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HomeMy WebLinkAbout4330 20th St (38)A I B I C I D I E I F I G I H BLUE TRITON BRANDS HYRHILLS I I J 1 2 Z ¢ O z — Q' w 0 LU � U w Lu 0 Q O a= w m ~m 3 0� mw z� OY) 275IL z a w X w w 0 ZZ O� _ 0 a :D z0 — z �¢ Oo w w J U O � 2 � O Z 4 a- w w ,co o� 0 z O w w � w z J O m U �w cno - w Cn m OU o w cO w Of 5 w J O —' 0 ~ w = o O zLU zo IF- z O ¢ - Z Y U) C/) �(if — w � J UO w cf) 0 c1f a w z 0 Zo 6 LL w w = 0 fr w O M J U = rn IXw w - m= U o� w cn Of Q ¢z a w ¢ fr- p a w w N U ry > O w� C 00 ZZ z w cn �Y Ix F- F-O v j�. - zIX Zw a= cn p �z ¢ O �o w� f-- z 8 � J 0� U � o0 �o w~ J V w_ r w w 0 = O - 0� }w zm 0 � z ¢� z� O �I 9 � w U = H 0 WIN ■ SHEETINDEX Sheet Number Sheet Title 6004-GL-01-001 COVER SHEET 6004-CN-01-001 CIVIL GENERAL NOTES 6004-CN-01-002 CIVIL LEGENDS AND ABBREVIATIONS 6004-CC-01-001 DEMOLITION PLAN 6004-CS-01-001 SITE AND GEOMETRIC CONTROL PLAN 6004-CS-01-002 CURB WALL PLAN 6004-CG-01-001 GRADING, DRAINAGE AND EROSION CONTROL PLAN 6004-CG-01-002 STORM DRAIN EQUALIZER PIPE PLAN 6004-CG-01-003 STORM DRAIN EQUALIZER PIPE PROFILES 6004-CD-01-001 SITE DETAILS 1 6004-CD-01-002 SITE DETAILS 2 6004-CD-01-003 GRADING AND DRAINAGE DETAILS 6004-CD-01-004 EROSION CONTROL DETAILS 6004-CD-01-005 FENCE DETAILS 1 6004-CD-01-006 FENCE DETAILS 2 6004-CD-01-007 GEOMETRIC CONTROL POINT TABLES 6004-LS-01-001 LANDSCAPE MITIGATION PLAN 6004-LS-01-002 LANDSCAPE PLAN - WEST 6004-LS-01-003 LANDSCAPE PLAN - EAST 6004-LS-01-004 LANDSCAPE DETAILS 6004-IP-01-001 IRRIGATION PLAN 1 6004-IP-01-002 IRRIGATION PLAN 2 6004-IP-01-003 IRRIGATION PLAN 3 6004-IP-01-004 IRRIGATION PLAN 4 6004-IP-01-005 IRRIGATION DETAILS 1 6004-IP-01-006 IRRIGATION DETAILS 2 6004-EP-01-001 LIGHTING POWER PLAN 6004-ES-01-001 PANELS AND SCHEDULES 6004-EP-01-002 ELECTRICAL DETAILS 6004-EP-01-003 LIGHTING PHOTOMETRICS TRUCKPARKING EXPANSION ZEPHYRHILLS, FLORIDA MAY 2023 NORTH PROJECT LOCATION �� SCALE: NTS DEVELOPMENT NAME: BLUE TRITON BRANDS TRUCK PARKING EXPANSION DEVELOPMENT ADDRESS: 4330 20TH STREET ZEPHYRHILLS, FL 33540 PETITIONER: THE WHITING TURNER CONTRACTING COMPANY LUKE SCHNEIDER 300 EAST JOPPA ROAD BALTIMORE, MD 21286 OWNER NAME: BLUE TRITON BRANDS LEO MCCONNELL 4330 20TH STREET ZEPHYRHILLS, FL 33542 ENGINEER: MERRICK AND COMPANY ANTONIO DELGADO, P.E. 6810 DEERPATH ROAD, SUITE 315 ELKRIDGE, MD 21075 SITE INFORMATION CURRENT LAND USE: INDUSTRIAL INTENDED LAND USE: INDUSTRIAL PARCEL #: 13 26 210070 07400 0000 ZONING: LI (LIGHT INDUSTRIAL) TOTAL SITE AREA: 63.02 AC DISTURBED AREA: -6.85 AC TRUCK PARKING ADDED FOR SOUTH EXPANSION: 118 SPACES REVIEW DATE: `"Z ' CITY OF ZEPHYRHILLS BUILDING OFFICIAL ALL WORK SHALL COMPLY WITl­I PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ti V� Vr�r1 �Li� (@INVESTIGATE BEFORE YOU EXCAVATE "CALL SUNSHINE" 1-800-432-4770 TOLL FREE FL STATUE 556 (1993) REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. JACKSONVILLE PENSACOLA 4� ZEPHYRHILLS ORLANDO TAMPA ° e e b� FT MYERS e MIAMI 8 s a a• s �r a� aY �f NORTH STATE OF FLORIDA SCALE: NTS (T � err ftInSW � � ��� b H. , , _��.. � u Pasadena Hills xi �,�?e 7vrhills North Zephyrhill�- Zenhy:rua west ZephryhiI s PROJECT Airport LOCATION zeonr,ais NORTH VICINITY MAP SCALE: NTS OR OR OR OR vvr TITLE: BLUE TRITON ZEPHYRHILLS GENERAL COVER SHEET PERMIT 09/01/23 TJS ACS NHL JPRH AJD PERMIT 05/26/23 TJS ACS NHL JPRH AJD PERMIT 12/16/22 TJS ACS NHL JPRH AJD PERMIT 08/26/22 TJS ACS NHL JPRH AJD REVISION: 3 DRAWING NO.: 6004—GL-01-001 SHEET NO.: 1 OF 1 REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE A B C D E F G H I J 3 ISSUED F 2 ISSUED F 1 ISSUED F 0 ISSUED F REV 1 2 3 rd 5 7 9 I ❑ ❑MERRICK WHITING —TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: N/A A I B E F I G H I I J } O z �w o� w ww LU CD asa_ x = iomcI--w LL. m 02 mw z� o 'n IL za wW 8WO W m a=3 z� Ow Lu -, U 0D x� z o- w 'L mm w� O z u- wz co Q U �- w c=n 0 wCO m Y X0 0� ww z� dwo w~ w J OJ 0� w0 13x 12� zo old' z Y m� �ir -w F; J 130 w o� aw 0z w0 zw LL Lu ¢Q o m J U acn ww Mm m= U 0 D uim ¢o aLu o. Uj W N Uj Ucc ;_ cn 00 r wZ z cn co Ix zIx �w y O �0 wo rw- ~ z _J U~ U 00 80 U w - w =o 0� >- Lu z c" a� z� z U CD 30 �4a oLu w ►x- O i 3 4 5 C01 7 �01 10 REFERENCED DATA 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY AND OBTAINED FROM SURVTECH SOLUTIONS, TAMPA, FLORIDA (813)6214929, DATED MAY 12, 2002. 2. EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS IS A COMBINATION OF SURFACE -ONLY SURVEY DATA, FIELD OBSERVATION, AND LEGACY RECORD DRAWINGS. UTILITY LOCATES HAVE NOT BEEN PERFORMED (TO DATE) FOR THIS PROJECT. 3. VERTICAL DATUM IS NAVD 1988, U.S. SURVEY FEET. BENCHMARK UTILIZED WAS NGS CONTROL STATION "C-663" WITH ELEVATION OF 81.57 FEET. HORIZONTAL DATUM IS BASED ON STATE PLANE NAD 1983 FLORIDA WEST, 2011 ADJUSTMENT U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISK RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR. 5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY ECS FLORIDA, LLC, REFER TO REPORT DATED JUNE 15, 2022. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. GENERAL 1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP, AWWA, NSF, AND CITY OF ZEPHYRHILLS. 2. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS. 5. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION 1. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 2. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. EXISTING CONDITIONS 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 4. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACEIRESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. UTILITY COORDINATION 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDN AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 14KO432.4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 2. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 3. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWERI TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER 5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. C I D RESTORATION 1. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 2. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 3. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5, A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1 AX1.4 W.W.M. ACCESS/MAINTENANCE OF FACILITIES 1. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIESIFACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 3. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO END OF PIPE. 4. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION IS REQUIRED. FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. SEWER 1. ALL WASTEWATER FORCE MAINS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 2. LOW PRESSURE AIR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION SYSTEM. ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR MUST BE PRE APPROVED BY CITY OF ZEPHYRHILLS. 3. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE. 4. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN PAVED AREAS, ABS IN UNPAVED AREAS. 5. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE CITY OF ZEPHYRHILLS MUST BE AT LEAST FOUR INCHES (4") AND EIGHT INCHES (8") IN DIAMETER, RESPECTIVELY, EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SIX INCHES (6') IN DIAMETER AND ACCEPTED BY THE CITY OF ZEPHYRHILLS TO A SANITARY CLEANOUT POINT OF DEMARCATION (POD). A SANITARY CLEANOUT SHALL BE PROVIDED WITHIN 10 OF EXTERIOR BUILDING WALL FOR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTERA MANHOLE. 6. A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE CITY OF ZEPHYRHILLS POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS CONNECTING INTO THE CITY OF ZEPHYRHILLS' UTILITY MAINS. 7. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE WITH KOR-I-SEAL CONNECTORS. 8. ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE PAINTED MANOR HOUSE BROWN (SHERWIN WILLIAMS). 9. CONTRACTOR SHALL COORDINATE WITH CITY OF ZEPHYRHILLS ON THE LOCATION OF THE LS DRIVEWAY BEFORE INSTALLING. UTILITY SEPARATION 1. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 2. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 3. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) 1. REFERENCE THE DOCUMENT TITLED "NOTICE OF INTENDED AGENCY ACTION - APPROVAL ERP INDIVIDUAL CONSTRUCTION MAJOR MODIFICATION" DATED APRIL 19, 2023, FOR SWFWMD SPECIFIC REQUIREMENTS FOR THE BLUETRITON BRANDS ZEPHYRHILLS TRUCK PARKING EXPANSION PROJECT. THESE REQUIREMENTS INCLUDE, ' BUT ARE NOT LIMITED TO: a. IF LIMESTONE BEDROCK IS ENCOUNTERED DURING CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM, SWFWMD AND THE STAMPING ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND CONSTRUCTION IN ' THE AFFECTED AREA SHALL CEASE. b. THE PERMITTEE SHALL NOTIFY SWFWMD AND THE STAMPING ENGINEER OF ANY SINKHOLE DEVELOPMENT IN THE STORMWATER MANAGEMENT SYSTEM WITHIN 48 HOURS OF DISCOVERY AND MUST SUBMIT A DETAILED ' SINKHOLE EVALUATION AND REPAIR PLAN FOR THE APPROVAL BY SWFWMD WITHIN 30 DAYS OF DISCOVERY. c. SWFWMD STAFF MUST BE NOTIFIED IN ADVANCE OF ANY PROPOSED CONSTRUCTION DEWATERING. IF THE DEWATERING ACTIVITY IS LIKELY TO RESULT IN OFFSITE DISCHARGE OR SEDIMENT TRANSPORT INTO ' WETLANDS OR SURFACE WATERS, A WRITTEN DEWATERING PLAN WILL BE REQUIRED. CONTACT SWFWMD AND THE STAMPING ENGINEER AS SOON AS POSSIBLE IF DEWATERING ACTIVITIES ARE INTENDED. d ANY EXISTING WELLS IN THE PATH OF CONSTRUCTION SHALL BE PROPERLY PLUGGED AND ABANDONED BY A ' FLORIDA LICENSED WELL CONTRACTOR. e. ALL STORMWATER MANAGEMENT SYSTEMS SHALL BE OPERATED TO CONSERVE WATER IN ORDER TO MAINTAIN ENVIRONMENTAL QUALITY AND RESOURCE PROTECTION; TO INCREASE THE EFFICIENCY OF ' TRANSPORT, APPLICATION AND USE; TO DECREASE WASTE; TO MINIMIZE UNNATURAL RUNOFF FROM THE PROPERTY AND TO MINIMIZE DEWATERING OF OFFSITE PROPERTY. 1 ISSUED FOR PERMIT 05/26/23 TJS ACS NHL JPRH AJD 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD j QC i APPD REF. DWG. NO MAINTENANCE OF TRAFFIC 1. THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FDOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 2. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW.DOT.STATE.FL.US/RDDESIGNIDS/14/STDS.SHTM, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE WIDE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 5. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710. 6. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. PROJECT SPECIFIC 1. REFER TO PROJECT SPECIFICATIONS. PAN REFERENCE DRAWING TITLE E NLL4 067114 •i STATE OF Ar so►.4 O '. 5/24/2023 soNAL`��� virr❑❑❑ 000 MERRICK7 ❑❑❑ wmnw."lrum*R MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: N/A TITLE: BLUE TRITON ZEPHYRHILLS CIVIL CIVIL GENERAL NOTES REVISION: DRAWING NO.: SHEET NO.: 1 6004-CN-01-001 1 1 OF 1 1 em 3 4 5 IA-m m 10 A I B C 01 E F G z I ' J z a o 0 LU O W Lu w� �Q 0 a= � w 02 mw z� 090 _ zoa WW W 0 zZ o� W m a0 z0 0 0 oW W V O� =O z a e WW m z� OZ WW wZ m U H W �O mm wLu W wO W WJ 0 0� 00 zLU � Zo O¢ z Y N �= w U N w 0 it W W a. z Z O E LLw W� 0 as om Y U it v7 w w m= U w v�i W0 a� w aW U w= `) aLL 00 r Z W CO 2 Y �o z� w �o �z 0 IL o c� 0 c� o: 00 Ir o W� a W U i0 0. �. W zdm LU z� Q 0 Z W a 0 It W HO 1 A B C D E F G H I J LEGENDS ABBREVIATIONS ABC = AGGREGATE BASE COURSE SURVEYOR LEGENDS EXISTING LEGEND PROPOSED LEGEND ACP = ASPHALTIC CONCRETE PAVEMENT AD = ALGEBRAIC DIFFERENCE Legend of Symbols & Abbreviations Drainage Structure Information CURB AND GUTTER CURB AND GUTTER & = APPROX AND APPROXIMATE X CHAIN LINK FENCE SOUND BARRIER WALL ARV - AIR RELIEF VALVE RCP Reinforced Concrete Pipe ® Electrical Pull Box Structure Top 13. 00 Pipe Size, Material Inv. S. Direction @ = AT PVC Polyvinyl Chloride Pipe �26 Electric Transformer D-1 81.00 35" RCP 76.15 East - - PROPERTY LINE 75 5 FT CONTOUR ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS HDPE High Density Polyethylene •� Light Pole 38" RCP 76.11 West AVB = ACTIVE VEHICLE BARRIER 8180 Finished Floor Elevation w Spot Light Bottom 76.10 D STORM DRAIN PIPE 71 1 FT CONTOUR BVCE = BEGIN VERTICAL CURVE ELEVATION •�- Temporary Benchmark ® Camera Pole � 82.16 24" RCP 77.46 East TOP OF FILL SLOPE BVCS = CC = BEGIN VERTICAL CURVE STATION CENTER OF CURVATURE TBM Temporary Benchmark Fiber Optic Vault RCP 76.46 West W W WATER MAIN PIPE - -® Invert I�' Fiber Optic Cable Marker Bottom 7 TOE OF FILL SLOPE CL = CMP = CENTERLINE CORRUGATED METAL PIPE Catch Basin M Telephone Pull Box 7.89 West 7.29 - - - - FLOW LINE COMM = COMMUNICATIONS C� Mitered End -Section O Sign B04 7RCP Bottom - - - - TOP OF CUT SLOPE (S.E. POND BERM ONLY) CONC = CONCRETE ® Storm Manhole ® Air Conditioning Unit 5.47 � 78.57 18" RCP 7.East � � - � TOP OF BANK _ CONT CONTINUED/CONTINUOUS r Fire Hydrant O Round Post 18" RCP 75.92 Southwest COR = CORNER Irrigation Control Valve fl Oak g 75.17 - - TOE OF SLOPE SF SILT FENCE CID CONTROL POINT Water Meter �k Palm D-5 80.97 24'" RCP 75.67 Southwest a DEGREES d� Water Valve 1� Pine 240 RCP 75 97 West - 75 - 5 FT CONTOUR INLET PROTECTION DESC = DESCRIPTION ® Cleanout 4 Unknown Tree Bottom 80.97 D$ 81.76 24" RCP 76.11 Southeast 71 - 1 FT CONTOUR - '...: • ,a:- 0/DIA = _ DWG - DIAMETER DRAWING © Lift Station a Magnolia 24" RCP 76.16 West �!' `, , � • . •: CONCRETE _ DCM DRAINAGE CRITERIA MANUAL Back of Curb Elevation �2 Edge of Pavement Elevation E-� Maple Gate Bottom 78.06EACH D-7 78.81 24" RCP 74.41 North © BUILDING •• : ,:: ; +•; = EA = EAST x++ Spot Elevation -x x- Fence 24" RCP 74.31 South - EASTING Spot Elevation on Hard Surface D-8 79.62 18" RCP 74.92 South a BORE HOLE LOCATION ASPHALT ELEC ELECTRIC x+++ = Bottom 74'6 FLARED END SECTION EUELEV = ELEVATION D-9 80.32 38" RCP 76.02 East EOC = EDGE OF CONCRETE 36" RCP 76.07 West 8 GRATE INLET (ONSITE) DRAINAGE