEVES BY GENERAL CO5TALLATION. NTRACTOR. CHASE TO BE INSTALLED AFTER PVC SLEEVE IN CHASE CAP TO BE FABRICATED AND INSTALLED BY ROOFING LINES BY REFRIGERATION < ROOF DECK PVC 5LEEVE5 TO EXTEND DOWN -+�- CONTRACTOR, UPON THE COMPLETION Of REFRIGERATION WORK. CONTRACTOR = i Or THROUGH TOP PLATE Of WING VERIFY ALL DIMENSIONS FOR ROOF CAP WITH REFRIGERATION WALL. SEE DETAIL GC TO INSULATE AROUND PIPE CONTRACTOR. 0I I 3/4" X G" X 17" AZEK BASE FIRST STUD SPACE IN WING WALL 15 PENETRATIONS AFTER REFRIGERATION 0: 10 MATERIAL BY f EC. SEE FOR REFRIGERATION LINES ONLY. NO LINE INSTALL. ROOFING CONTRACTOR TO COMPLETELY ENCLOSE CHASE IN RUBBER NOTCH AZEK TRIM FOR BASE DETAIL AT LEFT. OTHER TRADES TO USE THIS SPACE. MEMBRANE ROOFING TO SEAL THE PENETRATIONS. TILE. VERIFY THICKNESS MUST BE A MIN. Of 14 112 WIDE REFRIGERATION CHASE 51DE VIEW �( 13 A 3 PARTIAL BUILDING SECTION AT REFRIGERATION CHASE F-S --I OJ SCALE = 1/2" - 1"0" 4 TOP VIEW AT WING WALL FS-1 0 SCALE = 3/4" = 1'0" REFRIGERATION CHASE AND CAP DETAILS I FSml 0 SCALE = 3/4" = 1 1 Off -10 �I 1 �n�r CL 0 0 L- CL 2 6- 0 cc 0 CL E C 4) CA CL 4) co 4) as U) C cc CL Ci 4) 0 CL 0 7E 0 O 4) 2 as ui ci as CID .S Ln eo 4) 0 4) 0 4) x 4) 4) :5 E: cc 0 C CL (D 0 Sheet Sheet Contents: i i n Refrigeration Re fr Details De Project Project No. Metro XL - 2017 Drawn Drawn By: V. Young Date; J j an. 1, 2017 I ,4 , 1 . , ,t yes f^� NOTE: REFER TO MASONRY NOTES FOR MAXIMUM SPACING OF CONTROL JOINTS SHEAR LUG 1/2" JOINT W/ SEALANT & BACKER ROD COMPRESS MORTAR @ E TOOLED JOINTS 1/2" JOINT WI SEALANT & -�J CONC. BLOCK AS PER PLAN BACKER ROD HORIZONTAL JOINT REINF. DISCONTINUOUS @ CONTROL JOINTS C.M.U. CONTROL �JOINT SCALE : 1 1/2" = V-0" VENEER STUCCO C.M.U. SUBSTRATE FASTENER HORIZ. I VERT. STUCCO CONTROL JOINT, TYPICAL; MUST COINCIDE w/ CMU CONTROL JOINT LOCATION(S) FASTENER STUCCO CONTROL J01 NT SCALE: 3" = V-0" PRE -FABRICATED METAL COPING TO—� MATCH BLDG TREATED r' C° WOOD NAILER BOND BEAM TOP ��wi COURSE (1) #6 CONTINUOUS BAR, I ( SEAL, TYPICAL FULLY GROUTED II II INI ICI IN 8" CMU GROUTED SOLID HORIZ. REINFORCEMENT " @ MAX 16" O.C. I # 6 @ 24" O.C. LAP V-0" — VENEER STUCCO (1) COAT OVER BONDING COAT EXTEND #6 WALL BARS I I OVER C.M.U. - MATCH INTO FOOTING AS SHOWN BUILDING COLOR 4" H x 8" WIDE HOLE AT LOW I NOTE: POINT IF SLAB PITCHES I I BOTTOM EDGE OF STUCCO TOWARD WALL, TYP TO FOLLOW FINAL GRADE - CONCRETE SLAB w/ I� VERIFY PER CIVIL DRAWING REINF. PER FDN PLAN II `v 44 T - d Jh 4 o II- \\� #4 @ 12" d d d49 VERTICAL REINF. W/ HOOKED END (1) #4 c CONTINUOUS BAR WALL SECTION E5 SCALE: 3/4" = V-0" ---- EQ. @ 12'-0" MAX EQ. @ 12'-0" MAX 8" 0 PIPE, FILL w/ GROUT, STRIKE LEVEL ACROSS TOP TO ACCEPT 4 BOLLARD COVER 4 d. 4 �4 tl ; e 4 a A. d:. C d d- 0 a � d 00 � o 8" 8" 8" 2'-0" q ETA_I_L _ E� SCALE STUCCO TO MATCH BLDG, AU PLASTIC PLANK 2x6s wl 1/2" C ANCHORED TO METAL GATE PAINT TO MATCH STUCCO. CANE BOLTS, (1) PER LEAF 5 DUMPSTER ENCLOSURE SIDE ELEVATION G5 SCALE: 1/4" = V-0" 19'•4" 4'-0" D2 I - N 8" 184" 8 I E5 A' D10 TYPICAL 1 m 8" V rt................................ �--- ♦ Q D10 I I � M 6" CONCRETE SLAB w/ 6"x6" 10/10 WWF OR FIBER REINF. COORDINATE EXTENTS w/ CIVIL DRAWINGS WLO MO � CO U 50 W (D L.L Q HINGE BOLLARDS, TYPICAL ............ ................. 0 O L ALIGN CENTER OF HINGE BOLLARD U C w/ CENTER OF CMU w tC3 r-L� O l ZC� NU SEE CML DRAWINGS FOR LOCATION OF ENCLOSURE D MP TER FOUNDATION PLAN 0 C7 a �� le AgR96177 " C 0 o D2 D"®A D10 \ co PAINT CMU TO MATCH STUCCO, TYP 8" 18'-0" " U aD E5 � J Cn E D10 uj � TYPICAL J � J 7 60 _ or BOLLARD, TYP. SEE E61 GD101 W a 8" _ -0 CU �- E w D co O O ^' co co W O / ~ S M w�M�� ♦ D2 0 a'— Y b10 w tZY °'¢ a z 06�i= CUtF CONFIRM DUMPSTER SIZES WITH LOCAL SERVICE & 'S OWNER. FIT WITH IN DUMPSTER SPACE AND BOLLARDS O w co V fn co co W v Of Q __. Icc G 00 0 CU O a IL Z ALUM GATE FRAME PER FABRICATOR. PROVIDE HOLE I BOLLARD, TYP. SEE E6 I GD101 Q o CONCRETE TO RECEIVE CANE BOLT IN OPEN AND CLOSED to M L9 u7 POSITION -BOTH LEAFS 0-) Lo uo J O Q) r T--- DUMPSTER ENCLOSURE PLAN 0`o°°°°°° DUMPSTER ENCLOSURE FRONT ELEVATION V 1 JSCALE :1/4" = V-0" )TTOM OF GATE FRAME & FACING TO A MINIMUM OF 4" ABOVE GRADE TO .LOW FLOW -THROUGH DRAINAGE :E CIVIL DWGS FOR DUMPSTER tNL,LOSURE LOCATION © OEMA All rights reserved; any copying, transmittal or disclosure subject to OEMA written approval. Of UJ V / j :y C' s iJ. a • f � I X r• � L.