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Zephyr Commons Apartment
SITEXIORAOor PLANS FOR. - CI T Y OF ZEPHYRHILLS, FL ORIL�A Section 35, To��shio 25 South, Ra�ge 21 East, P/D gJw--2,5-2k0010-00700-0000 _R111Z Z-VZ Z 0 0 WNZ PZIF National Flood Hazard Layer FIRMette Legend - _ _.._ ^^ 1 0- 6 1 �O IJ SE: F'S RCPFOR -`! !. ' L�D LEGEND AND NDEX MAP FOR F.RM PANEL lAYO LT. � � � � J y .. � � Y^ n-. E `�: L 2 Without Base Flood Elevation (BFE) -heA :ass With BFE ar Depene th gAE.. Ao. AH, IE. Ax SPECIAL FLOOD DEL l 1F�a, HAZARD AREAS Regulatory Floodway , ,.d .f F IL 'F' 11 _ -__ E L - FH t - - 0.2%Annual Chance Flood Hazard. Areas of 1`, annual chance flood with average f s _ , i h, FL I F-t depth less than one foot or with drainage areas of less than one square mile Zen=.r _ _.... ` "-- - Future Conditions 1%Annual -- -- Chance Flood Hazard a. x .,-.t D`� I . EL F • - ' ; .. Flood Risk due to Area with Reduced F I Levee. See Notes. A -�' ' -�i EL 03`5 Fi OTHER AREAS OF FLOOD HAZARD Area with Flood Risk due to Levee r EL I •` F-} - „E , " ,. `• _._ r FL 1 -4 -1 F,-,-} "' ' . No scRee Area of Minimal Flood Hazard Effective LOMRs EL I ` F,-,-1 - OTHER AREAS Area of Undetermined Flood Hazard �1 i EL `i FH -t GENERAL ' --' Channel. Culvert, or Storm Sewer STRUCTURES I n l l l t Levee, Dike, or Floodwall Cross Sections with 1%Annual Chance 17 5 Water Surface Elevation AREA F f:911`JIP�:'IALFL-"-'C I A- I'F.C' CoastalTransect yiEL148.3F��t�" EL 13 _1F��t ram. K ..-. ..-.-. Base Flood Elevation Line (BFE) - ��rr II ,- I l il•' I.1.1 I I Limit of Study Jurisdiction Boundary -- - ..-.wv--i - --- --- Coastal Transec[ Baseline - - i OTHER Profile Baseline FEATURES Hydrographic Feature 71(r`• i -I v s - - 1. F'. ll -. -F -- Digital Data Available N No Digital Data Available s MAP PANELS Lnmapped SITE' fL The pin displayed on the map is an approximate point selected by the user and does not represent y -- an authoritative property location. L 1 -'1 F --t This map complies with FEMA s standards for the use of digital flood maps if It is not void as described below. s : Zone A The basemap shown complies with FEMA's basemap y g u 4 accuracy standards a HI_� I F ,t �. ZnrTg RE The flood hazard information is derived directly from the 1 1 authoritative NFHL web services provided oy FEMA. This map `� -":5G: Fr�l Pasco t�oalit , I '•' EL 1 ! D FBet) I was exported on ri: 2! �:i >2 F and does not reflect changes or amendments subsequent to this date and - rEL I>. F,-�t IZ�7ixf s,� a _ iEL 11 4.''r�-Ht time. The NFHL and effective information may mange or "' � Y perseded by new data over time. become superseded 0 " - c This map image is void if the one or more of the following map elements do not appear basema ima . , PP P er -g y (load zone labels t - - �, £�" ELM 1 C Ft^t - xtW _ JSL'S The Na Iona., Map l� „eL,.. Up _ Ythoimagery Data r2fres he April LS1 �. legend. scale bar map creation date. Commun' ity identifiers. FIRM panel number and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for Feet 1 :6 000 2s, 15b9 6- t,J 0 250 500 1,000 1, 500 2,000 regulatory purposes. Know what's below. Call before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE h WERE OBTAINED FROM OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS. HAINES, GIPSON i ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBIUTY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETUNI E EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) d TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. FL LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. F.I.R.M. PANEL NOTE: THE APPLICANT IS