FLOW ARROW EOP = EDGE OF PAVEMENT i D-10 78.81 12" RCP 75.28 West EQ = EQUAL D-11 79.10 24" RCP 74.35 North ® GRATE INLET (OFFSITE) EVCE = END VERTICAL CURVE ELEVATION 12" RCP 74.95 East EVCS = END VERTICAL CURVE STATION 12" RCP 72.80 South ® SURVEY MONUMENT EX/EXIST = EXISTING Benchmark Information: NAVD 1988 Bottom 72.40 FES = FLARED END SECTION TBM #1 D-12 78.55 24" RCP 74.55 North FO = FIBER OPTIC Elevation = 84.22 Set PK nail & disk labeled "SurvTech Tray. Pt" in concrete walk, ±17' 18" RCP 74.60 West D-13 79.24 18" RCP 75.99 Northeast :;,; : �: ,: '.::r :..,..:;�:... CONCRETE FL = FDN = FLOW LINE FOUNDATION Southeast of a traffic sign; ±24' Northeast of a 16" palm tree. 24" HDPE 75.54 West • FT = FEET Bottom 75.14 West GA = GAUGE TBM # 2 R D-14 80.56 24 RCP 76.11 East ASPHALT G.B. GRADE BREAK Elevation = 82.12 Set PK nail & disk labeled "SurvTech Tray. Pt" in asphalt; ±120' Northeast of 8" PVC 76,16 West - GI - GPP GRATE INLET GREEN PROCUREMENT PROGRAM the Northeast building corner; t99' Southeast of a metal bollard. � Surveyor's Notes - GROUND � TBM #3 HRND = HAND HOLE � Elevation = 79.40 � - HCL - HORIZONTAL CONTROL LINE Set PK nail & disk labeled "SurvTech Tray. Pt" in asphalt; ±59' North of a 1.) Paper copies of this survey are not valid without the original signature and raised HORIZ = HORIZONTAL grate inlet; ±57' Northeast of the Northeast corner on a concrete pad with seal a Florida Licensed Surveyor and Mapper. Digital copies are not valid without TREES H.P. = HIGH POINT propane tanks. the digital signature of a Florida Licensed Surveyor and Mapper. IBC = INTERNATIONAL BUILDING CODE 2.) The horizontal datum utilized for this project is NAD 1983 Florida West, 2011 TBM #4 Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida INV = INVERT Northing: 1412709.5 Permanent Reference Network (FPRN). LF LP = LINEAR FEET LIGHT POLE/LOW POINT Easting: 602235.82 3.) The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. The "C-663" Elevation = 79.62 benchmark utilized was National Geodetic Survey (NGS) Control Station with M.E. - MATCH EXISTING Set PK nail & disk labeled "SurvTech Tray. Pt" in concrete border around an elevation of feet. hereon are from visible evidence only. Surveyor did not contact 4.) All utilities depicted h DEMOLITION LEGEND MH = MAX = MANHOLE MAXIMUM grate inlet. subsurface utility locator service. M.P.H. = MILES PER HOUR TBM #5 5.) No underground foundations or footers were excavated or located for this survey. REMOVE PAVEMENT STRIPING / MARKINGS MIN = MINIMUM Elevation = 80.01 6.) Surveyor makes no guarantees as to the species of trees or to the health of each NEPA = NATIONAL ENVIRONMENTAL POLICY ACT Set PK nail & disk labeled "SurvTech Tray. Pt" in as halt; p ±98' Southeast of tree depicted hereon, if this information is necessary a certified arborist should be contacted. DEMOLISH AND REMOVE STORM LINE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ` a light pole; f36' of a traffic sign. 7.) The trees shown hereon were located utilizing methods adequate for their accurate N = NORTH TBM #6 location and identification. However, this company and the signing or reserves P y 9 g surveyor DEMOLISH AND REMOVE CHAIN LINK FENCE NE = NORTHEAST Elevation = 78.92 the right to verify the location of all trees critical to the design of buildings, - N.I.C. - NOT IN CONTRACT Set PK nail &disk labeled "SurvTech Tray. Pt" in asphalt; p f33' Southeast of parking and other permanent features. It is the responsibility of the design to inform this company and/or the signing surveyor of any trees DEMOLISH AND REMOVE CURB AND GUTTER N: = NORTHING a light pole; t5 West of the end of asphalt. professional NW = NORTHWEST critical to their design so that those trees can be verified prior to the completion of the design. NO OZ - NUMBER ON CENTER 8.) This Survey has been performed without benefit of title policy or abstract. OVERALL DEMOLITION AREA O= OUNCE Therefore surveyor can make no guarantees to ownership or encumbrances. There may be additional easements and restrictions that can be found within the Public OHE = OVERHEAD ELECTRIC LINE Records of Pasco County. PERF = PERFORATED DEMOLISH AND REMOVE ASPHALT PAVEMENT PC = POINT OF CURVE PT = POINT OF TANGENCY PSI = POUNDS PER SQUARE INCH E POT = POTABLE DEMOLISH AND REMOVE CONCRETE PAVEMENT PVB = PASSIVE VEHICLE BARRIER PVI = POINT OF VERTICAL INTERSECTION DEMOLISH AND REMOVE GRASS PRC = RCP = RPR = POINT OF REVERSE CURVATURE REINFORCED CONCRETE PIPE REPAIR SAN = SANITARY TREE DEMOLITION SS SHT SANITARY SEWER LINE SHEET SIM = SIMILAR SF = SQUARE FEET S = SOUTH SE = SOUTHEAST SW = SOUTHWEST STD = STANDARD STL = STEEL SD = STORM DRAIN LINE SUST = SUSTAIN TEL = TELEPHONE LINE TRANS = T.O.C. = TRANSFORMER TOP OF CONCRETE TYP = TYPICAL UGE = UNDERGROUND ELECTRIC LINE VERT = VERTICAL VCP = VITRIFIED CLAY PIPE W = WEST I XS = EXTRA STRENGTH E I ,7 1 1 ISSUED FOR PERMIT 12/16/22 TJS ACS NHL JPRH AJD 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD A • 0 671,1_4 _ 41 p STATE OF o /24i2os �i'o�'•:' ZOR10 ' `�1X I REF. DWG. NO I REFERENCE DRAWING TITLE i THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT. %vir❑oo ❑eo MERRICIC0 oo❑ WWWO"TUMER MERRICK PROJECT NO.: 3021600,491 CLIENT PROJECT NO.: SCALE: N/A TITLE: BLUE TRITON ZEPHYRHILLS CIVIL CIVIL LEGENDS AND ABBREVIATIONS REVISION 1 DRAWING NO.: 6004-CN-01-002 IC' 10 EET NO.: 1 OF 1 A Q r` I n I C I F: I (_ I N I I I I E I F I G GENERAL NOTES: 1 z a 0z of O w w� 0 Q u- m 3 0 cnw z� 09) z CL w , xw w zz 0 = _ 0 a� zz z 0�Q 00 w J U 00 =o 0 Of z o- 4 w " -' Um jr- 0 O w U-uj wz J O m U w UJ 0 wcn m Y oF, 0 wW �w w0 w ~ a 5 wm 0 J 0 ~ w� 00 z = w � 3: Zo O¢ - Z Y - W � J 60 wN Y) 0 W' �w Z Zo 6 w w= o� aQ 0m J Y U = W W m= U in :D w cn ly- p Q Z d w of n- W W N UC)f 7 > O cr_ _ wr wQ 0� ~z Z w cn Of 0 v) - Z It Z w Q = U) 0 O Of Z Q O of OLu F- ~ z :D 8 J 0 U 0 O w ~ J 0 Lucy w w o m 0 - 0 } w z(n ¢I ory Q U Z O 9 cn w �o 10 i— - CONC. FLUME / - T CHAIN TOP OF BANK LINK FENCE GATE MOTOh ON CONC. V v1YV. 3 ISSUED FOR PERMIT 05/26/23 TJS ACS, NHL JPRH AJD 2 SWFWMD RAI UPDATES 03/28/23 TJS ACS NHL JPRH AJD 1 ISSUED FOR PERMIT 12/16/22 TJS ACS NHL JPRH AJD 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD DEMOLITION PLAN SCALE: 1" = 40' REF. DWG. NO END NOT 1. REFER TO SHEET 6004-CN-01-001 & 6004-CN-01-002 FOR GENERAL NOTES, LEGENDS FOUND AND ABBREVIATIONS. 2. CONTRACTOR TO COORDINATE WITH OWNER ON ANY REQUIRED UTILITY OUTAGES __ ... AND ACCEPTABLE OUTAGE DURATION. CONTRACTOR MAY NEED TO CONSTRUCT NEW UTILITY RUNS PRIOR TO DEMOLITION ACTIVITIES TO KEEP PLANT OPERATIONAL WITH _ Y = MINIMAL DOWN TIME. 3. CONCURRENT TO THIS PROJECT, LEAF LANE RIGHT-OF-WAY IS IN THE PROCESS OF CONC. FLUME I BEING VACATED AND GRANTED TO THE ADJACENT PROPERTY OWNERS. PROPERTY - -- - -- .I LINE AS SHOWN IN THESE PLANS IS SUBJECT TO CHANGE AND ASSUMED TO BE BLUETRITON PROPERTY FOR PURPOSES OF THIS DESIGN. 4. WELL #777800 IS TO BE ABANDONED BY A FLORIDA LICENSED WATER WELL CONTRACTOR IN ACCORDANCE WITH RULE 40D-3.531(2). F.A.C. STOP OF BANK 15" RCP KEYNOTES r_ — f — — 0 r / -- - - - — 1. DEMOLISH AND REMOVE EVERYTHING WITHIN THE AREA OF THE NEW PARKING LOT EXPANSION -IMPACTED AREA TO INCLUDE ALL GRASS, e`\ b TREES, CONCRETE, ASPHALT AND BASE MATERIAL, SUB -SURFACE UTILITIES, ABOVE GROUND UTILITY APPURTENANCES, SEWER CLEANOUTS, $ - TOE OF SLOPE )��� I LIGHTING STRUCTURES, CONCRETE STAIRS, AND CURBS AND GUTTERS. 3 r ` NOTE: WATER MAIN PIPING AND STRUCTURES TO REMAIN IN PLACE AND I I UNDISTURBED. 4 � J OF= BANK 2. LIGHT STRUCTURE TO BE DEMOLISHED AND REMOVED 3. SIGN TO BE REMOVED 4. CHAIN LINK FENCE TO BE REMOVED � r 5. CURB TO BE DEMOLISHED AND REMOVED j 6. FES AND SUMP TO BE DEMOLISHED AND REMOVED NXNN I I 7. FES TO BE DEMOLISHED AND REMOVED I t I ! 8. RCP PIPE TO BE DEMOLISHED AND REMOVED Q3 9. APPROXIMATE LIMITS OF FLOODPLAIN AS SHOWN IN SWFWMD FLOODPLAIN MAPPING APPLICATION (GIS) 10. EXCAVATE AND EXPOSE EXISTING WATER MAIN FOR IRRIGATION TAP I11. REFER TO TREE MITIGATION PLANS FOR INFORMATION ON INDIVIDUAL TREES SCHEDULED FOR REMOVAL OF SI_nPF TOE OF SLOPE REFERENCE DRAWING TITLE �` \o l i f i !11/" .o o 67114 2 STATE OF r '�/24/2023,,.'��`� X 1 9' csl�. TOE OF SLOPE TOP OF BANK .ca ❑❑❑ ❑ ❑ MERRICK* ❑❑❑ WHITING -TURNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED N 0 40' 80, NOW SCALE: 1" = 40' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL DEMOLITION PLAN REVISION: DRAWING NO.: SHEET NO.: 3 6004-CC-01-001 1 OF 1 2 3 0 5 0 7 E 10 A I B I C I D I E I F I G I H I I I J A I B I C I D i E I F I G H I I J z ZF-: Ow 0 Z- o w 0w w0 O Q w cn Lu ~m 02 mw z� oY) U) °- za w� w 0 o = 0 w < zz _z �a 00 w -j U o� �0 z� W W m m � 2 ofz O w w� wz J m OU Q F' W =) 2 In O W N m Y OU o � w W F- r z w0 c F- w W a- W J cr m of O J 0 ~ w = 0 O z = w F= Z 0 0 Q Z Y U) U) tz — w F-: J U O LLI N o c" OfLu Mw oz w0 z LL w w= p F- ¢Q O m J Y J U Q of N W W 2 m= U � U) aZ a w of p IL w W N V � Ixo U)Qw 00 ZZ z w cn m Y D� �o F- 3�. zcr- Z W a= U)F- 0 F-Z 0 Qz _O F- z 0E- U 0 O � o w~ J wLL 1110 02 } W zU) ¢Z:) 0 Q U c� Zo d oOf w H 0 1 21 41 0 5 N 7 m 9 10 89 145 /- 14 / 1i I 113 90 f 11 � 103 114 9 I I i a 124 \ 137 134 125 139 133 130 O (z 129 138 128 \ \ 136 127 \\ \ 86 135 \ \ \ 85 84 \ \ \ 98 83 \ 110 FO SURVEYOR'S 4ARK INFORMATION ET 6004-CN-01-002 LEAF LANE ROW SEE GENERAL NOTE 3 123 109 - 12 12 120 \ \ 119 118 C3 10 - , \ 106 N1. \ C3\ 5—\ C3 116 � 11 8 X X X X X X X X X -T� X X X X X X X X X X X X X X `p 93 I 105 \ V �= � I x ` 92 EXIST. SLOPE j THIS PORTION OF BERM REFLECTS I I TOE 76.00 THE ONLY AREA IN A'CUT' CONDITION. ALL OTHERS ARE IN FILL CONDITION. ,� j 115 104 EXIST. SLOPE TOP 81.00 4 ISSUED FOR PERMIT 06/23/23 TJS ACS NHL JPRH AJD 3 REVISED PER CITY COMMENTS 06/02/23 NIA ACS NHL JPRH AJD 2 ISSUED FOR PERMIT 05/26/23 TJS ACS NHL JPRH AJD 1 ISSUED FOR PERMIT 12/16/22 TJS ACS NHL JPRH AJD 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE O _ o 67114 r STATE OF i 6/26/2023 OR\ P ` till!111 VVT❑❑❑ ❑ ❑ MERRICK" ❑❑❑ HITINrTIUNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED GENERAL NOTES: 1. REFER TO SHEET 6004-CN-01-001 & 6004-CN-01-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. CONTRACTOR TO INSTALL ASPHALT AND CONCRETE PAVEMENT SECTIONS, IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. 3. CONCURRENT TO THIS PROJECT, LEAF LANE RIGHT-OF-WAY IS IN THE PROCESS OF BEING VACATED AND GRANTED TO THE ADJACENT PROPERTY OWNERS. PROPERTY LINE AS SHOWN IN THESE PLANS IS SUBJECT TO CHANGE AND ASSUMED TO BE BLUETRITON PROPERTY FOR PURPOSES OF THIS DESIGN. 4. ALL STRIPING AND PAVEMENT MARKINGS TO BE INSTALLED PER FDOT STANDARD SPECIFICATIONS. 5. SEE SHEET 6004-CD-01-007 FOR GEOMETRIC CONTROL POINT TABLES. 6. REFER TO ELECTRICAL SITE PLANS FOR LIGHTING INFORMATION. KEYNOTES 0 1. LIMITS OF NEW PAVEMENT, TIE TO EXISTING 2. ASPHALT PAVEMENT - SEE SHEET 6004-CD-01-001, DETAIL D4 3. CONCRETE PAVEMENT - SEE SHEET 6004-CD-01-001, DETAIL H4 4. 2' TYPE F CURB AND GUTTER - SEE SHEET 6004-CD-01-002 CURB DETAILS 5. CHAIN LINK SECURITY FENCE - SEE SHEETS 6004-CD-01-005 & 6004-CD-01-006 6. 14' TALL PVC SOUND WALL - INSTALL PER MANUFACTURER'S RECOMMENDATIONS 7. 6" WHITE SPACE STRIPING - TYP 8. CONCRETE DRAINAGE FLUME - SEE SHEET 6004-CD-01-002, DETAIL 19 9. APPROXIMATE LIMITS OF FLOODPLAIN AS SHOWN IN SWFWMD FLOODPLAIN MAPPING APPLICATION (GIS) 10. APPROXIMATE TIE LOCATION FOR IRRIGATION SYSTEM CONNECTION - REFER TO LANDSCAPE ARCHITECTURE AND IRRIGATION PLANS Ni 0 30' 60' SCALE: 1" = 30' TITLE: BLUE TRITON ZEPHYRHILLS CIVIL SITE AND GEOMETRIC CONTROL PLAN REVISION: DRAWING NO.: SHEET NO.: 4 6004-CS-01-001 1 OF 1 1 2 3 0 5 L 7 10 0 M. C x E F G 1Z I ' J A } Z Q Z �- OZ =w 02 LLJ �O OQ a a= w cn _ = F W w m O m w z� O9) Fn 0- Z w w = X w w 0 Z Z O � 0 LU aZ) zz — z �Q 00 w w J U O� 0 z C LULU CO O Z ww w ~ J Z m 0 Q U F Lu 2 m O W m m Y O U 0 ry F w z� wO U)LLJ F a J w =mQ ry J o� 0 wO 0 = Z F. W F Z F Z O Q Z Y U F W � J UO W Cf) 0 Q� a W Z z0 E E w w = 0 H QQ re 0 0 LL Y J U Q W W 2 m= U W cn w 0 d Z w Q a� W N _U > O W F U):D ,l Q 00 F Z Z w co 2 Y _ of O Z Z w Q = 0 �z O O W F- F- z_ � O -' U ~ U Z O F- O w ~ J V w — Ww 0 = O O - } w zU) Q D w 0 Ctf Q U Z � §i O a 0 CO __ t- FO 1 z a z � O z of w O � w ui 0 Q O ry w ag w cn w w m , O cf)w z� O 9) 05a za wry w wz z� Oo aD z z _ z O M ww -j U O Z:) _ 0 0 z_ d w w m m O Z w w w ~ J Z CO 0 Q U H LLJ ::D 2 U) O w U) m Y oOU 0 ry w � � w z � w O mF- of aJ � Q Of J O L W O Z w3: Z 0 OQ Z Y U) cn H of W F-; J 00 u1 C0 --3 U) w UJ UJ az 0 z z p E LL. w w = o� aQ om LL J Y Q U = cn W LLI m= U W U) Q Z a w 0� o o- w w N U X > O w E- U) Qw O ~O ZZ Z w cn � Y F- O z � _ w Zw Q = cn p F- z Q O O W F- H Z = J O F-- U U � O O H O_ w ~ w U W — C� w w 0 = O O } w z CO Q = w z Q U U W z -"i O of I o Of U)w _ _ _F- �-O 1 i 7 0 z z� O z of w O � w w 0 Q O Ix EL aLu F- w LL m 02 w CO 2 OY) Fna Z d w� � w wo zz O = 0 zz _ z Ow .-i U J � O � O z a w w � m w ¢ p Z LL w w ~ J Z CD O ¢ U w 2 O w m Y 0OU Of 0 of w Lu ;z g z w O Cn F- LU IL w =� Q 0 J O F- LU 0 c _ z w F- 7 Z 0 F- z O¢ Z Y U) U) F- w w F-� J 00 LU N 0 bf a Lu z 0 L Z Q ` L.L. W w = 0 F- ¢ ~Q O m J Y Ll- U = U) M w w m= U w to X p ¢ Z a ¢ w aLU w N U of > O w F- C/)_ LL ¢ O0 ~ z z w (n � Y F- O F- co z� zw ¢ _ Cf)O F-z ¢ O �o LU F� z = J 0 F- U cr 00 H O_ w ~ J ¢ Lu U = LL- w 0 = O O } w z U) w o� z ¢ U Z a O � C o� U)w F- O 1 1 J A I B , C , D , E I F , G , H 10 1 2 a O tZ Ouj w w� °tea a= ~W 3 02 OW z oa za Lou: 0 zz 00 w - WTI zz 0 0 ow � U 0� x0 za 4 wW mm OZ u- W w �O U no w to - m Y FO U wW z g _ z wO w 5 �Q O� O z - Z0 O ¢ - Z Y WCO ~ W � J O w 0 z 53 aW z El 6 w w= o� as om Y U �m w 2 CO - m= U co a. a0 a� w a a0 w W N 7 5 w0� cwn 00 -zz w co �o z� 7d= �o ~o o 1w- z 8 U ~ U � zO f5o w¢ W U w w G x0 - O� W N 0 z Q U z_ O a oW 9 m= 1-0 - 10 GENERAL NOTES: 1. REFER TO SHEET 6004-CN-01-001 & 6004-CN-01-002 FOR GENERAL NOTES, LEGENDS AND ABBREVIATIONS. 2. EXISTING UTILITY LINEWORK IS APPROXIMATE. REFER TO REFERENCED DATA NOTE 2 ON SHEET 6004-CN-01-001. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. REFERENCES TO LEGACY INFORMATION AND ELEVATIONS HAVE BEEN CONVERTED TO NAVD88 ELEVATIONS TO ALIGN WITH THIS PROJECTS COORDINATE SYSTEM. 4. REFER TO UTILITY PLANS FOR EXISTING AND PROPOSED UNDERGROUND PIPE SIZES 5. REFER TO THE WAREHOUSE EXPANSION PLANS FOR INFORMATION RELATED TO THE FUTURE EXPANSION TO THE NORTH SIDE OF THE EXISTING BUILDING. 90 90 w � w ; p w O N �m Z F- Z _ W U W 0 Ix Z W �_- 2 EXISTING GRADE w U W : U) - Iry ° - 85 - cn z°- ? UW °oMo o - — — 85 W w o. a z N Z •o.: ... .� ��. '� gn. ...tea.,-. . ... ......... .................. ..... CO Q PROPOSED GRADE H N T 0 W N � F- Z Z Z : : ---=---- -- --- -----� N 00 Z--------- -- `n r O — --------------�- —�_ � 80 av)�� 80 ...... .................... ................... ... ....... ..... .................... ............. .................... ..............\... ................... ...... 30" STORM 421.20 LF @ 0.33% : 30" STORM / 191.53 LF @ 0.33% ` / 30" END SECTION 7 75 STA. 0+17.25 75 INV. 77.80 .................. .................................................. 30" END SECTION STA. 6+30.00 72 : : : : : : INV.75.78 : 72 Q! O t� °D O m Os 00 In N N O O ei m O CD O N cY f� O O 1� th O O� O 4,1 N tti t0 N 2 tIp 1l. tC � °o °0 O to O r- a? Rcn tr� 2 A N °0 cn� N Cf N q Ch N v� ep m N M ul v O v O � r- 9 00 00 W co co 00 co Go Go co Go 40 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+60 30" STORM DRAIN PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' 90 1 1 1 1 1 1 1 _ 1 90 w w .. F- st 0 w Z Iw- z T J d W U w Z !r uwi z a w v cwn 85 g : EXISTING GRADE co z nw. z 0 W p W N 00 -a Q za m 85 ;... .... :.. ......... ........ ... .............. ......... p ' oC g a a co Z I' PROPOSED GRADE Iw- CO -00 ry W N bo 00 Z Z +Qcn Q zp U N-- -- - r��Z p— --- --��_ aci)~�� OMz� '�+Q QQO a�z a_ (1) � Q OQO 80 36" STORM 416.28 LF @ 0.33% 36" STORM 188.60 LF @ 0.35% 36" END SECTION 75 STA. 0+17.25 INV. 77.80................................ ..................... , ............................................................. ........................... ................... ............... ..................... .......... ... ............. ............................................................... .................... ..................... ................... ........... . • 36" END SECTION STA. 6+22.14 INV. 75.78 72 O O N Ch N t>, O 1� O to CO O ctpp CO t0 't I� t� N OR H. co 1� r• °o O r" °D C+> CC) N � M 0) �? N N trj N N O �- N O� O Q O� �- f� .- tD <! N ? N CM 1w N N N tt) Of I� O to :9 tt! t'7 CV °o O N tV tt) N tV °o CID N CV O N CV aD co N co CV O tV Cti °o O N ri °D co tV trj 00 °D N th O tV t+j 00 °D N M CID N M 00 tb 00 th t7p M °o tIp ch t+'j 00 O CM th °o °0 M tID ri W C+� °o co 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 36" STORM DRAIN PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' 0 ISSUED FOR PERMIT 12/16/22 ALY ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE lop- ROQ4,51-s/ 0 .� ro 67114 Ir �'. STATE OF �%•41 O '•,12�15/2022 A-4 .o 10NAL ��1fl1.1i111� NArr000 ❑oo MERRICIC ❑0 W�MW�`7UM� MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED 4 i f ..................................... 72 1 2 3 0 5 7 6+50 6+60 8 0 20 40 HORIZONTAL (ft) TITLE: BLUE TRITON ZEPHYRHILLS CIVIL STORM DRAIN EQUALIZER PIPE PROFILES REVISION: DRAWING NO.: SHEET NO.: 0 6004-CG-01-003 1 OF 1 tit 10 F_1 0 C n C F G 11 J A I B I C I D I E F G H I J 1 2 0z Ir W OW W Ix �Q Ui CO �a a= �O Owe 3 LLm OW z2 0m ?0_� za w 0 0 = w - m z� 0o Ow LU 0 O 0 _ �O z o_ 4 W W co m fr 2 0 Z O i2 Jz m 0 n 2 co wm m Y -00 W13: �w _z� w0 co w W 5 cr- O -� 0 ~ W 0 0 = Fw" Z 0z O¢ Z Y u) CO H � J UO w C0 3 CO d W Z0 6 [E w W 0 � QQ Om 0 U — W w 7!Cl) a m= U O � W CO �dm D- Q W a LLI W0 7 W LL to Q OD Z z W fA � Y H 0 . lA — Z Ir Z w Q 52O MO CLO o 8 0 U 00 Ir O W ~ J U wLL LLI =O o� >. Ui Zdco 0� Zdv z 0 a 0 9 c W �o 00 It CONCRETE DOME TO DRAIN CONCRETE FILLED 6" NOM 0 STD WT SCH 40 STL PIPE ilt WiT� fol 911: >: t, CONCRETE 6"-MIN 1 g" 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 STANDARD DETAILS NOVEMBER 2021 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 38825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 G=10 PHONE (813)780-0029 FAX (813)780-0813 Concrete Transverse Joint Longitudinal Joint Tie Bars " BOLLARD NOT TO SCALE L L D L �a" Preformed Joint L/1 L/2 Filler (See Note 6) Top of L/2 Pavement Top of Top of I Approx. 3" Pavement Pavement Dowel Bars Steel Tie Bar (See Note 3) O m Plain Steel Dowel Bar (See Note 7) N o Metalfli or Plastic Cap ASPHALT PAVEMENT LIMEROCK BASE COURSE (LBR 100) COMPACTED SUBGRADE (98% MODIFIED PROCTOR) SCARII r,,.L.# %ww v,rrw UNDERLYING MATERIAL ASPHALT PAVEMENT NOTES: 1. REFER TO GEOTECH REPORT AND PAVEMENT DESIGN REPORT FOR ADDITIONAL INFORMATION. COMPLY WITH RECOMMENDATIONS PRESENTED IN THE PAVEMENT DESIGN REPORT. 2. ASPHALT PAVEMENT MATERIALS AND TESTING TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS. 3. AGGREGATE BASE COURSE SHALL COMPLY WITH FDOT ITEM 200. ASPHALT PAVEMENT SECTION NOT TO SCALE AP p Plain Steel Dowel Bar (See Note 8) /oi t¢tt NOTES: Approved Tie Bar Support Approved Dowel 1-a Sheet Metal Bottom Support and Spacer Strip (See Note 8) 1. For joint seal dimensions see Sheet 2. BUTT CONSTRUCTION JOINT EXPANSION JOINT BUTT CONSTRUCTION JOINT (See Note 6) (Used At Discontinuance Of Work) 2. for slabs poured simultaneously, tie bars may be inserted in the plastic concrete by means Initial Saw Cut Or V4' Max. approved by the Engineer. Formed Groove (Depth 114 to �5 D) L L �'. 3. For Longitudinal Joints: L L/2 Plain Steel Dowel L/2 Plain Steel Dowel Bar L12 Top of Bar (See Note 8) (See Note 8) A. Tie bars are deformed #4 or #5 reinforcing steel bars meeting the requirements of Pavement 1 Approx. 3" Top of �� Top of Ye" Initial Cut (Depth V4 to %3 D) Pavement Pavement Specification 931. i B. Provide a tied joint with #4 bars 25" in Parting Strip (V4" Max. Thick) length at 14" spacing or #5 bars 30" in Steel Tie Bar (Depth V4 to V3 D) length at 36" spacing. (See Note 3) - 4. Transverse joints are to be spaced at a maximum of 15'. Dowel Bars are required at all transverse joints unless otherwise N q N 0 Anticipated Break Anticipated Break noted in the plans. 5. Expansion joints to be placed at street intersections and other locations as indicated in the Plans. Anticipated Break Approved Tie For bridge expansion joints, see index 370-001. Bar Support LANE -TIE JOINT CONTRACTION JOINT CONTRACTION JOINT 6. Punch clean holes in preformed joint filler (See Note 2) (Vibro Case Method) (Sawed Method) greater than bar diameter. 7 coat lain steel dowel bars and welded wire basket LONGITUDINAL JOINTS TRANSVERSE JOINTS . p assemblies in accordance with Specification 931. Lubricate dowel bars in accordance with Specification 350. m m 8. Sheet metal bottom strips in accordance o with Specification 931. Not required z with asphalt base. v 3" in, 3 to 9 3 To 9" 18" Long Dowel Bars @ 12" OC r-a' r-o° r-0° 1'-a' r-a' r-a' r-a' Plain Steel Dowel Bar Metal 4 �'�'------0---9-O-—fv �x 'gf Typ. P2M,n. S aOPuncture And Push Crimped Plain Steel Dowel BarsW" 7 On Both es Bend Up Against End Mn METAL Sheet Metal Bottom Strip for of Pavement After Expansion Joints Only (See Note 8) Forms are Removed 3" Min. Plain Steel Dowel Bar 2 Min. Plastic Bar Stop DOWEL BARS (LENGTH 18") Pavement Thickness Diameter 6"-6 V?' 7"-B' 1 " 810Vs' 111V >]1" IVz' PLASTIC DOWEL BARS CAPS DOWEL BAR LAYOUT casT o DEscRrarroN: FY 2022-23 REVISION FDOTT 11101121 W �^- STANDARD PLANS CONCRETE PAVEMENT JOINTS NOT TO SCALE m �� fg inN Transverse Joint M Tie Bars Typ.(See Note 3) 0 z Longitudinal Joint RELATION OF TIE BARS TO DOWEL BARS INDEX SHEET CONCRETE PAVEMENT JOINTS 350-001 1 of 4 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE i DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE Stamp applies to details D4 and H4 only. z CONCRETE PAVEMENT (4000 PSI, AT 28 DAYS) M d co y .. z N COMPACTED SUBGRADE Hi (98% MODIFIED PROCTOR) L USE 6X6 W2.9 W2.9 WELDED WIRE SCARIFIED AND COMPACTED FABRIC (WWF) IN BOTH DIRECTIONS UNDERLYING MATERIAL CONCRETE PAVEMENT NOTES: 1. REFER TO GEOTECH REPORT AND PAVEMENT DESIGN REPORT FOR ADDITIONAL INFORMATION. COMPLY WITH RECOMMENDATIONS PRESENTED IN THE PAVEMENT DESIGN REPORT. 2. CONCRETE PAVEMENT SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C39. 3. WELDED WIRE FABRIC (WWF) SHALL BE OVERLAPPED NOT LESS THAN ONE FOOT. 4. CONTROL JOINTS SHALL BE PLACED NO MORE THAN 12 FEET O.C. CONCRETE PAVEMENT SECTION NOT TO SCALE V8' V4" w Saw Cut Or Formed Joint to %i' Formed Joint "�?' Backer Rod Placement Depth �^ to 1/e' Joint Width to I �aMJn.0 Max. Joint Sealant Material To Be T—'— Elastomeric Sealant Bead Thickness ealant Material To Be AsSpe16reormed -ssion T7Co-pre Seal Joint Depth - cTape FA Existing Joint Bond Breaker (w + ) Saw Cut Or Parting Strip V4 to '/3 D (D=Conc. Pavt. Thick.) Saw Cut Or Parting Strip V4 [o V3 D Rod Bond Breaker Or Crack Not Required For Construction Joints. (D=Conc. Pavt. Thick.) Not Required For Construction Joints Or Existing Joints Or Cracks. Note: Dimension w will be shown in the plans or established by the Engineer based on field conditions. Dimension d will be constructed aoft2.0 he has a mum FOR NEW PROJECTS FOR NEW AND REHABILITATION PROJECTS value end afminimum value of 1.0. PREFORMED ELASTOMERIC COMPRESSION SEAL BACKER ROD BOND BREAKER FOR REHABILITATION PROJECTS TAPE BOND BREAKER CONCRETE -CONCRETE JOINTS d = w = �4' Unless Specified Otherwise In The Plans w Saw Cut Joint Concrete Pavement to Va' Asphalt Shoulder Pavement a Joint Sealant Material To Be As Specified In The Plans Backer Rod Bond Breaker d = w = 3/4" Unless Specified Otherwise in The Plans w Saw Cut Join[ Concrete Pavement W, to Va" Asphalt Shoulder Pavement a Joint Sealant Material To Be As Specified in The Plans Tape Bond Breaker (w BACKER ROD BOND BREAKER TAPE BOND BREAKER FOR NEW AND REHABILITATION PROJECTS; EITHER TAPE OR BACKER ROD BOND BREAKER REQUIRED; SHOULDER MUST BE REPAIRED IF PROPER JOINT SHAPE CAN NOT BE ATTAINED CONCRETE -ASPHALT SHOULDER JOINTS JOINT SEAL DIMENSIONS BACKER ROD BOND BREAKER (CONCRETE -CONCRETE JOINTS) JOINT DIMENSIONS (INCHES) SEALANT MINIMUM BACKER ROD JOINT BACKER WIDTH BEAD ROD DIA. JOINT PLACEMENT THICKNESS DEPTH DEPTH Va Va $e 1 Vz 'b /4 1 114 h V2 V4 5Vi 1 V4 %1 44 316 1 13'4 _V8 1/8Y16 11� 1314 ' %6 1 V2 1114 2 314 > 1 t/1 1 V4+ 2+ 3'a Unless otherwise indicated on the plans the joint width for new construction will be r/4' for construction joints, Ja' for all other joints. For rehabilitation projects the joint width will be shown on the plans or established by the Engineer based on field conditions. LAST p DESCRIPTION: FY 2022-23 INDEX SHEET REVISION ^ FDOTT CONCRETE PAVEMENT JOINTS 11101117 W �— STANDARD PLANS 350-001 2 of 4 CONCRETE PAVEMENT JOINTS NOT TO SCALE 01 j /fro 671114 _4 _ i p STATE OF 0•,� 5/24/2023 �4 �� F '�40RIO?'.-�.�' .: //II1111kk oi°❑ MERRICK"' m��� �� MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: BLUE TRITON ZEPHYRHILLS CIVIL SITE DETAILS 1 REVISION: DRAWING NO.: SHEET NO.: 0 6004-CD-01-001 1 OF 1 1 K3 5 0 7 0 �1 1Iwo A B C D E F G H I J A I B I C i D I E I F I G i H I I I J K Z Q O~Z w W Ow LU W � d Q as 2 ~m 3 Og � W Z2 O� Za- W W LOU on - m a_ zZ Q Oo WV O� _ O za 4 ww 03 m w O Il W J Z mu Q Cl) O Lu N m Y O Om LUW Z LL1 0 vJ l— w W 5 X it OJ C1 S aO Odd - Z Y co U) F- Cr — W ~O Um w Z a w Z Zo 6 .. W 0 Q Q 0 m _1 Y U_ W Cl) - m= 0 � tr U) Q � w a cW� it 7 C W Q 08 Z !— Z _ W CO Y Cr �CD Z3: _I= �W �0 Q' O O LU rZ o 8 U � U � Z0 o `__ W LLI x0 o- } W In Es UJ Z Q U Z � O oC 9 O 10 GENERAL NOTES: 1. For curb, gutter and curb & gutter provide W' - %4' contraction joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed 10' centers. 2. Locate expansion joints for curb, gutter and curb & gutter in accordance with Specification 520. TABLE OF CONTENTS: Sheet Description 1 General Notes and Contents 2 Concrete Curb and Gutter 3 Curb and Gutter Joints and Endings, Concrete Bumper Guard, and Asphaltic Concrete Curb TYPE A TYPE F TYPE E SHOULDER GUTTER TYPE A, TYPE E, TYPE F, AND SHOULDER GUTTER (Other Types Similar) CONCRETE BUMPER GUARD LAST "�" ^�r�'�ry' FY 2022-23 INDEX SHEET REVISION FDOTT CURB AND GUTTER 11101121 w' �- STANDARD PLANS 520-001 1 of 3 a Depth of Sawcut Depth of Sawcut 3�'2" Min. 3'r2" Min. Depth of Sawcut 3'h" Min. Depth of Sawcut Depth of Sawcut r ; /; /��, / Depth of Sawcut 2W" Min. 3;z„ Max. ' 3W" Max. 0" L a Min. 5" Max. // , !l ', 9 % ,'�� % /•�� ' Min. 0" Min. 5" Max. d / / i / 0" Min. TYPE A TYPE B TYPE D TYPE E TYPE F SHOULDER GUTTER NOTE: Sawcuts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINTS IN CURB CONTRACTION JOINTS IN CURB & GUTTER Joint Seal (See Note) 8'-6" 3-a' Trans. w �� P '� P Concrete Pavement 6-a' End of Curb 3-a' Trans. N End of Curb Exp. Joint and Preformed N a +i _4 �' Joint Filler (See Note) Concrete Gutter _ NOTE: Joint Seal application applies to both high Edge of Pavement Edge of Pavement Edge of Pavement Edge of Pavement and low sides of pavement, low side shown. PLAN PLAN PLAN PLAN EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT 3 0 Trans. 5-6" 3'-a' Trans. 3-0" Trans. 