CURRENTLY PREPARING AND PROCESSING A L.O.M.R. WITH F.E.M.A. TO REMOVE AND/OR RELOCATED THE EXISTING FLOODPLAIN(S) LOCATED ON THE SUBJECT 12.51-ACRE SITE. THESE DOCUMENTS ARE BEING PREPARED BY OTHERS. WORK WITHIN THESE AREAS SHALL NOT COMMENCE UNTIL THE NECESSARY APPROVALS AND/OR PERMITS HAVE BEEN ISSUED, HAINES, GIPSON & ASSOCIATES SHALL NOT RESPONSIBLE FOR UNAUTHORIZED WORK WITHIN THE DEPICTED FLOODPLAIN AREA(S). BUILDINGS & ARCHITECTURE SHALL CONFORM WITH THE DESIGN GUIDELINES FOR ZEPHYR COMMONS. STORMWATER MANAGEMENT IS PROVIDED OFF -SITE IN AN EXISTING MASTER DRAINAGE RETENTION AREA. ZEPHYR COMMONS OUTPARCELS, LP 400 CLEMATIS STREET, SUITE 201 WEST PALM BEACH, FLORIDA 33401 CONTACT: TODD ADDISON Taddison@nadg.com Phone: 678-977-3362 HAINES GIPSON & ASSOCIATES Civil • Structural • Bridge 1550 North Brown Road, Suite 100 Lawrenceville, GA 30043 Phone: 770-491-7550 • Fax: 770-491-7550 CONTACTS: R. Clay Lewis, P.E. F. D. O. T. DRAINAGE NOTE NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. DRAINAGE SYSTEMS AND/OR WITHIN F.D O.T. CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL BE MADE AND STORMWATER FLOWS THROUGH THE SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. DRAINAGE PERMIT HAS BEEN ISSUED. TOTAL SITE AREA = 112.83 ACRES�,\ DISTURBED AREA: • Multi-Femilyy =- &12.7 Acres • Connector Rd. - &0.8 Acres •TOTAL = 113.3 ERP 04032080.00 DESIGN CRITERIA *SITE IS LOCATED WITHIN BASIN-1 AND ALLOWS FOR 85Z IMPERVIOUS AREA COVERAGE. THEREFORE, 859 OR f 10.63 ACRES OF THE SUBJECT SITE WAS ACCOUNTED FOR /N THE ORIGINALLY APPROVED DESIGN CRITERIA. IMPERVIOUS AREA = ±10.63 AC. (855%) PERVIOUS AREA = +1.88 AC. (15%) POST -DEVELOPED: ~) IMPERVIOUS AREA = t7.68 AC. (60.01-0 PERVIOUS AREA = t5.15 AC. (40.0%) •--44._,._ _-N-tiA, -_ g STORUWA TER MANAGEMENT.• STORMWATER DETENTION FOR THE SUBJECT SITE IS PROVIDED OFFSITE VIA AN EXISTING WET RETENTION POND FACILITY ABUTTING THE NORTHEAST CORNER OF THE SUBJECT SITE. THIS EXISTING FACILITY WAS CONSTRUCTED AS PART OF THE OVERALL ZEPHYR COMMONS DEVELOPMENT UNDER E.R.P. 32080.000. THE PROPOSED MULTI -FAMILY DEVELOPMENT IS IN COMPLIANCE WITH THE ORIGINALLY APPROVED HYDROLOGIC DESIGN PARAMETER FOR WHICH THIS EXISTING STORMWATER FACILITY WAS DESIGNED TO ACCOMMODATE. THEREFORE, NO ADVERSE IMPACT TO DOWNSTREAM PROPERTIES SHOULD OCCUR AS A RESULT OF THE PROPOSED DEVELOPMENT. CIay.Lewis@hainesgipson.com Luke Ferguson, P.E. Iferguson@hainesgipson.com CORROSIONRESISTANCE OF CONSTRUCTIONMA TER/AL S NOTE. - PER GEOTECHNICAL INFORMATION ON THE SURROUNDING SITE(S) PROVIDED BY THE OWNER, THE IN -SITU SUBSURFACE SOIL GROUPS HAVE A HIGH CORROSION RISK T0 CONCRETE AND A MODERATE CORROSION RESISTANCE TO STEEL. IN AN EFFORT TO OFFSET THIS INCREASED RISK, IT IS RECOMMENDED THAT A TYPE-V AND/OR TYPE -II CEMENT BE UTILIZED. BURIED METAL APPURTENANCES AND FITTINGS, WHICH ARE SUSCEPTIBLE TO CORROSION, SHOULD BE STAINLESS STEEL, EPDXY COATED, OR ENCASED IN POLYETHYLENE WRAP. BOLTS, NUTS, AND WASHERS SHOULD BE MADE OF STAINLESS STEEL OR BRONZE, OR COATED WITH EPDXY. GENERAL NO TES. 1. SITE IS LOCATED NORTHEAST OF GALL BOULEVARD & PRETTY POND ROAD, PARCEL ID #35-25-21-0010-00700-0000, PASCO COUNTY, CITY OF ZEPHYRHILLS, FLORIDA. PER ZONING ORDINANCE #1411-21, SITE IS ZONED R4, RESIDENTIAL 2. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE THE CONSTRUCTION OF A MULTI -FAMILY APARTMENTS DEVELOPMENT AND SUPPORTING INFRASTRUCTURE ON AN UNDEVELOPED OUTPARCEL TRACT WITHIN THE EXISTING ZEFHYR COMMONS DEVELOPMENT. 3. SITE AREA = ±12.83 ACRES 4. TOTAL DISTURBED AREA = ±13.3 ACRES. 