3-a' 3-0" Trans. Top of Curb Top of Curb Top of Curb Top of Curb See Note 1 Slope Varies f Gutter Gutter Gutter Gutter ELEVATION ELEVATION ELEVATION ELEVATION Flexible Pavement FLARED END STRAIGHT END FLARED END STRAIGHT END See Note 2 CURB TYPE A CURB AND GUTTER TYPE E AND TYPE F NOTES: NOTE: Ends of Type B and D Curb transition from full to zero heights in 3 ft. 1. Surface on Low Side of Pavement to be k4" Above Lip of Gutter. CURB AND CURB & GUTTER ENDINGS Surface on High Side to be Flush With Lip of Curb or Curb & Gutter. 2. Applies to both high and low sides of pavement, low side shown. Applies to shoulder gutter only where adjoining traffic lanes. 4" Min., 5" Max. 6-a CURB AND GUTTER AND TYPE A CURB fib" or 1'd' Holes P-a' ± (Typ.) 3" Max. ADJACENT TO FLEXIBLE PAVEMENT 3b" or �14" Hole (Typ.) 2 Min. 3" Max. i�l I II 2' Min. I � I to to I I 11 2' (Typ.)5" EE 9" Max. R=2": Cast Pitch Optional R=2': Cast or Rubbed rl 8 Min. or Rubbed #4 Bars (Typ.) (Typ.) (Two Per Guard) It, F- — " CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB CURB AND GUTTER JOINTS AND ENDINGS, CONCRETE BUMPER GUARD, AND ASPHALTIC CONCRETE CURB LAST ZDESCRIPTION: O REVISION FY 2022-23 INDEX SHEET 11/01/21 W Fs STANDARD PLANS CURB AND GUTTER 520-001 3 of 3 CURB AND GUTTER DETAILS NOT TO SCALE 2 1 ISSUED FOR PERMIT 09/01/23 TJS ACS NHL JPRH AJD 1 ISSUED FOR PERMIT 12/16/22 TJS ACS NHL JPRH AJD 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO 7„ y Joint Seal Same Slope as Adjacent Pavement Concrete Y2" Joint and Preformed Pavement Joint Filler (See Note 1) NOTE: For use adjacent to concrete or flexible pavement, concrete shown (See Note 4). TYPE A I Concrete Pavement 'F�" Joint Preform Joint Fil (See Note NOTE. For use adjacent to concrete or flexible pavement, concrete shown. TYPE B 8" Circulating Roadway Pavement ISee Note 2 h ,➢ r Jam, y ,�a TYPE E 1'-6" 6" TYPE F a Truck Apron Surface Specified in the Plans u` n 20 R or As Shown in Plans � Future Curb and Gutter Construction %F Expansion Joint v ` A Curb and Gutter Valley Gutter PLAN VIEW Y-2" 1,_ 10" See Note 2 N �+ x SECTION A -A See Note 2� o ut 8" ' SECTION B-B NOTE: Traffic Bearing Sections for use in Roundabout Central Island Construction. TYPE RA 1'-2' 1'-10" 6" Joint Seal P-2 l a' See Note 2 Slope to Fit `' Driveway See Note 2 Concrete Pavement ut z �► ? e V' Joint and e e ey e Preformed Joint Filler 8" (See Note 1) 2 a' 3-6" NOTE: For use adjacent to concrete or DROP CURB SECTION C-C flexible pavement, concrete shown. TYPE D Face of Single -Slope Concrete BarrietHeader VALLEY GUTTER NOTES: Match Slope of 1'-a' 1. For Type A, Type B, and Type D Curb: Adjacent PBvt. Shoulder Earth Expansion joint, preformed joint filler and joint seal are required J Joint Seal Pavement 2*-D" 6" ]'-a' Berm between curbs and concrete pavement only, see Sheet 3. 2. For Type E, Type F, Drop Curb, and Valley Gutter: i When used on high side of roadways, match the cross slope of the Flexible Pavt. rc �1> gutter to the cross slope of the adjacent pavement. The thickness Single -Slope of the lip is 6", unless otherwise shown on Plans. and Base Concrete Barrier Standard Shoulder Line y 3. For Type RA, rotate entire section so that gutter cross slope matches Curb slope of adjacent circulating roadway pavement. Vi' Joint and Preformed Joint Filler Y-6" 4. For details depicting usage of Type A Curb adjacent to flexible NOTE:See the toll site details for conduit requirements. SHOULDER GUTTER pavement see Sheet 3. TOLL HEADER CURB CONCRETE CURB AND GUTTER LAST ZO DESCRIPTION: REVISION FDOT� FY 2022-23 CURB AND GUTTER INDEX SHEET 11101121 ter` STANDARD PLANS 520-001 2 of 3 STAMP APLIES TO DETAIL 19 ONLY REFERENCE DRAWING TITLE \`�tttt�t�th��h o 6719_4 _ a p'� STATE OF o�W o 4 4 'r4 OR0 �'�,.1 . O Y/// tNAL111��t`` Vv"r❑0❑ ❑eo MERRICIC MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED A PLAN �A 6" CONC. 2'-0" 6" CONC. CURB / CURB 6" .4 •�• A; 4" SECTION A -A CONCRETE DRAINAGE FLUME DETAIL NOT TO SCALE TITLE: BLUE TRITON ZEPHYRHILLS CIVIL SITE DETAILS 2 REVISION: DRAWING NO.: SHEET NO.: 2 6004-CD-01-002 1 1 OF 1 1 2 3 4 5 F fA 0 7 1 10 A B C D E F G H I J A I B I C I D I E i F G H I 2-6„ 2'-1%F or 3-1V2" 2-I%1' or 3-1V2, GENERAL NOTES: TABLE 1 1. Use a I -piece cover, unless the 2-piece cover is called for in the Plans, except at inlets and manholes WEIGHT OF CASTINGS (ib) / 1 with sump bottoms. Use the 2-piece cover when the sump depth exceeds 7, unless otherwise noted. Frame 2'-0" OPENING 3'-0" OPENING ! g 2. Include "Adjustable" on the cover for Type I manhole adjustable frames. 2-Piece Cover Type Frame over (Std. Frame Inside Outsidel Total 3. For square or rectangular precast drainage structures, use either deformed or smooth WWR meeting 1 155 190 220 190 220 410 the requirements of Specification 931. WWR must be continuous around the box and lapped in Raised or Depressed Logo 4 P PP 1f 145 190 255 190 220 410 accordance with Option 1 or 3 as shown in the Wall Reinforcing Splice Details. III 90 190 180 190 220 410 4. Lap splice horizontal steel in the walls of rectangular structures in accordance with Option 1, 2 or 3 2" Raised or Depressed as shown in the Wall Reinforcing splice Details. Identification Letter Type i - -- NOTE: (See General Note 2) i Frame Type I in Table 1, includes Adjustable frames. !! 7 yax 5. Welding of splices and laps is permitted. Use AASHTO M259 requirements and restrictions on welds. 6. Rebar straight end embedment of peripheral reinforcement may be used in lieu of ACi standard hooks for top and bottom slabs, except when hooks are specifically called for in the Plans. 1 ele Pick -Up Hole (Typ,) -' pQr - Clips Permitted \ \ \ 7. Precast opening for pipe must be the pipe OD plus 6" (- + 2" tolerance). Use mortar to seal the pipe on 3'-0' Frames into the opening of such a mix that shrinkage will not cause leakage into or out of the structure. PLAN PLAN PLAN Dry -pack mortar may be used to seal openings less than 2�/2" wide.: 2-0" or 3-0' Nonskid Surface /1 2'-0" or 3-0' 3/q TABLE OF CONTENTS: standard cover 1 ( 1 Nonskid Surface �8' 1 Sheet Description PLAN 1 General Notes, Contents, Manhole Top Overview, and Manhole Covers e� 2 Manhole Frames and Manhole Tops f 3 2" Raised or Depressed r �� f Ix WALL WALL 3 Inlet Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Filter Fabric Wrap Identification Letter 1 { ELEVATION SECTION ELEVATION SECT/ON ELEVATION Z 4 Drainage Structure Invert, Sump Bottom, Wall Reinforcing Splice Details, and Typical Slab to Wall Details TYPE I TYPE 11 TYPE 111 j (For Manholes) (For Curb Inlets Types 1, 2, 3, & 4) (For Curb Inlets Types 7 & 8) W 5 Precast Option and Equivalent Reinforcement substitution DOT y� i W 6 Construction Joints and Minimum Box Riser segment Dimensions MANHOLE FRAMES 7 Skewed Pipe in Rectangular Structures 70�2M - .' a1a > �( s w p 9 �'F � Brick Adjustment or Z'-O" Dia. (1 Piece Cover) Concrete or B" Brick Brick Adjustment or Grade 6 Miscellaneous Pi a Connection Details s I✓> R - f x Varies Grade Ring Permitted 3'-0" Dia. (2 Piece Cover) (Typ.) (See Note 3) Ring (0" Min. - F-O" Max.) d Ribs (Optional) ,; tl Z � (0" Min. - 1'-0' Max.) LU Z 2 Raised or Depressed - - > + 1 i/2" Key (Optional) w Product Identification �� �`�� LL m 3 Manhole Cover Number (With 3 w Pick -Up Hole (Typ) 02 or Without Ribs) y� ZO Reinforcement Z d Manhole Cover BOTTOM �° e m M1� Thickness of Structure Wall See Note 3) Reinforcement PLAN k 10* Draft I 3-6" or 4'-0' Dia _ ( (see Note 3) E w Wc Riser Riser w Manhole Manhole BRICK OR C.I.P CONCRETE 3'-6" or 4'-O" Dia. 3'-6" or 4'-0" Dia. In p a, D (Brick shown) Z ]'-] 1�q' fie, Y O SECTION Min. PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE F- W TYPE 7 TYPE 8 aCl)z-u�;' 0 Min_- o.oBi Max ft/ft NOTES: Z ---=� ---- 1. Use Class If concrete for Manhole top Type 7 slabs. 3 - _ _ - - Ribs (Optional) 2. Manhole top Type 7 slabs may be of cast -in -place or precast construction. The optional key is for precast tops and in lieu of dowels. Omit O W ]'-8$'a" frame and slabpopenings when [op is used over a junction box. W U Pipe Pipe k . r > �. . J = r '.- 1'-9J4' 3. Manhole top Type 8 may be of cast -in -place, precast concrete construction, or brick construction. For concrete construction, use the same O 0 concrete and steel reinforcement as the supporting wall unit. An eccentric cone may be used. m 4. Use construction joint options, as shown on Sheet 6 to secure manhole tops to structures. Z O. 4 ¢ Basin Floor Basin Floor H 5. Frames ma be ad usted to a maximum 12" hei ht with brick or recast ASTM C478 rode rin s. 4 W m N ELEVATION ELEVATION e y J 9 p 9 9 c� a 6. Manhole top Type 8 may be substituted for a Type 7, if the minimum dimensions are not reduced. W¢ TYPE 7 TYPE 8 1-PIECE COVER 2-PIECE COVER ELEVATION 7. Manhole top Type 7 may be substituted for Type 8, if the minimum thickness (h) above pipe opening cannot be maintained with Type B. 0 w N MANHOLE TOPS MANHOLE COVERS TYPE 1 ADJUSTABLE FRAME MANHOLE TOPS w z MANHOLE FRAMES AND MANHOLE TOPS LAST 20 DESCRIPTION: FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET CO Q L% 2 DESCRIPTION: LAST o FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET REVISION FDOM� REVISION FDOT 11101120 >' ..�- STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 2 of 8 m11/01/20 ' STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 1 of 8 X - O w �w ` CO 0 W w 5 5 (Option 1) Lap Splice: At Quarter Point O F_ Chain Connection rl Chain (Typ.) Manhole Cover Cut (see Note ]) (30 Bar Diameters or Vertical Wire F- Chain (Typ.) Grate(s) (Typ.) Spacing Plus 2" for WWR) (Option 2) Lap Splice: O to Grate (see Note 2) p O /i' (see Table 2) See Note 2 71 With Standard 90° Hooks at Corners Z F- (8" for #4'5 , 1- ` Riprap Entrance 10' for #5's, Z _ - Mixture — 12" for #6's) Jam Nut, Nut ry p of 5 g de Slope %z' Per Ft. or y Class Concrete) Structure Wall (Typ•) ZZQ To ub ra to Groan (3:1 Sand Cement Zand Washer `CL Lap Splice Cold Shuts (Typ.) L/4 J Eyebolt 4„ L �, single Layer w Wall Reinforcing CO 4" PVC Pipe.7, 45° Lateral and Stubs NOTE: For all structures unless excluded by special detail. 0- W Structure 2" Clearance 3" Clearance (Typ.) d Z % to 213 Wall see Note 3 Grout Seal or integral Cast o ?� I Thickness DRAINAGE STRUCTURE INVERT (outside) Z O 6 r' Clearance 6 L W (Inside) w = C3 F- Double Layer Q Q THRU-BOLT J-TYPE ADHESIVE Wall Reinforcing w BONDED NOTES LL m ANCHOR cut1. Bevel upper stub to match forming for apron face. Capping or plugging of upper stub is not required. Remove Pipe (Option 3) Lap Splice: J NOTES: friable base material at stub opening to permit covering of opening with structural course material. Corner Spliced Bar (30 Y Q 1. Install either a %i' 0 x I" Diameter Threaded Straight (Thru-Bolt), a J-Type, Bar Diameters, but not Ci = or an adhesive Bonded Anchor Eyebolt. Double Layer Wall Reinf. Less Than Two Vertical single layer Wall Reinf. Wire s acin s Plus 2" fn 2. Remove riprap, cement PVC cap on lower stub, and place compacted fill in entrance prior to placing base material. for WWR) 9 W w 2. Install a 511d' Chain and 416' Cold Shuts. When chaining two grates CO together provide adequate loop for easy handling. HALF PLAN HALF PLAN >- = SUBGRADE AND BASE TEMPORARY DRAINS m U 3. Install adhesive bonded anchor option with a minimum of 4" embedment, and p in accordance with specification 416. WALL REINFORCING SPLICE DETAILS w cn o TABLE 2 _ d Z EYEBOLT AND CHAIN REQUIREMENTS _ 2" Cl. (Typ.) F w Typical Location i p Index Inlet Eye- Length I--� 1'-0" Min. for Bottom Slab Top Reinforcing n' w Number Type Bolts of Chain Handling &Remarks l Without Sump Sump Depth Varies w _N V 425-030 1 1 4'-0" Slide & Spin Bituminous Coating on Face (4'-0' Std.) 1 O 2 2 2 @ 4'-0" Slide & Spin Weep Hole Thickness ~ of Concrete and Around Pipe Design Slab 1 7 Z �' Dia. Varies Co -i N j 425-031 N/A 1 3-8" Slide or Slide & Spin Masonry Seal for (1'-0" Std.) 7 b tL Q 425-032 N/A 1 4'-0" Slide &sPin Precast Opening `n IV' Optional O O --e pFilter Fabric Wrap O Shear Key 425040 S 1 4'0" Slid & Sin ti _ tZ 425-04] V 1 4'-0" Slide &Spin p CO 10° Draft g — 425-050 A 7 3-0" slide Structure 1 425-051 B 1 5'-0" Slide & Spin See DETAIL "A" 1 �I ❑ Mortar Per k i Sp 425 1 Wall Reinforcing (Typ.) F- C 1 Z'-6" Slide &Spin 1 1 - 7/a' Galvanized Hardware Cloth - N I I I I _ I = Brick Masonryor An I Z D 1 2-6" Slide &Spin 1 II Class Concree Required I 10° Draft P = 425-052 E 2 2 @ Z-6" Slide & Spin II for Gaps Greater Than 2'/" I L -�� g 1 /Z' Optional 1�/z' Min. fn ~ H 2 2 @ 2-6" Flip Ctr. Grate and Slide &Spin Single Free Grate I No. 4 Coarse Aggregate 2' x Z x 2 ' n Shear Key �l a Shear Key O II Filter Fabric X L �IP2 F- Z I or 2 @ P-6" Center Grate(s) Chained to One End Grate c O Q O F 1 3-6" Flip or Slide &spin c � Design slab Thickness O 425-053 G ] 6'-0" Slide �_ g a - �" %z' NOTES: °m 7 e 1. Construct sumps in inlets and manholes connecting to Z J IQV Z-0" Lifting Loop b v Sail Compacted to Density I 1 Pipe 1 /z CI. � 425-054 J 1 4'-D" slide &Spin e e � Required in Specification 125 French Drains unless excluded in the Plans. P I I Bottom Reinforcing O J_ 8 ff Described as Bedding Zone I 1 V lnzv I 2. Construct sumps only where called for in the Plans Rebar Straight End Embedment Extend Top and Bottom Slabs V E at all other locations. Structure Wall forond Al/ns dBar sizes e Face of to Achieve Minimum Rebar O Embedment Beyond Inside Face 00 3. Construct weep holes in sump bottom only where called a raco SECTION DETAIL "A" s for in the Plans. NOTES: 1U M Da0 M 1. See Sheet 6 for optional construction joints. W U " 2 Bend bars as required to maintain cover. LOCKING GRATES TO INLETS PIPE TO STRUCTURE FILTER A w P o RUCTE ITFABRIC WRAP e SUMP BOTTOM TYPICAL SLAB TO WALL DETAILS 0 0 N o (PRECAST STRUCTURE SHOWN) LOCKING GRATES SUBGRADE AND BASE TEMPORARY DRAINS AND PIPE TO STRUCTURE FILTER FABRIC WRAP z DRAINAGE STRUCTURE INVERT, SUMP BOTTOM, WALL REINFORCING SPLICE DETAILS, AND TYPICAL SLAB TO WALL DETAILS Q � LAST 2 DESCRIPTION: w O FY 2021-22 INDEX SHEET LAST 2 DESCRIPTION: O REVISION SUPPLEMENTARY DETAILS o FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET FDOT REVISION FDOT w 11101120 .�- STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 3 Of 8 11101120 a STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 4 of 8 Za 9 9 co �o TITLE: 0110 BLUE TRITON ZEPHYRHILLS ❑a❑ MERRICK' CIVIL ❑❑❑ GRADING AND DRAINAGE DETAILS 10 10 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD TURNS MERRICK PROJECT NO.: 3021600491 REVISION: DRAWING NO.: SHEET NO.: REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE CLIENT PROJECT NO.: SCALE: AS NOTED 0 6004-CD-01-003 1 OF 1 A B C D E F G H I J OZ xw OW W Q ¢ xa LLI a= i-- w O ` m w Z OCo Cf) EL Z a W . 0 O = 0 LU aM z� Ow J U O� x � za e w w CO w oc OZ LL W J Z a8 H W In Q w U m Y cr- ` O wx ww _�0 LU Ix w - ` wIx O -1 0 0O Z LU Z 0 OQ Z Y Cf)Ix ~ W � J U o W LU aCO 0 Zo E [L- w W� 0� Om J Y U co wW m= U 0 � W CO !�0 W aW w U S W CO Q LL 8 0 Z Z W to 5 Y 0' �O Z� W �O O �O z U ~ U � 00 �O IU E" w w wo x0 62 coLU ¢ D O ¢ U Z O �a 0cl: COW x �O A I B I C i D i E I F i G i H I J 1 4 E 0 m U- w U z w w ti LINE POST T-10" FOR POSTS 8 5/8" O.D. 3'-4" FOR POSTS 6 5/8" O.D. T-0" FOR POSTS 4" O.D. AND LESS d C DOUBLE SWING GATE SCALE: N.T.S. OFFSET HINGE STANDARD HINGE SWING GATE DETAILS SCALE: N.T.S. 3 HORIZONTAL STANDS BARBED-WIRE CHAIN -LINK FABRIC 3STRANDS BARBED-WIRE (TYP) GATE FRAME DIRECTION OF GATE SWING (TYP) N111- CHAIN -LINK FABRIC (TYP) GATE OPENING PLAN GATE LEAF FIRE ACCESS LOCKING 3 STRANDS MECHANISM WITH KNOX BOX BARBED-WIRE (TYP) - • - •i♦♦♦♦♦♦ ►iiiiiii ;'!.I � - ►�♦eeee♦e♦ . .eee♦♦e♦e♦♦♦♦♦♦♦♦♦ �,•�♦♦♦O♦O♦♦♦e♦♦♦e♦O♦♦ee♦Oeee♦i j lea. - „e♦:,♦e♦♦e♦ IpoeQ♦e♦e♦Op♦p 'lt� �- ► I � �•o�♦�♦s0♦�e�♦�O I eoeeee♦♦ ►eo♦♦♦♦e !►0iee`Oi♦ie +eee♦♦ - ♦♦♦e. i►ODOOi•. ►eeeee♦eee♦ ♦eee♦e♦♦♦♦♦♦ ♦♦ •eeeee♦e♦♦♦♦0i♦• Di♦iei♦i♦iei♦i♦♦iei♦i♦i♦i!.'O i ♦.�eee♦e♦♦ ♦.,�♦ee♦ee ♦i`••!♦♦e♦ee♦eQ h �e♦♦♦e♦e♦ - i ! ♦.�.�♦e♦e♦ ►e.eeeee �►OOe`•ee♦i♦ ♦eee• e��i♦:♦:♦ie `•ep0�0e�. 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DWG. NO LATCH ASSEMBLY REFERENCE DRAWING TITLE GATE POST SCHEDULE GATE LEAF WIDTH (NOMINAL) OUTSIDE DIMENSION (NOMINAL) 6' OR LESS 2.875" OD 2.5" SQ MORE THAN 6' TO 13' 4.0" OD MORE THAN 13' TO 18' 6.625" OD MORE THAN 18' 8.625" OD NSF.��IjjO�j�' ro 67114 1Z. :4rz: '. �p % STATE OF 4 ,r i��%23 ,P/24/20��!;F. P COR1© � S��`ti.: finNAL trll�ltt 3STRANDS BARBED-WIRE ON PERSONNEL GATE SCALE: N.T.S. O Y" DIA. DROP ROD (INDUSTRY STANDARD) PAVED SURFACE P.C. CONC x mu N C d ° aaa BITUMINOUS d 1" ID STEEL PIPE a im co c7 V co v 6" DIA. P.C. CONC. d a a SAND/GRAVEL mmm SECTION DROP ROD FOUNDATION SCALE: N.T.S. 3 STRANDS BARBED-WIRE (TYP) -"—GRADE LINE BOTTOM TENSION WIRE (TYP) PE FE-6 FENCE NOTES: 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION. 2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED. 3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED. 4. GATES SHALL BE DESIGNATED AS FOLLOWS: FENCE TYPE - FE5, FE6, ETC. FENCE HEIGHT - INCHES TYPE OPENING - SO (SINGLE) DO (DOUBLE) HINGE - RA (STANDARD) - HO (OFFSET) OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS) EXAMPLES: FE6-84-DO-RA-24 FE5-48-SO-HO-6 5. "BEST' PAD LOCK REQUIRED AT ALL ENTRY WAYS. ❑oo MERRICIC 00❑ WHammwTuRNER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED TITLE: BLUE TRITON ZEPHYRHILLS CIVIL FENCE DETAILS 1 0 6004-CD-0 1 -005 1 OF 1 1 3 VA Cam' 0 110 A B C D E F G H I J r� B C 191 E i F G H J z z 0 w O H U w 0 a w 0 w z 0 0) m Y oC-) 0� ww z wo co ��: iE J W T 0� 0� wo 0 s uj zo oz¢ Z Y cl)co �cr. w � J U co oW �w a� 0 wo zw " s w� 0� ¢¢ om Y J U wN m= 0 � w cn �0 a� U w >_ wr cn ¢_ w 00 _zz w co � Y z� Zw ¢F To �o a �o f- z 0 ~ 00 Wo w~ w U w_ w s0 152 >_ ui zcl) aw zd� zw �c3 �a oa �w _s �O 1 2 4 5 7 0 10 LINE CONCRE' FE6 CHAINLINK SECURITY FENCE DETAIL SCALE: N.T.S. Tol [CIO onn TRUSS ROD AND BAND FASTENING DETAILS SCALE: N.T.S. r. a M­ \A/Ir1 w M��kl TRUSS ROD MIN DIA) i- TENSION WIRE TENSION BAND ROUND POST BRACE RAIL CLAMP DETAILS Of POST LINE BRACE RAIL (TYP) TRUSS ROD PULL POST / / / \/\/\\ 10'-0" MAX. / \ / / / 10'-0" MAX. NOTE: PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET. BRACE PANEL DETAIL SCALE: N.T.S. POST 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD LOCK P w q Z U- 45 DEGREES w F_ w %" PLAIN PIN a RIVETED FLUSH (TYP) H Q N LINE POST �1 EXTENSION ARM DETAILS TENSION BAND (15" O.C. MAX AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC) FABRIC TENSION BAR TO ENGAGE EACH FABRIC LINK 04 TENSION BAR CARRIAGE BOLT END OR GATE POST DETAIL REF. DWG. NO 9 GAGE-' (2'-( FABRIC �J `BARBED-WIRE OR TENSION WIRE TENSION BAND DETAIL BRACE RAIL ATTACHMENT TIE WIRE (15" O.C. MAX AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC ROUND POST LINE POST ATTACHMENTS SCALE: N.T.S. REFERENCE DRAWING TITLE s4$�:?I�jO�j� >> o67114 _ •G � STATE OF ;+ O �5/24/202¢3 �. /oNAL �t/!l.11111 SCALE: N.T.S. CORNER POST BARBED WIRE (TYP) STEEL POST SCHEDULE MINIMUM OUTSIDE DIMENSIONS (NOMINAL) USE AND SECTION FABRIC LESS THAN 72" FABRIC 72" TO 96" FABRIC OVER 96" CORNER, END & PULL POSTS TUBULAR - ROUND 2.375" O.D. 2.875" O.D. 4.00" O.D. TUBULAR - SQUARE 2.00" SQ. 2.50" SQ. 3.00" SQ. C-SECTION (ROLL -FORMED) 3.50" x 3.50" 3.50" x 3.50" LINE POSTS TUBULAR - ROUND 1.90" O.D. 2.375" O.D. 2.875" O.D. H-SECTION 2.25" x 1.70" 2.25" x 1.70" 2.25" x 1.70" C-SECTION (ROLL -FORMED) 1.875" x 1.625" 2.25" x 1.70" BRACE RAILS TUBULAR - ROUND 1.66" O.D. TUBULAR - SQUARE 1.50" O.D. H-SECTION 1.625" x 1.50" C-SECTION (ROLL -FORMED) 1.625" x 1.25" NOTES: 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION. 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN -LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA. 3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED. 4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION. 5. "BEST' PAD LOCK REQUIRED AT ALL ENTRY WAYS. FENCELEGEND TYPE FE6 - CHAIN -LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM TBR - FENCE WITH TOP AND BOTTOM RAILS TWB - TENSION WIRE TOP AND BOTTOM TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL FINAL NUMBER IS FABRIC WIDTH IN INCHES EXAMPLES: FE6-TR-72 - CHAIN -LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH. 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LUW w >1 p O = p LU a= zz z �¢ on LULU J U O � 0 w Z 0- LU LU COm LU OC OZ LULU wZ J O U F- w p 2 m0 LU N m Y O� wW �- w z CO O wCL ! � J O� p � LU o 0 = Z F-- Z _ p O ¢ Z Y c N H � LU �O U COw itw aw Cl z F LLLU w� p ¢Q Om J Y Q U = N ce w LU 2� mx U Cl LU CO - p a¢ w aw U � - > O � �x LU F- LLQ OD Zz - z w to 2 Y H 0 _ U Z � W H No Z O �O ILU- ~ Z J 0 U� 00 �o W� w LU =0 0- zm Q M p LU ¢ U Z � O p LU Nw _x �0 /1 Li V V . \/ . . 1 V 0 1 r J A I B I C I D I E F I G H I I J 1 2 r a 0 F_: - �w oW U � w0 �Q as U- 3 w ow ZM z ON a z a- WM w 0 00 _ 0 Q -n Z Z Q 00 W U 0 O 0 O z_a 4 W m w mz Ow LUz 0 U co 0 W U m Y o� LU �w � o W� 5 Mm Og 0� Wo 00 z� z 0 0 ¢ - Z Y cnN -w 00 U W �w aw aE 6 �w w� 0 ¢Q om Y J U �m W w - mCo U w w W0 az w Q aW W �a 7 W__ w� cn a �0 z w co � Y z� zW QF Lno Q0 �0 �� zmm 8 OF c� m 00 �0 w �- -j U w� i0 - 0� >_ ui zm ¢Lu nLu Q U 0 z� O a_ 9 W W - 2 F=- O 10 CONTRACTOR TO INSTALL CHRISTIE MFG. PLASTIC VALVE ID TAG RAIN BIRD FD-101 DECODER DBR/Y-8 WATER PROOF SPLICE CONNECTOR RAIN BIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT WITH 100 PESB VALVE, QKCHK100 BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR ARSON #1418 FOR V DRIP VALVE ASSEMBLIES AND CARSON #1520 FOR 1-12" DRIP VALVE ASSEMBLIES FINISH GRADE SCH 80 PVC TRUE UNION BALL VALVE SCH. 80 ELL UNION PVC • I��2-WIRE COMMUNICATION WIRE• MAINLINE 18" DEPTH GRAVEL, 314" CRUSHED STONE NOTE: PLACE 3-FEET OF EXTRA WIRE IN EVERY DRIPASSEMBLY VALVE BOX FOR SERVICING 12" CARSON VALVE BOX SCH 80 PVC TRUE UNION BALL VALVE SCH. 80 NIPPLE T.O.E. SCH. 80 ELL (TYPICAL) FINISH GRADE QUICK COUPLING VALVE GAL\ SCH 80 PVC TRUE - UNION BALL VALVE SCH. 80 NIPPLE T.O.E. ` SCH. 80 NIPPLE 1" PVC NIPPLE (TYP.) (TYPICAL) CORRUGATED 10" PIPE 1/2"-3/4" CRUSHED STONE 12" DEPTH BELOW VALVE D ISOLATION BALL VALVE NTS 12" CARSON VALVE BOX To WATER MAINLINE •i -�.'SOURCE NTS 10" CARSON VALVE BOX 1/2"-3/4" CRUSHED STONE 2 CUBIC FEET MANUAL DRAIN VALVE NTS ®ill;�[�717 GENERAL NOTES 1DE 1/4" HEAVY DUTY PLASTIC •\ RESTRAINT STRAP \ r-10" CARSON VALVE BOX (#708) FINISH GRADE RAIN BIRD QUICK COUPLING VALVE (AS SPECIFIED IN LEGEND) 1/2" REBAR STAKE (1) SCH. 80 ELL (W) (1) SCH. 80 NIPPLE (3" LENGTH) SCH. 80 NIPPLE GALVANIZED NIPPLE (12" LENGTH) (3" LENGTH) 1/2"-3/4" CRUSHED STONE 122 DEPTH BELOW VALVE �'• `� (1) SCH. 80 ELL (Xf) MAINLINE (1) SCH. 80 NIPPLE (3" LENGTH) \ r-)l IIr:6C r.r)l IPI IIVr \/AI VP NTS CONTRACTOR TO PROVIDE HEAT TAPE WITH THERMOSTAT CONTROL CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO PIT CONSTRUCTION, INSTALLATION AND VENTING OF BACKFLOW PREVENTION DEVICE. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER PLASTIC VALVE BOX WITH LID (TYP.) _\ IN BRASS ISOLATION GATE VALVE � FLOW ��% ��• CRUSHEDSTONE TO WATER 'o -• 3WGATE VALVE DRAIN THRUST : SOURCE-.NTS ,WITH 1 CU. FT. GRAVEL SUMP BLOCK (TYP.) 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE, 22. CONTROLLER GROUNDING MUST BE AS PER RAIN BIRD WIRE GROUNDING CLASS 200 PVC FOR 4" AND LARGER). REQUIREMENTS 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. 23. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: (CLASS 200 PVC PIPE). A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN SPRINKLER HEADS AND VALVE SUPPLIED. BACKFILLING OF TRENCH. B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS. 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID 24. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC TEFLON. VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE LANDSCAPE SPRINKLER HEADS. PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. MATERIALS EXISTING OR NEW. 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS 25. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR SHOWN ON DETAILS. PROPER COVERAGE. 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND 26. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. FURNISHED BY THE CONTRACTOR. ALSO INSTALL SPRINKLERS 4" FROM CURB OR WALKS. 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A 27. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID CONNECTIONS. SUBMITTALS CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE PLANS AND SPECIFICATIONS. REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR 28. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE CLARIFICATION BEFORE PRECEEDING WITH THE WORK. ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF 12. ALL TWO -WIRE CONTROL WIRES SHALL BE #14-2 MAXI CABLE, INSTALLED IN 1" THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2010 FORMAT BEFORE FINAL SCH 40 PVC ELECTRICAL CONDUIT. ACCEPTANCE. 13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO 29. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER 30. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, INSTALLATION EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING. ORDINANCES. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS 15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY CONNECTION IN VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES). CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR LOW HEAD DRAINAGE MAY OCCUR. SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND 17. ALL SPRINKLERS TO BE INSTALLED AS DETAILED ON PLANS. REDESIGN COSTS FOR NON-COMPLIANCE. 18. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL 31. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE 2 PRESSURE VALVES. TESTS OF THE IRRIGATION SYSTEM MAINLINE (BOTH TO SHOW NO DROP IN 19. 24 VOLT WIRE SHALL BE COLOR CODED PER SEPARATE WIRE RUNS. PRESSURE DURING DURATION OF TEST. 20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED A. 2-HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE GROUNDING EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT WITH B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE PAIGE WIRE GROUND PLATE ASSEMBLY, 32. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE OWNER WITH A 21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION COLOR -CODED ZONES DIAGRAM PLAN, 8-1/2"X11" LAMINATED SHEET(S), TO ON FAULT GROUND AND LIGHTNING PROTECTION. IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH CONTROLLER. TO BE LOCATED IN ADHESIVE POUCH ATTACHED INSIDE OF CONTROLLER(S). 2 ISSUED FOR PERMIT 06/30/23 ICS ICS IEA IEA IEA 1 REVISED PER CITY COMMENTS 06/02/23 ICS ICS JWC IEA IEA REV REVISION DESCRIPTION DATE JDRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE FIBERGLASS ENCLOSURE GALVANIZED NIPPLE (TYP.) - GALVANIZED ELL (TYP.) ,GALVANIZED UNION (TYP,) FINISH GRADE MAINLINE IRRIGATION LEGEND a 1" WATER METER, SYSTEM REQUIRES 30 GPM @ 75 PSI. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE SYSTEM REQUIREMENTS AT SITE BEFORE STARTING CONSTRUCTION. 00 MANUAL DRAIN VALVE. SCH 80 PVC TRUE UNION BALL VALVE. DETAIL-E. m WATTS #LF909-M1-QT-1-1-1/2", 1-1/2" REDUCED PRESSURE ASSEMBLY BACKFLOW PREVENTER. DETAIL-F. full ® BLOWOUT ASSEMBLY. DETAIL-B. RAIN BIRD ESP-LXD-PED-SS CONTROLLER. 50 TOTAL STATIONS, © 2-WIRE/DECODER BASED MODULAR CONTROLLER, FOUR PROGRAMS, STAINLESS STEEL, PEDESTAL MOUNTED. DETAIL-J,K,R. IRRIGATION CONTRACTOR SHALL ALSO INSTALL A WIRELESS RAIN/FREEZE SENSOR FOR EACH CONTROLLER. RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV KEYS AND MATCHING HOSE SWIVELS. DETAIL-C. RAIN BIRD DRIP ZONE ASSEMBLY KIT, MODEL #XCZ-1 00-PRB-COM. 1" SIZE. INSTALLED WITH SINGLE STATION RAIN BIRD DECODER. DETAIL -A. ■ POINT OF CONNECTION - DRIP LINE TUBING TO PVC PIPE, DETAIL-L,M. DRIP TUBING: RAIN BIRD XFS DRIPLINE DRIP TUBING, .6 GPH, 12" CENTERS, STAKED EVERY TURN OR EVERY 4', INSTALL NETAFIM AIR RELIEF VALVE KIT IN -'-' -" -----" - 1011 CIRCULAR VALVE BOX AT HIGH POINT OF EACH ZONE AND INSTALL NETAFIM DRIP DRAIN VALVE(S) IN 10" CIRCULAR VALVE BOX AT LOW POINT(S) OF EACH ZONE. DETAIL-L,M,N,O,P. TREE RING DRIP TUBING: RAIN BIRD XFS DRIPLINE DRIP TUBING, .6 GPH, 12" CENTERS, STAKED EVERY TURN OR EVERY 4', INSTALL NETAFIM AIR RELIEF VALVE KIT IN 10" CIRCULAR VALVE BOX AT HIGH POINT OF EACH ZONE AND i INSTALL NETAFIM DRIP DRAIN VALVE(S) IN 10" CIRCULAR VALVE BOX AT LOW %� POINT(S) OF EACH ZONE. DETAIL-L,M,N,O,P. IRRIGATION CONTRACTOR SHALL INSTALL RAIN BIRD DRIP OPERATION INDICATOR KIT AT EACH END OF ALL DRIP ZONE AREAS. SCH 80 PVC TRUE UNION BALL VALVE, SIZED SAME AS MAINLINE, MOUNTED IN N CARSON VALVE BOX, DETAIL-D. MAINLINE PIPE: 1-1/2" SIZE IF NOT NOTED. CLASS 200 PVC SOLVENT WELD PIPE UTILIZING SCH 40 PVC SOLVENT WELD FITTINGS. IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL-H. LATERAL LINE PIPE: CLASS 200 PVC, SIZE NOTED. - • - • - • - - 3" ELECTRICAL CONDUIT SLEEVE. NOTES: 1. ALL SPRINKLER TO BE MOUNTED ON MARLEX ELLS OR UNITIZED SWING JOINTS (AS SPECIFIED ON DETAILS). 2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE WHERE LOW HEAD DRAINAGE MAY OCCUR. 3. ALL TWO -WIRE CABLE TO BE MINIMUM SIZE OF 14-2 MAXI -CABLE 4. ALL TWO -WIRE CABLE TO BE INSTALLED IN 1" SCH 40 PVC ELECTRICAL CONDUIT. 5. ALL ELECTRICAL CONDUITS OPENINGS TO BE FOAM SEALED. 6. ALL WIRE SPLICES TO BE MADE WITH 3M DBR/Y-6 CONNECTORS MOUNTED IN A MINIMUM OF 10" CARSON VALVE BOX 7. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS 200 PVC PIPE SLEEVE. 8. LSP-1 SURGE ARRESTORS SHALL BE INSTALLED EVERY 300' OR EVERY 6 DECODERS (WHICHEVER IS SHORTER) ALONG TWO -WIRE PATH. LSP-1 SURGE ARRESTORS SHALL ALSO BE INSTALLED AT ALL TERMINAL ENDS OF TWO -WIRE CABLE PATHS (STAR CONFIGURATION). REFER TO DETAIL-Q. 9. INSTALLATION CONTRACTOR SHALL ADHERE TO ALL MANUFACTURER SPECIFICATIONS FOR TWO -WIRE CONTROL SYSTEM INSTALLATION (WIRE SIZING, WIRE LENGTH OF RUNS, GROUNDING, ETC). TYPICAL VALVE INDICATOR virr❑0❑ ❑oo MERRICK7 ❑00 WN "'TUMER MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED n285 GALLONS PER MIN. 10 1 STATION NUMBER ui VALVE SIZE TITLE: BLUE TRITON ZEPHYRHILLS CIVIL IRRIGATION DETAILS 1 ISION: DRAWING NO.: SHEET NO.: 0 L 6004-1 P-01-005 5 OF 6 1 2 Km 4 m 7 m 10 A I B I C I D I E I F I G I H I I I J e C r: E F I G 1 2 STEP 1 NOTE: FOR WIRE SIZES #14, #12 AND #10. +� 1/2" IL -STRIP WIRES APPROXIMATELY 1/2" FROM ENDS STEP 2 AND TWIST ENDS TOGETHER. STEP 3 TWIST WIRE NUT ONTO WIRE ENDS. PUSH WIRE NUT INTO CONNECTOR PAST TABS. STEP 4 STEP 5 STRAP TOP TO CONNECTOR. TABS WIRE CONNECTION u NTS 3 M- D B RN-6 3 1 i I I i I I 1 I 1 4 NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. I i I WIRELESS SENSOR SIGNAL RECEIVER I I CONTROLLER 5 0 W 0 0 = Z Z Zo oQ - Z Y w T) H w — W H0 C.)U W 2 it CL W Z0 6 ly W W = 0� QQ 0 J Y U �W LU — m= U wu Q 0 aQ W Off. 0 W Uw 7 >0 lY = W H ca LL 00 WZ Z to co — ? w Z W Q � � O a' Z O w0 UZI ~ 8 � J_ U ~ U 00 �0 W� U W = 0 - O- >_ W Z N zQLU :D U Z� 0 ow 9 W HO NTS PARAPET COPING WIRELESS RAIN AND FREEZE SENSOR r ANTENNA REMOTE COMMON WIRE TO VALVES CONTROL VALVE CONTROL WIRE TO VALVES RAIN SENSOR NETAFIM AUTOMATIC LINE FLUSHING VALVE COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) TEE 10" ROUND CARSON VALVE BOX SHUT-OFF VALVE #XXXX (BLANK TUBING MAY BE ATTACHED TO OUTLET) (THREE) LINE FLUSHING VALVE NTS NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. 2" CAPPED MARKER PIPE. PIPE MUST EXTEND 6" BELOW BOTTOM OF SLEEVE, PAINTED FLOURESCENT PURPLE CLASS 200 PVC SLEEVE 18" BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS SLEEVI NG NTS 12" MIN. 24" MIN. 1MIN. IRRIGATION CONTRACTOR SHALL INSTALL RAIN BIRD DRIP OPERATION INDICATOR KIT AT EACH END OF ALL DRIP ZONE AREAS. 1Y SPACING FLUSWDRAIN VALVE IN 81N DIA. O, VALVE SOX AT ZONE LOW POINT. �! SHRUB - SPACING TYPICAL. -c PVC LATERAL - AT 12 IN DEPTH MIN. REFER TO IRR. PLAN FOR SIZE. TRIANGULAR COMPENSATING LEGEND FOR EMITTER SPACING & GPH FLOW. PVC DRIP LATERAL PIPING - SIZE PER FLOW DEMAND. • ELECTRIC REMOTE CONTROL DRIP VALVE WTH FILTER IN VALVE AIU� LEASE BOX. REFER TO LEGEND VALVE IN ER BOX SCH 200 PVC MAINLINE AT ZONE HIGH POINT. NTS IRRIGATION DRIPLINE 10" ROUND CARED FINISH VALVE BOX GRADE NETAFIM AUTOMATIC AIR / VACUU RELIEF VALVE 3/4"M x 12"F TXT REDUCTION BUSHING 314" PVC COUPLING (Tx 3/4" SCH 80 RISER (LENGTH A REQUIRED) W V Y Y Y 00o0 00000 BRICK SUPPORTS (THREE 0000 00000 000 A 00000. GA SO WASHED GRAVEL POLY TUBING CLAMPED T STAINLESS STEEL PVC INSERT FITTING CLAMPS AIRNACUUM RELIEF NTS CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING. MAIN SUPPLY, LATERAL MAIN LATERAL AND LOW -VOLTAGE WIRING SUPPLY LINE 17' 12" 17' 12 18" 18" 1" SCH 40 PVC ELECTRICAL LATERAL ( 1" SCH 40 PVC ELECTRICAL CONDUIT WTH RAIN BIRD CONDUIT MATH RAIN BIRD MAXI CABLE MAIN LINE MAXI CABLE 7, • • • • • RAIN BIRD MAXI CABLE • • • IN V SCH 40 PVC • • ELECTRICAL CONDUIT • 12-f ALL MAINSUPLY LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTAL- LATION SPECIFICATIONS. I TRENCHING NTS DRIPLINE MOUNTED WITH 4" OF MULCH COVER FINISHED GRADE MINIMUM 4" DEPTH BELOW GROUND LEVEL SCH 40 PVC ELBOW EMITTER MOUNTING DETAIL 2" OPEN TRENCH DRIP POLY ELBOW DRIPLINE STAKE PVC TO DRIPLINE ON 4' CENTERS ADAPTER DRIPLINE PVC LATERAL PIPING DRIP EMITTER NTS \RSON ROUND VALVE BOX (#708) INDING ROD: HMS OF LESS N/YELLOW WIRE FROM LSP-1 RROUND ROD (1 OF 2) '-6 WATER PROOF CONNECTION F 2) TURF M10008 LINE SURGE TECTION WIRE FROM LSP-1 H MIN. DEPTH OF 3/4" tHED GRAVEL C (1 OF 2) WIRE CABLE TO NEXT ICE INSTALLED IN 1" SCH LECTRICAL CONDUIT IRRIGATION CONTROLLER NOTES: 1. LSP-1 SHOULD BE INSTALLED EVERY 300 FT ON TWO -WIRE PATH OR EVERY 6 DECODERS (WHICHEVER IS SHORTER). 2. LSP-1 TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION). SURGE PROTECTION NTS TO TWO -WI RE PATH C IRRIGATION CONTROLLER SWEEP ELL -� (1-1/2" OR LARGER) COPPER Ground Plate — PAIGE ELECTRIC PN: 182199L 6 AWG BARE COPPER WIRE 6 AWG BARE COPPER WIRE 70• NOTE: 1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. 2. SEE CONTROLLER MANUAL FOR MOUNTING INSTRUCTIONS. 3. INSTALL ALL MANUFACTURER'S RECOMMENDED LIGHTNING RAIN BIRD STAINLESS PROTECTION. STEEL PEDESTAL CONTROLLER (3)1-1/2" ELECTRICAL CONDUITS FOR TWO -WIRE MAXI -CABLE AND GROUND WIRE ANCHOR BOLTS (4) 18" X 18" X 8" CONCRETE BASE FINISH GRADE jt tir.. 8 �120VOLT o: .•' �•' ��..w;�..w• .►:;� .w;� TWO -WIRE POWER AND f r•; f r,; : ;� •r;; ir; MAXI CABLE GROUND WIRES TO REMOTE 6" CONTROL VALVES 1-1/2" SCH 40 ELECTRICAL CONDUIT FOR #6-1 BARE COPPER GROUND WIRE J CONTROLLER NTS PVC SUPPLY HEADER TOP OF SLOPE NETAFIM AUTOMATIC AIRNACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC EXHAUST HEADER TOE OF SLOPE CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE REMOTE CONTROL VALVE ASSEMBLY WITH DISC FILTER AND CONVENTIONAL SPACING PRV PLUS 25% ON BOTTOM 1/3 OF SLOPE DRIP TUBING NTS SLOPED FEED LAYOUT 12" 6 AWG BARE COPPER WIRE CADWELD CONNECTION 6 AM BARE COPPER WIRE TO EACH SATELLITE GRID AND COMPUTER CENTRAL CONTROLS. 100mm CAPPED PERFORATED PIPE WITH POWERFIL CHEMICAL TREATMENT. EACH END COVERED 36" 10" AMETEK VALVE BOX COPPER Ground Plate PAIGE ELECTRIC PN: 182199L EARTH CONTACT MATERIAL GROUND ROD TOP VIEW — NOTE ELECTRIC PN: 182007 SIDE VIEW NOTE IF 10 OHMS OR LESS RESISTANCE CAN NOT BE ACHIEVED WITH THE GROUND GRID AND BARE WIRE TO THE IRRIGATED AREA, INSTALL 100mm PREFORATED PIPE IN CENTER OF THE GROUNDING GRID AND FILL WITH POWERFIL GROUND TREATEMENT. IDEALLY THE PIPE SHOULD BE AS DEEP AS THE R CONTROLLER GROUNDING AT LEAST OUND R100' INTRO IRRIGATION AREA. ARE COPPER WIRE SHALL EXTEND NTS GROUNDING TO BE INSTALLED AS PER ASIC GUIDELINES WITH GROUNDING PLATE. OR PER INT TITLE: BLUE TRITON ZEPHYRHILLS CIVIL IRRIGATION DETAILS 2 PERMIT 06/30/23 ICS ICS IEA IEA IEA CITY COMMENTS 06/02/23 ICS ICS JWC IEA IEA REVISION: 0 DRAWING NO.: 6004-IP-01-006 SHEET NO.: 6 OF 6 REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE A B C D E F G H I J 2 ISSUED F 1 REVISED REV ❑+�❑ MERRICK* W�'�"��� MERRICK PROJECT NO.: 3021600491 CLIENT PROJECT NO.: SCALE: AS NOTED 1 2 3 4 5 7 r 0% . I a 1 Z Q 0Z w W Ow LLI U . LU Q e �a a= W CO ~m w2 OW to g Z ON ya za �w 0 O= w a� 0 ? z �¢ 00 ww J U 0:D 0 z o. wm w o� 0 Z O� Wz m0 Q U F- W 52 co 0 A WN m Y O� wIx WW z2 Uo w w O J 0 WO 0 = " ZLLJ �s 0¢ Z Y U) CO H it W U 0 W U) 0 w a W 0 W 0 Z [L- W W 0 Q Q 0LL awp J J v= E W W 2� m= U 0 � W cn �d0 a¢ w aw LU 50 w� UQ U. 08 Z Z w CO Y IX Z � Z W Q F NO z O CL Z wul 0 ~ U � OZ O Fes- O_ , w~ Q W U W x0 O� W Z U) Q � 0 LL, Q � U sZ w S 0 �a 0w Nw I=- O 1 r 1] w w N m W d' O z LL. w w Z o NO wN m Y O WW z � O w w a. Lug � J o� o� p0 z f=. LU z� O ¢ z Y co U) I_- w 8 J U0 w N Z cl: aw a� wo z M W w ¢ Q Om J V �U w w m= U w Cl) ¢ n. Q w aW SO �m ws C0 LL. ¢ 08 Z z w to � Y cr W Z � z w �O �0 �0 U U � 00 wO , w t'" W U LL IX =o O >. w z ¢ w z ¢ V SZ —wi S w 4aa oW Nw 1 P1 v v v I v II I V N Z 'Q OZ LL. 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A A. .`:.: :.,:':.:.:a NATURAL SPRING WATER :: �•::� :'�ii:::.. '.: .' li .:: - • • •" •� • . , ..♦ ' i d .• •` • ! • '' • 1 •.-ram BOTTLING FACILITY / — • ' _ __ d' •jam r• •. • d _ r 84.67 A 'q � a• aAt 1. A. •,. A.._ T • .. • 4 /fy... •r R • ;•• 1 ♦ -. 4 .. • •.♦ .••, -At-' a •..♦, .f •4 '!.• '� ♦. d4. ', •,• i .. ia• • d j - EXISTING SOUTHERN 0� / EXTENT EXISTING SIDEWALK ON 20TH,,DIM _ III II ililllllz It mom _ � / � i j -- ----- - -- � / INSTALL 4 WIDE SIDEWALK WITHIN 20TH STREET RIGHT-OF-WAY (RED) NOTE: DUE TO EXISTING OBSTRUCTIONS • / > WITHIN THE 20TH STREET RIGHT-OF-WAY % - PHONE POLES FIRE HYDRANTS UTILITY / APPURTENANCES, TREES, SHRUBS, SIGNAGE ETC. NEW SIDEWALK T MEANDER AS NECESSARY WITHIN THE = 20TH STREET RIGHT -OF WAY / FINAL LOCATION TO BE DETERMINED BY SURVEY - _ i Cam\ Iv or a' PROVISION FOR CURB i RAMPS (IF NECESSARY) AND j I TACTILE WARNINGS AT 1 �, / TRUCK ENTRANCE! - ' i % ♦ X i \ )cr N d ce 1 o-') C_� i (� 1 INSTALL 4' WIDE SIDEWALK Or WITHIN 20TH STREET , RIGHT-OF-WAY (RED) I imolt .� (may �w w A�� w w w w A A* jR / / wwwl_li-` w wwwwwwwwww � / �\ I T] IV _m�- .^a or _vlr r l g dc1cor ar .� Ei PROVISION FOR CURB RAMP - (IF NECESSARY) AND TACTILE WARNING AT WOODLAND DRIVE INTERSECTION, NORTH LEG : Ki V FORMATTED FOR PRINTING ON TABLOID (1 1 "X17") SHEET SIZE GENERAL NOTES 1. DESIGN 2436IS11;0041 NOISE BARRIER WALL SYSTEM 4. FOUNDATIONS DISTRIBUTION CENT"FR ZEPHYR HILLS, 5. PVC NOISE BARRIER PANELS FL 1.1. The structures and their components have been 4.1. Foundations have been designed based on 5.1. Standard PVC Noise Barrier Panels with wind load designed in accordance with the following: geotechnical information provided in ECS Project capacity of 47 psf. IBC 2018. No. 41:3949 dated May 26, 2023, based on 5.2 Panels are to be cut on -site to suit final layout. Maximum panel 1.2. All dimensions and sizes are given in feet and inches, recommendations from section 4.3 on page 7. length equals 9'-10Y8". unless noted otherwise. 4.2. Foundation concrete to be cast entirely against 5.3 Ends of the galvanized steel inserts, cut on site, shall be touched 1.3. This drawing package shall be read in conjunction undisturbed soil, compacted soil to 95% standard up with three coats of zinc -rich paint conforming to ASTM A780. with all other contract documentation. proctor density, or rock. 4.3. Soil Properties: 6. STRUCTURAL STEEL 2. WIND LOADING 0-4ft Granular with 32 deg friction angle and 1 10 pcf unit weight. 6.1. All structural steel sections, shapes & plates shall comply with 2.1. Reference Wind Pressure = 34.62 psf (128 mph) 4-1 Oft Granular with 32 deg angle and 48 pcf AASHTO M270 (ASTM A709), Grade 50 [50 ksi]. 2.2. Exposure Category C unit weight. 6.2. All structural HSS members shall conform to ASTM A500 Grade B. 6.3. All components to be hot dip galvanized after fabrication in 3. CONCRETE accordance with ASTM A123. 3.1. All concrete work shall conform to ACI 318, Latest 7. WELDING Edition. 3.2. Concrete cylinder strength at 28 days shall be no less 7.1. The welding, preparation and assembly of structural steel shall be than: done in accordance with ANSI / AWS D 1.1 M/D 1.1:2015 Structural Poured Footings..............................................4000 psi Welding Code. 7.2. Where the on -site welding of structural steel is required, the galvanized surfaces which are abraded and/or site welded shall be cleaned and painted with three coats of zinc -rich paint conforming to ASTM A780. WALL AREA ITEM UNIT QUANTITY DESIGN AND SUPPLY NOISE BARRIER SYSTEM SQ.FT 11,517 RELEASE No: No: I DATE: I BY: I DESCRIPTION: 1 1 1 07/28/2023 1 JMB I ISSUED FOR APPROVAL 8. HARDWARE 8.1. All structural steel fasteners, unless otherwise noted, shall comply with ASTM F3125M. Minimum ultimate strength = 825 MPa. 8.2. All structural steel fasteners and anchor rods to be hot dip galvanized in compliance with ASTM Al 53. TITLE: TITLE SHEET PROJECT: 23SG004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL 9. 9.1. 9.2. 9.3. 9.4. 9.5. 9.6. 9.7. a 9.9. 9.10. 9.11. 9.12. WALL INSTALLATION Posts identified by numbers shown on elevation drawings. Each bay of panels identified by post number to left of bay. The Contractor shall verify location of underground services prior to auguring footings. The Contractor shall verify all dimensions on site and correlate with construction drawings. The Engineer shall be notified of any discrepancies prior to commencing with construction. Posts shall be installed plumb to within a tolerance of ±Y4' in 10'-0" and on lines and spacings specified within ± W. Posts shall be placed in the center of the concrete footing to within a tolerance of 1 "in any direction. Top of footing elevations shown on drawings equal bottom of wall elevations. Top of footing elevation shall be ±Y2' from specified elevation. Lifting devices recommended by Silentium or approved equivalents shall be used to install products. Installation of panels shall be in accordance with manufacturer's instructions. Panel Type 1 and 2 include a steel channel which shall be inserted into RPVC panel cavity. Steel channels to be cut on -site to suit final layout dimensions. Cut ends require zinc paint as per note 5.3. Actual panel lengths are approximately 2" less than the post spacing to allow for tolerance in post locations. Panels shall be installed center between posts. For panel retention bolts, see detail 9/13. Installation of all below ground services shall be completed prior to the installation of the wall. The Contractor shall notify The Engineer of their intention to drill, excavate or penetrate below or through the wall after installation of the wall. SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK FILE NAME: 23SG004-01.dwg J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 1 OF 21 FORMATTED FqR PRINTING ON TABLOID (11 "X 17") SHEET SIZE POST SPACING PANEL LENGTH I RELEASE No: No: I DATE: I BY: I DESCRIPTION: 1 1 07/28/2023 1 JMB I ISSUED FOR APPROVAL Q� Qk• ♦ INSIDE ENCLOSURE 1P 0P qP �pP lk 1 12 1 01-011 1 01-011 1 of-011 2 12 1 of -Oil ♦ OUTSIDE ENCLOSURE 1 01-011 1 of-011 1 01-011 1 01-011 1 01-011 1 01-011 (Wall'A') PLAN VIEW 1 /811 = 1 1-011 1 5 10 A A A 4 BAYS @ 10'-0" o/c = 40'-0" 5 BAYS @ 10'-0" o/c = 50'-0" ww-_N:.il 'f .^ 1 /II I IV -V IV -V IV -V IV-V --► 9'-10%$' 9'-10%$' 9'-10)/8" 9'-10%" �z0 w n (Wall'A') ELEVATION 1/8 11 = l'-0" (VIEW FROM OUTSIDE ENCLOSURE) TITLE: PROJECT: 1 0'-0" 9'-10%8' PLAN AND PROFILE 1 0'-0" 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL 9'- 1 0%" s 1 0'-0" 9'- 1 0%" s SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK 10'-0" 9'-10%$' FILE NAME: 23SGO04-02_1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 1 0'-0" 9'-1OY8' DWG. NO: 2 OF 21 FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE oP �P ti� �P �P ��► INSIDE ENCLOSURE ♦ bP �P �P aP oP ♦ OUTSIDE ENCLOSURE 10'-01 1 1 0'-011 . 1 01-011 1 01-011 1 01-011 . 1 0'-011 10'-011 1 0'-011 . 1 0'-011 1 01-011 1 O (Wall'A') PLAN VIEW. P10 Y_AA 20 A 5 BAYS @ 10'-0" o/c = 50'-0" 5 BAYS @ 10'-0" o/c = 50'-0" A 10'-0" 1 0'-0" 1 0'-0" 1 0'-0" 1 0'-0" Now I ma 1 0'-0" 1 0'-0" 1 0'-0" 1 0'-0" 1 0'-0" 9'-10%8' 9'-10%8' 9'-10%$' 9'-10%8' 9'-10%$' 9'-10%$" 9'-10%$' 9'-10%8' 9'-10%$' 9'-10%8' L—uJ LJ L—LjJ (Wall'A') ELEVATION 1/8 11 = 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL III III I I II I I II I I II I I III III I III I II I I II I I II ( I II I I II I ( II I I II I I II II I III I III I I II I I III I II I I II I i II I II I I II I I II I I II I I II I I II I I II I I II I II I III I III I I II I I III I II I I II I III I II I I II I I III I II I I II I I II I I II I III I II I I II I I II I I II ( I I� I I II I I II I I II I II I I II I I II I I II I I II I I II I I II I III I LLJ LLJ LLJ L Lj J LLJ LLJ LLJ LLJ TITLE: PLAN AND PROFILE PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK 1C 9'- FILE NAME: 23SGO04-02_ 1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 3 of 21 FORMATTED FOR PRINTING ON TABLOID (1 1 "X17") SHEET SIZE re -A INSIDE ENCLOSURE ♦ P P P P P ♦ OUTSIDE ENCLOSURE 1 01_011 . 1 01_011 1 01 ' 1 01_011 1 01_011 1 01-011 01_011 1 01_011 1 OI_oil _• 01_on 1 C (Wall'A') PLAN VIEW 1/8 11 = 1 1_011 20 25 30 A A A 5 BAYS @ 10'-0" o/c = 50'-0" 5 BAYS @ 10'-0" o/c = 50'-0" IN so _ 1 01_011 I 1 01_011 I 1 01_011 I 1 01_011 1 01_011 1 01_011 I 1 01_011 I' 1 01_01I 1 01_011 . I. 1 01_011 9'-10%$' 9'-10%8' L�J L—LjJ L"J (Wall'A') ELEVATION 1/8 11 = 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL 9'- 1 0%" s 9'-10%$' 9'-10%" s 9'- 1 OYs' I 9'- 1 0%" s 9' - 1 0/ " s II I I it I I II I I II I I II I I II I I II ( I II II I I II I I II I ( II I I II i I II I I II I I II II I I II I I II I I II I i II I I II t I II I III I it I I II I I II I I II I I II I I II I I II I I II I I II I I II ( ( II I I II I t II I t II t I it I I II I I it I I II I I II I I II I I II I I II I I II I I II II I I II I I II I I II I I II I I II I I II I I II I II I I II I I II I I II I III I I II I I II I III LLjJ LLjJ LLjJ LLjJ LLjJ LLjJ LLjJ LLjJ TITLE: PLAN AND PROFILE PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK I 9'- FILE NAME: 23SGO04-02_1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 4 of 21 FORMATTED FOR PRINTING ON TABLOID (I I I'M 7") SHEET SIZE 15bP Abe 15AP ♦ INSIDE ENCLOSURE ♦ 1qP ♦ OUTSIDE ENCLOSURE 10,_011 10,_0„ 01_011 101_011 i 0,_0„ 01_011 101_011 101_0„ 01_011 10,_0,, 1 C (Wall'A') PLAN VIEW. 30 Y35 40 A A 5 BAYS @ 10'-0" o/c = 50'-0" 5 BAYS @ 10'-0" o/c = 50'-0" � 10'-0" 10'-0" 10'-0" " " " " "— am " " 10'-010'-010'-010'-010'-010'-010'-010 Now No mmm am Now 04 No 9'-10%8" 9'-10%$' 9'-1 %" 9'-1 %" 9'-1 OY8 ' 9'-10%$' 9'-10%8' 9'-10%8' 9'-1 p%$' 9'-10%8' 9' LJ J (Wall'A') ELEVATION 1/8 11 = 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL III III I I III IIII III I IIII IIII I II II I I II I III I III I III I I II I I II I I II I II I III I IIII IIII I it I III I IIII I II I II I I II I IIII I II I III I I II I I III I II I II I I II I I II I I II I III I I II I I II I I II I I II I I II I I III I II I III I III I I II I I II I I III I II I IIII III I IIII III I I III III I II I III I I II I I II I III I I II I I II I I II I LLjJ LLjJ LL'J LL'J LL'J LL'J LLjJ LLjJ TITLE: PLAN AND PROFILE PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK FILE NAME: 23SGO04-02_ 1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 5 of 21 FORMATTED FOR PRINTING ON TABLOID (11 "X 17") SHEET SIZE 0 CONCRETE FLUME W/ RIP -RAP (BY OTHERS) ♦ INSIDE ENCLOSURE ♦ ar — 3 4 ♦ OUTSIDE ENCLOSURE 12 12 . . 10'-0" 10'-0" 10'-0" 8'-10 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" (Wall"A") PLAN VIEW 1 /811 = 1 Loll 0 0 rj P �IkPOO�` J spq scoter, 40 42 43) 44 49 50 A A ('OA A A nAA 2 BAYS @ 10'-0" o/c = 20'-0" 8'-10" 8'-8%$" W 9'-11' %6' 9'-10%g' W 5 BAYS @ 10'-0" o/c = 50'-0" 3'-11 Y" 3'-9%8' w 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-011 9'-10%$' 9'-10%8" 9'-10%8' 9'-10%$' 9'-10%$' W 10'-0" 9'-1OY8" �,-10%8' 9'-1OY811 9'-10%8' W� 00 WI- 00 C� 00 W� 00 Ua. UCL on- UCL I II I III I I II I III I I II I I II I I II I III I I II I III I I II I I II I III I I II I I II I I II I I II I I II I I II I I II ( I II I I II I I III I II I III I III I III I III I I II I I II I III I I II I III I I II I III I I II I III I I II I I II I I II i III I I II I III I I II I I II I III I I II I III I I II I I II I ( II I I II I I II I I II ( ( II II I III I I II I III I I II I I II I I II I III I I II I III I I II I II I I II I III I I II I I II I III I III I I II I I II I III I III I II I III I I II I III I I II I I II I III I III I I II I III i I II LLjJ LLjJ LLjJ LLjJ LLjJ LLjJ LLjJ LLjJ J LLjJ LJ (Wall'A') ELEVATION 1/8 If = 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL TITLE: PLAN AND PROFILE PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK FILE NAME: 23SGO04-02_1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 6 of 21 FORMATTED FOR PRINTING ON TABLOID (1 1 "X 17") SHEET SIZE 4r�� o1 ��P ��� ♦ INSIDE ENCLOSURE ♦ ��P 41- Jj lry J 0 0 1 (50 I � A 1 lY" 1 _9/8 f W z O U0 N ♦ OUTSIDE ENCLOSURE r 1 0'-0" 1 0'-0" 1 0'-0" 1 0'-0" 1 0'-0" 7'-7' (Wall'A') PLAN VIEW. 1/8 11 = 1 t _OI I 10'-O" 9'-10%" 8 10'-0" 9'-10%$' 5 BAYS @ 10'-0" o/c = 50'-0" 10'-0" 9'-10%" 8 LJ LJ J L—L'J (Wall'A') ELEVATION 1/8 11 = 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL 10'-0" 55 A 101_011 _ I _ 7'-713l6 9'-10%$' hbP��e C� ell, - 7 13 . 1 0'-3" 56 A 71- /811 ui �W1%8 w z r� 00 Un- 10'-3'1 9'-10%" 8 -1 �AP 1 0'-0" 1 0'-0" 1 0'-0" 1 0'-0" Imp "a No 57 60 A A 3 BAYS @ 10'-0" o/c = 30'-0" ow. No IJ 10,_0„ i 10,_0„ I_ 101_01f _ I J 101_011 9'-10%8' 9'- 1 0%" 8 9'- 1 0/ " s I II I I II I I II I I II I I II I I II I III I I II I I II I III I I II I I II I I II I III I II I I II I I II I I II I I II I I II I I II I II I I II I I II I I II I I II I I II I I II I II I I III III I I II I I II I I II I III I III I III I II I III I III I III I III I II I I II I III I I II I I II I I II I III I III I III III I III I I III I II I III LLjJ LLjJ LLjJ LLjJ LL'J L—uJ LLjJ TITLE: PLAN AND PROFILE PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK 9' 1 OY " s FILE NAME: 23SGO04-02_1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 7 of 21 FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE bpP b1P b� b�P bpQ' ♦ INSIDE ENCLOSURE bgQ' bbQ' b�P bq�P 1 bqP ,�pQ' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" ♦ OUTSIDE ENCLOSURE 10'-0" 10'-0" 10'-0" 10'-0" 10'-011 1 60 A Bob No so ago low No (Wall"A") PLAN VIEW_ 1/8 11 = 1 '-0" 5 BAYS @ 10'-0" o/c = 50'-0" now No ow son no now 65 A own am 5 BAYS @ 10'-0" o/c = 50'-0" 70 A 10'-0" 10'-0" 10'-0" 10'-0" Now 10'-0" ow was 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1 --- -- - - - 9'-10%8' sw 9'-10%8' 00 9'-10%$" 9'-10%8' 9'-10%$' 9'-1041' 9'-10%$' 9'-10/8' 9'-10%$' 9'-10%$' 9'- --- — -- - - - - ------ ------ -- -- ------ ---- — -- -- — ---- — — — — — — -- -- --------- — — — -- -- ------ — — — —-— -- — ------ — — — — — — -- -- ----- ------ -- -- ------ -- --- -- -- ----- ------ -- -- ------ — — — — — — — 99-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I II I I II I II I I II I I II I I II I I II I L—LjJ I I I I I I I I I �� I I II I I II I I II I III I I III III I I III III I I II I III I I II I III I I II I L—L'J L—LjJ (Wall'A') ELEVATION 1/8" = l'-0" (VIEW FROM OUTSIDE I I I I 1 II I III I III I III I I II I I II I I II I L—LjJ ENCLOSURE) I I I I III I III I III I I II I III I I II I III I L—LjJ I I I I I I I I I III I II i I II I III I III I I II I I II I I II I I II I I II I III I I it I I it I I II I L—LjJ LUJ ( I I I I I I I I II I I III III I I II I I II I III I III I III I I II I I II I I II I I II I III I III I L—LjJ L—LjJ I I I I I II I III I III I III I I II I I II I I II I LJ I I I I III I III I III III III III I III I L'JJ RELEASE No: TITLE: PLAN AND PROFILE SCALE: AS NOTED FILE NAME: 23SGO04-02_1O.dwg • • DWG. NO: 8 OF 21 No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL DRAWN BY: JMB DATE: JULY 28, 2023 PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL CHECKED BY: RK DATE OF PRINT: JULY 28, 2023 FORMATTED FOR PRINTING ON TABLOID (11"X17") SHEET SIZE �D EXISTING CONCRETE FLUME W/ RIP -RAP (BY OTHERS) EXISTING STORM DRAIN MANHOLE AND PIPE (BY OTHERS) INSIDE ENCLOSURE ♦ ♦INSIDE E 1 ♦ OUTSIDE ENCLOSURE ♦ OUTSIDE 10'-0" 10'-0" 10' If 101- 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10' (Wall"A") PLAN VIEW 1 / 11 = 1 1-011 70 Y75 80 A A 5 BAYS @ 10'-0" o/c = 50'-0" 5 BAYS @ 10'-0" o/c = 50'-0" 10'-0" RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL 1 0'-0" 1 0'-0" LJ LJ (Wall"A") ELEVATION 1/8 11 = 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) 1 0'-0" 9,-10/sI, 1 0'-0" 9'- 1 0%" 1 0'-0" 9'- 1 0%" s 10'-0" 1 0' -0" 9'" 8 I III III I I II I I II I III I I II I I III III I II I III I III I I III I II I I II I I II I I II I II I I II I I III I II I III I I II I I II I III I I II I I II { I II I I II I III I I II I I II I I II I I III I II I I tI I I II I III I I III III I t II I I II I I II I I II I I II I ( II I I II I I II I I II I I II I I II I I it I I II I III I I III I II I I II I I II I I II I I III I II I III I I II I I II I I II I LLjJ LJ LLjJ J LLJJ LLjJ LJ LLjJ TITLE: PLAN AND PROFILE PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK 2 101 9'-1 FILE NAME: 23SGO04-02_1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 9 of 21 FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE ♦ INSIDE ENCLOSURE �pP 0�P s z \ ♦ OUTSIDE ENCLOSURE V\ 101-0 it RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL 10'-0" (Wall'A') PLAN VIEW 1/8 11 /8" = 1 '-0" 2 BAYS @ 10'-0" o/c = 20'-0" 10'-0" 9'-10%" s 9'-10%" s .11 SGOA-H 82 83 A A 6'-811 61_ /1/811 nz0 w a- ( Wall 'A' ) ELEVATION 1/8"= 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) POST SPACING PANEL LENGTH TITLE: STEEL SCHEDULE LENGTH ITEM STEEL DESIGNATION (ft.) QUANTITY 1 W 6x20 22'-7" 83 2 PL 3"xl /4" THICK RETENTION PLATES 14'-5" 160 WITH HOLES (P1) 3 PL 3"xl /4" THICK RETENTION PLATES 14'-5" 1 (P4) 4 PL 5"xl /4" THICK RETENTION PLATES 14'-5" 1 (P2) 5 PL 4"x3/8" THICK RETENTION PLATES 14'-5" 2 (P3) 6 PL 4"x4"xl /4" THICK RETENTION ANGLES 14'-5" 4 (L1) 7 PL 3"x2"xl /4" THICK RETENTION ANGLES 14'-5" 1 (L2) 8 1 /4" 0 ASTM A307 FULLY THREADED H.D.G. 1-1/2 if 164 HEX HEAD BOLT (2) H.D.G. FLAT WASHERS 328 (1) H.D.G. HEX NUT 164 PANEL SCHEDULE ITEM PANEL TYPE PANEL LENGTH (ft.) QUANTITY 9'-1 d/8" 8'-V$" 3'-9 %g' 7-6 Y8 6'-6/g' 1 PANEL TYPE 1 312 4 4 4 4 328 2 PANEL TYPE 2 1950 25 25 25 25 2050 TOTAL 2378 PLAN, PROFILE AND SCHEDULE PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK FILE NAME: 23S0004-02_1 O.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 10 OF 21 FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE STEEL INSERT RPVC PANEL MINERAL WOOL RPVC PANEL END FRONT PANEL TYPE 1 0 C RONT PANEL TYPE 2 RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 1 JMB ISSUED FOR APPROVAL ISOMETRIC ISOMETRIC POST SPACING VARIES (SEE PROFILE) A PA' TY F (9) PA TYI PA TY (8) PA TYI PA TY WALL INSIDE ENCLOSURE OUTSIDE ENCLOUSE Ln z _0 U w M 0 w CL 0 C� a- w J J Q (8) PANEL TYPE 2 pf PA TY LaJ ELEVATION 3/8" : 1'-0" (VIEW FROM OUTSIDE ENCLOSURE) TITLE: L ELEVATION AND SECTION PROJECT: 23SG004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL W 0 ' ao zn O u u W6x20 GALV. STEEL POST RPVC NOISE BARRIER PANEL (TYPICAL) TOP OF FTG. EL. RADE II II J AUGERED r�� CONCRETE II II FOOTING 2'-011 SECTION A 3/8" : 1' SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK FILE NAME: 23SG004-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: DWG. NO: DULY 28, 2023 11 OF 21 FORMATTED FOR PRINTING ON TABLOID (1 1 "XI 7") SHEET SIZE W 6x20 x 22'-7" — LONG GALV. STEEL POST �I INSIDE ENCLOSURE - PL 3"x %4" x 14'-5" LONG GALV. LATERAL RETENTION PLATE Xj U- 06 V J J CL Q W 6x20 x 22'-7" — LONG GALV. STEEL POST INSIDE ENCLOSURE PL 3"x%4" x 14'-5" LONG GALV. LATERAL RETENTION PLATE V) CD \ L 06 \ � J J CL Q /—RPVC NOISE / ""--RPVC NOISE BARRIER PANEL BARRIER PANEL 2'-0" AUGERED \ TYP. 2'-0" AUGERED \ TYP. CONCRETE � � � / CONCRETE � -._. �' / OUTSIDE OUTSIDE FOOTING ENCLOSURE FOOTING ENCLOSURE 1/0' � D ETA I L L2 1" : 1'-0" (POST 1 A) PL 3"x%' x 14'-5" LONG - GALV. LATERAL RETENTION PLATE / W 6x20 x 22'-7It LONG GALV. STEEL POST / - L 311x2"x %4" x 14'-5" LONG GALV. LATERAL RETENTION ANGLE \ 2'-0" AUGERED \ CONCRETE �\ FOOTING POST & FTG �E WALL 1Y" r_4_- DETAIL Q2) 1" : 1'-0" (POST 44A) RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL INSIDE ENCLOSURE RPVC NOISE BARRIER PANEL TYP. L 4"x411x%4' x 14-5' LONG GALV. LATERAL RETENTION ANGLE OUTSIDE ENCLOSURE L 4"x4" x %4" x 14'-5" LO I GALV. LATERAL RETENTION ANGLE W 6x20 x 22'-7" LONG GALV. STEEL POST PL 3"x %4" x 14'-5" LONG GALV. LATERAL RETENTION PLATE 2'-0" AUGEREC CONCRETE FOOTING 2 DETAIL 2 1" : 1'-0" (TYPICAL LINE POST) s DETAIL 2 1" : 1'-0" (POST 49A) TITLE: INSIDE ENCLOSURE L 4"x %II x 14'-5" LONG GALV. LATERAL ETENTION PLATE rmm VC NOISE BRIER PANEL OUTSIDE ENCLOSURE DETAILS PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL W 6x20 x 22'-7" LONG GALV. STEEL POST PL 311x%4' x 14'-5" LONG GALV. LATERAL RETENTION PLATE / IT- 0 / 06 _1 J ICL Q INSIDE ENCLOSURE PL 511x %4" x 14'-5" LONG GALV. LATERAL RETENTION PLATE r- Y II 1_ II LII 4x411 x 4 x 14 5 LONG KF'VU NUIJt —' \ I GALV. LATERAL BARRIER PANEL RETENTION ANGLE TYP. / 2'-0" AUGERED t CONCRETE FOOTING 3 DETAIL 2 1" : 1'-0" (POST 43A) PL 4"x %It x 14-5' LC GALV. LATERAL RETENTION PLATE RPVC NOISE BARRIER PANEL TYP. 2'-0" AUGEREI CONCRET FOOTIN( K`6 DETAIL 2 1" : 1'-0" (POST SOA) SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK OUTSIDE ENCLOSURE INSIDE ENCLOSURE "x4"x %4" x 14'-5" LONG �LV. LATERAL fENTION ANGLE W6x20 x 22'-7" LONG GALV. STEEL POST Rm PL 3"x%4" x 14'-5" LONG GALV. LATERAL RETENTION PLATE OUTSIDE ENCLOSURE FILE NAME: 23SGO04-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 12oF21 FORMATTED FOR PRINTING ON TABLOID (11 "Xl 7") SHEET SIZE INSIDE ENCLOSURE PL 3"x Y4" x 14'-5" LONG GALV. LATERAL RETENTION PLATE POST & FTG WALL OUTSIDE ENCLOSURE O - � 015 0 J \ r) Q RPVC NOISE BARRIER PANEL TYP. 2'-0" AUGERED lY<" CONCRETE FOOTING � D ETA I L �13 1 11 : 1, _0" (POST 56A) P L 3"x Y4' x 14'-5" LONG GALV. LATERAL RETENTION PLATE W6x20 x 22'-7" LONG GALV. STEEL POST (1) Y4 O x 1%2" LG. ASTM A307 GRADE A H.D.G. FULLY THREADED HEX HEAD BOLT C/W (2) H.D.G. FLAT WASHERS AND (1) H.D.G. HEX NUT (2) BOLTS TO BE DONE AT EVERY POST AND EACH SIDE WHERE PANEL CONNECTS. RPVC PANEL H.D.G. STEEL POST K`9- DETAIL is 111:11-011 RELEASE No: No: I DATE: BY: DESCRIPTION: 1 1 07/28/2023 1 JMB I ISSUED FOR APPROVAL POST & FTG WALL lY<" INSIDE ENCLOSURE W bx20 x 22'-7" � \ LONG GALV. STEEL POST 2'-0" AUGERED CONCRETE / ;% FOOTING n I P L 3" x Y4' x 14'-5" LO IV ( GALV. LATERAL RETENTION PLATE STEEL INSERT RPVC PANEL r8- DETAIL �13 1" : 1, _0" (POST 83A) Chi 0 0 oho 0 �o 0 0 0 CUT END FRONT MINERAL WOOL RPVC PANEL 61ONG STEEL INSERT TO BE INSERTED ON PANELS THAT ARE CUT THROUGH PERFORATIONS DEL FINISHED END PANEL TYPE 2 REINFORCEMENT DETAIL 111:11-011 TITLE: DETAILS PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL w V) O z w w 0 V) F- N POST SPACING= SEE PROFILE POST AND FOOTING _ POST SPACING= SEE PROFILE f► 1 /1 r% 1- T.. I O F 'ATER TYP. TOP OF FOOTING PLAN 1 tl = 1 1-Ott POST AND FOOTING C PANEL -EVEL TOP OF FOR PROPER NRING � I j SLOPE TOP OF FOOTING � ��I � LEVEL TOP OF FOOTING PERIMETER 2% FOR I � �� � I ON BOTH SIDES OF POST WATER RUN OFF I I �'I I I AT EQUAL ELEVATIONS AS SHOWN ON PROFILE DWGS. J1I J USE PLASTIC SHIMS IF NECESSARY TYP. TOP OF FOOTING - LEVEL r = V-0" SCALE: AS NOTED IWf;1"Lm 3',I JMB CHECKED BY: RK FILE NAME: 23SG004-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 13 OF 21 FORMATTED FOR PRINTING ON TABLOID (1 1 "Xl 7") SHEET SIZE 22'-7" 6" WELD FAB TYPE Wi / ONTO WEB T END TOP XY 13/4" O LIFTING HOLE THRU WEB 14'-511 aff END y" = 1'-0„ 2 3�8"O HOLE THRU PI FRONT Y" = 1'-0„ 2 FABRICATION NOTE: 1. PLEASE NOTE THAT POST FAB TYPE "SG04-A" DIFFERS FROM POST FAB TYPE "SG04-H". LATERAL PANEL SUPPORT PLATE (P 1) IS RIGHT ORIENTATION FOR "SG04-A" AND LEFT ORIENTATION FOR "SG04-H". 2. P 1 PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. PI TO W 1 2''-20" 3" CLEAR TYP. W1 co 14'-511 WO PICK HOLE THRU WEB FAB TYPE: SG04-A r' TOTAL QUANTITY = 1 \ %"0 HOLE 1 W 1 W 6x20 22'-7" 1 Pi P L3"x 1 /4" 14'-5" QTY. MARK DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL TITLE: DETAIL - SG04-A lYz, - 1._011 FABS PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL DETAIL - Pl SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK P1 FILE NAME: 23SG004-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 14oF21 IFORMATTED FOR PRINTING ON TABLOID (11 "Xl 7") SHEET SIZE I WELD FAB TYPE ONTO WEB l:y4"O LIFTING HOLE THRU WEB END TOP X2" Y2" 141-511 %If PI TYP. TYP. %"0 HOLE THRU Pl TYP. END FRONT X2" = l'-O" yi, = F-0.1 FABRICATION NOTE: 1. Pl PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SG04-B TOTAL QUANTITY = 76 1 Wl W6x2O 22'-7" 2 Pi P L3"x 1 /4" 14'-5" MARK DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL 221-711 Y 411 211-2011 PI TO Wl >y' 411 V 211-2011 WA TITLE: I Pi 311 CLEAR TYP. 1 Y2 If wi DETAIL - SG04-B 1)/2 11 = 1 1-011 PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL co WO PICK HOLE THRU WEB %"0 HOLE DETAIL - Pl SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK FILE NAME: 23SG004-11-21.dwg DATE: JULY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 15 OF 21 FORMATTED FOR PRINTING ON TABLOID (1 1 "X 17") SHEET SIZE END y2" = 1'-0" END y2" = 1'-0" TOP X2" = 1'-0" % ' %" 0 HOLE THRU P1 FRONT }2" = 1'-0" 2 Ll TO W 1 Ll 311 CLEAR TYP. -ulj - - 14'-511 211 2011 211-2011 P1 W1 )/411 1° )/411 211-2011 Ll P2 FABRICATION NOTE: 1. P1 & P2 PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SGOI -C TOTAL QUANTITY = 1 1 W 1 W6x20 22'-7" 1 P 1 P L3"x 1 /4" 14'-5" 1 P2 PL5"x3/8" 14'-5" L.QTY Ll L4"x4"X 1 /4" 14'-5" MARK DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL PI TO W l 211-2011 L2 TO L1 %a" 2"-20" DETAIL - SG04-C. 1 Y2 If= 1 1-0 It n n 1 711 Z� P2 TO W 1 TITLE: a- 0 %II 14'-511 %"0 HOLE DETAIL - Pl PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL 0 m 1 A 1 C11 DETAIL - Ll 1Y11 = 1 1-011 2 !I SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK DETAIL - P2 FILE NAME: 23SGO04-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 16 of 21 FORMATTED FOR PRINTING ON TABLOID (1 1 "X17") SHEET SIZE 22'-7" now 611 WELD FAB TYPE W1 10 ONTO WEB —--------- --------------------------------------------------- ----------------------------------------------- ------------� I 13/4 0 LIFTING HOLE THRU WEB END TOP y2' = 1'-0" X2" = 1'-0" END y, = l'-0" 2 14'-5" ------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - %" 0 HOLE THRU Pl FRONT X" = 1'-0" 2 Y411 211-2011 Pl TO W1 ' 3" 42-20CLEA R Pl TYP./ bl Wl L2 TO W 1 )/4 if V 2"-20' L2 L2 TO L 1 > „ Y4 FABRICATION NOTE: 1. P 1 PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SGOI -D TOTAL QUANTITY = 1 1 W 1 W6x20 22'-7" 1 Pl PL3"xl /4" 14'-5" 1 Ll L4"x4"X 1 /4" 14'-5" 1 L2 L3"x2"X 1 /4" 14'-5" QTY. MARK I DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL %4" " 2"-20" J /44:d Ll 2"-20" DETAIL - SG04-D 1%" = 1 -0" 2 r Ll TO W 1 TITLE: FABS 1 Al C" V 7L. 1 1\/L-- DETAIL - P I 1%" = 1'-0" 2 PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL 0 m 3/ 0 PICK HOLE THRU WEB l Al C1i .94 DETAIL - Ll SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK C� CL 0 1 Al Cn DETAIL - L2 iYz. _ 1._0.1 FILE NAME: 23SGO04-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: DWG. NO: J U LY 28, 2023 17 OF 21 0 m FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE END X2" = 1'-0" END X2" = 1'-0" WELD FAB TYPE ONTO WEB 1Y/4" O LIFTING HOLE THRU WEB TOP y" = 1'-0" 2 Ivc ' 14'-5" — — — %"0 HOLE THRU PI FRONT y" = 1'-0" 2 3" CLEAR TYP. P3 �---- P3 TO W 1 %4� � V P2 TO L 1 FABRICATION NOTE: 1. P1 PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SG04-E TOTAL QUANTITY = 1 1 W 1 W 6x20 22'-7" 1 Pi P L3"x 1 /4" 14'-5" 1 P3 PL4"x3/8" 14'-5" 1 Ll L4"x4"X 1 /4" 14'-5" QTY. MARK I DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL Ll Ll P2 ,1 211_2011 4 <P1 TOW 1 )/4 if 211-2011 T L LV /411 V 211-2011 DETAIL - SG04-E lY" = 11-011 2 Ll TO W 1 TITLE: FABS l Al Elf %J ,V 1 1 N . "L DETAIL - P 1 1 Y2 11 = 1 1-011 PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL 0 m e WO PICK HOLE THRU WEB 1 AI E711 /b YJ MULL DETAIL - Ll 1Y11 = 1 1-011 2 SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK 1iTA CL 0 F- 1 Al Ell DETAIL - P3 1)/2 11 = 11_011 FILE NAME: 23SG004-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 18oF21 0 m FORMATTED FOR PRINTING ON TABLOID (11 "XI 7") SHEET SIZE 22'-7" 611 WELD FAB TYPE W 1 ONTO WEB T l y,4"O LIFTING HOLE THRU WEB END TOP Y2' = 1'-0" X2' = l'-0" 14'-5" % P1 %" 0 HOLE THRU PI Ll P2 END FRONT XY = 1'-0" /2" = 1'-0„ )/4 211-2011 PI TOW 1 3�� 4 2' - 20' CLEAR TYP. \n Pl I HII 17/s, Ll TO W l )/4I f V 21f-20" FABRICATION NOTE: l . PI PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SG04-F TOTAL QUANTITY = 1 1 W 1 W 6x20 22'-7" 1 Pi P L3"x 1 /4" 14'-5" 1 P3 PL4"x3/8" 14'-5" 1 Ll L4"x4"X 1 /4" 14'-5" QTY. MARK DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL P3 V P3 TOW 1 �4f f 2f f-20' f Lm�� � L1 P2 TO Ll Y4 f 21f-20' f DETAIL - SG04-F 1%" = 1 1 -01 1 2 TITLE: b FABS %II 14'-5" %"0 HOLE DETAIL - PI 1Y11 = 1 1-011 2 PROJECT: 23S0004 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL 0 m s %"0 PICK HOLE THRU WEB I AV C11 /8--SO HULL DETAIL - Ll 1 Y2 11 = 1 1-011 SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK ,:i n- o 1 A' C11 DETAIL - P3 1%" = 1'-0" 2 FILE NAME: 23SG004-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 0 m DWG. NO: 19oF21 FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE 6" 3 '— /8" 0 HOLE THRU Pl WELD FAB TYPE ONTO WEB 13/4 0 LIFTING HOLE THRU WEB END TOP y" = 1'-0" Y2' = 1'-0" III % I I %" 0 HOLE THRU P1 END FRONT X" = l'-0" Y2' = 1'-0" FABRICATION NOTE: 1. P 1 PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SG04-G TOTAL QUANTITY = 1 1 W 1 W6x20 22'-7" 2 P1 PL3"xl /4" (WITH 3/8" HOLES) 14'-5" 1 P4 PL3" xl /4" 14'-5" QTY. MARK DESCRIPTION LENGTH RELEASE No: No: DATE: BY: DESCRIPTION: 1 07/28/2023 JMB ISSUED FOR APPROVAL 14'-5" TYP. 3" i CLEAR TYP. 22'-7" %4" 2"-20" PI TO W l Y4" 2"-2011 TYP. n w r - -� m -< y P4 P1 „ 2-20 1 P4 TOW 1 /4 DETAIL - SG04-G 11 1 11 1 Y2 = 1 -0 TITLE: r- PROJECT: 23SGO04 - DISTRIBUTION CENTER NOISE WALL ZEPHYR HILLS, FL /8"0 HOLE DETAIL - PI 1%" = 1'-0" 2 %"0 PICK HOLE THRU WEB SCALE: AS NOTED DRAWN BY: JMB CHECKED BY: RK 1 Al C" DETAIL - P4 1%2" = 11-0" FILE NAME: 23S0004-11 _21.dwg DATE: J U LY 28, 2023 DATE OF PRINT: J U LY 28, 2023 DWG. NO: 20 OF 21 FORMATTED FOR PRINTING ON TABLOID (11 "X17") SHEET SIZE 22'-7" 6" �— WELD FAB TYPE W1 ONTO WEB I--13/4"O LIFTING HOLE THRU 3/8"QS PICK HOLE THRU WEB WEB 6" END TOP y" = 1'-0" J2' = l'-0" %" 0 HOLE THRU Pl END FRONT X" = l'-0" y" = l'-0" FABRICATION NOTE: 1. PLEASE NOTE THAT POST FAB TYPE "SG04-A" DIFFERS FROM POST FAB TYPE "SG04-H". LATERAL PANEL SUPPORT PLATE (Pl) IS RIGHT ORIENTATION FOR "SG04-A" AND LEFT ORIENTATION FOR "SG04-H". 2. Pl PLATES CAN BE CONSTRUCTED FROM 3 SEPARATE PIECES MAX. FAB TYPE: SG04-H TOTAL QUANTITY = 1 1 W 1 W 6x20 22'-7" 1 Pi P L3"x 1 /4" 14'-5" QTY. I MARK DESCRIPTION LENGTH 14'-5" Do - Pi 3" CLEAR TYP. , Pl Y4 n �4" 2''-20" 2„-20' I w1 DETAIL - SG04-H 1Y2, _ 1'-011 P1 TO W l r 1 Al Cn lJ x.. 1 1N.VV DETAIL - PI iYz = 1 _o. 0 m RELEASE No: TITLE: SCALE: FILE NAME: No: DATE: BY: DESCRIPTION: FABS AS NOTED 23SG004-11_21.dwg 1 1 07/28/2023 JMB ISSUED FOR APPROVAL DRAWN BY: DATE: PROJECT: JMB JULY 28, 2023 23S0004 - DISTRIBUTION CENTER NOISE WALL CHECKED BY: DATE OF PRINT: DWG. NO: ZEPHYR HILLS, FL RK JULY 28, 2023 21 OF 21 6-4 SIDEWALK PERMIT TO BE SUBMITTED TO PASCO COUNTY i• • • • + a x WALL Zo PLANT PARCEL A. / r - • r , d' WALE ls / / • T IN E Wi�LL .. '• • a' �/000 : • ..:• :i j' :' d •'• .. .. —rye• • ' • 4 : � • ` . y ♦ i •: • . • j r a .'• •' j.4:•. ZEPHYRHILLS / •: + .`:::;.....::.:.:.' NATURAL SPRING WATER d :� �::t:•'--tj;.'.. w: y-. B 0 TT L I N G FACILITY .:: .: ; 'd: ...p. A ':W A A r FFE 84.6 7 r • • " - +A.M :. If it 40 EXISTING SOUTHERN- / EXTENT EXISTING SIDEWALK • ram' tA4 ON 20TH Tr ✓ / I I TT„�+ TAT, Zl 0 . . . . ......................... 00 INSTALL 4' WIDE SIDEWALK - WITHIN 20TH STREET- / RIGHT-OF-WAY (RED) NOTE: DUE TO EXISTING OBSTRUCTIONS / WITHIN THE 20TH STREET RIGHT-OF-WAY A. • (PHONE POLES, FIRE HYDRANTS, UTILITY •.A::.. APPURTENANCES, TREES, SHRUBS, SIGNAGE ETC. NEW SIDEWALK TO MEANDER AS NECESSARY WITHIN THE •' 20TH STREET RIGHT -OF WAY 41* r • � r i PROVISION FOR CURB � 4 RAMPS (IF NECESSARY) AND TACTILE WARNINGS AT - TRUCK ENTRANCEfix d m I _ ' 1 INSTALL 4 WIDE SIDEWALK i WITHIN 20TH STREET 1 i RIGHT-OF-WAY (RED) / Or ZZ E • 10 M jw Sir F0 0 T v --. PROVISION FOR CURB RAMP (IF NECESSARY) AND - �1. TACTILE WARNING AT WOODLAND DRIVE INTERSECTION, NORTH LEG •PC pq