5. BOUNDARY SURVEY INFORMATION SHOWN IS PER "PLAT" PREPARED BY SIMMONS, BEALL AND TREBOUR, LLC, DATED 10/20/2020. TOPOGRAPHIC SURVEY INFORMATION SHOWN IS PER "TOPOGRAPHIC SURVEY" PREPARED BY MAURICE W. BEALL, PROFESSIONAL LAND SURVEYOR, DATED 05/21/2020. 6. NO WETLANDS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT SITE. 7. ALL UTILITIES IN AREAS OF CONSTRUCTION TO BE FIELD LOCATED AND VERIFIED PRIOR TO BEGINNING CONSTRUCTION 8. NOTIFY CITY INSPECTOR 24-HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION. 9. NO CONSTRUCTION ACTIVITY IS PERMITTED PRIOR A.H.J. APPROVAL(S) AND PERMIT ISSUANCE. 10. ALL CONSTRUCTION STAGING, LOADING, TEMPORARY PARKING, AND LAYDOWN AREAS SHALL BE COORDINATED WITH THE OWNER PRIOR TO ANY CONSTRUCTION OR DEMOLITION ACTIVITIES. 11. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (A.D.A ). SEE ARCHITECTURAL DWGS. FOR STRUCTURE COMPLIANCE. 12. NEW HANDICAP STALLS AND STRIPING NOT TO EXCEED 2% (1:50) SLOPE IN ANY DIRECTION. 13. ALL CONSTRUCTION TO CONFORM TO CITY OF ZEPHYRHILLS AND THE STATE OF FLORIDA STANDARDS AND SPECIFICA -IONS WHETHER OR NOT REVIEW COMMENTS WERE MADE. 14. ALL EXTERIOR LIGHTING SHALL BE GLARE SHIELDED AND NON -DIRECTIONAL TO PREVENT DIRECT ILLUMINATION OF ADJACENT PROPERTIES. 15. MAXIMUM CUT / FILL SLOPES = 3 HOR. TO 1 VERT. 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL TO PREVENT DAMAGING AND/OR NUISANCE AIRBORNE DUST FROM LEAVING THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING WHATEVER MEASURES ARE NECESSARY TO CORRECT AND/OR COMPENSATE BORDERING PROPERTY OWNERS AND THE OWNER FOR ALL DAM/,GES DUE TO DUST. 17. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS AND BONDS AS DEEMED NECESSARY BY FHE LOCAL AUTHORITY AND STATE OF FLORIDA. 18. CONTRACTOR SHALL CONTACT THE OWNER, IN WRITING, NOT LESS THAN 30 DAYS MINIMUM PRIOR TO ANY CONSTRUCTION ACTIVITIES TO VERIFY MARKING OF EXISTING UTILITY SERVICES. 19. ALL DIMENSIONS TO / FROM FACE OF CURB UNLESS NOTED OTHERWISE. RADIUS DIMENSIONS ARE 4' UNLESS OTHERWISE NOTED. 20. CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER EXISTING AND PROPOSED UTILITIES AS REQUIRED BY THE CITY DF ZEPHYRHILLS AND/OR THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY. 21. CONTRACTOR TO COORDINATE RELOCATION/MODIFICATION OF EXISTING UTILITIES AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 22. EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND BL MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 23. CONTRACTOR RESPONSIBLE FOR COMPLIANCE OF ALL BEST MANAGEMENT PRACTICES (BMP'S) AS REGULATED BY THE CITY OF ZEPHYRHILLS AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. ANY FINES AND/OR COSTS WHICH ARE THE RESULT OF NON-COMPLIANCE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 24. ALL PAVEMENT MARKINGS, STRIPING AND SIGNAGE SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THIF FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 'r,-iu:. rid _ Yourug Dr m Fenm < Kossik Rd Kclrs>ik r, ! 530 a 2 Tali Dr f^ SITE c•`r'bn a GeitAve ^ ' E Berta Or 4 4 _ I-JortiTside CIF Intl;s�`e 3ot1 ? c E torii,T.d Ai. M „ ?_. Q James C' M IJ fxrety Pend Rd �y 2 W'1 i tl irT Ave % It 14edical tits Ct nut A trl a ZP' a CL Ric Ln ,n Q T?P4e Ave n 5 p $ a cY Dr �.. Pinata Arc t �f, 2020 Microsoft Corporation rc 2020 HERE I,j " I LOCATION MAP EST. CONSTRUCTION SCHEDULE 2022 2023 FEB. i MARCH I APRIL I MAY I JUNE I ULY I AUG I SEP. i OCT. I Nov. I DEC. I JAN. I FEB. I MARCH I APRIL I MAY I JUNE JULY INSTALL TREE SAVE FENCING INSTALL CONSTRUCTION EXIT do SILT FENCE SEDIMENT BARRIERS CLEARING/GRUBBING OF EXISTING VEGETATION ONLY AS NECESSARY INSTALL TEMP. SKIMMER BASINS, INLET PROTECTION BMP's, SILT FENCE SEDIMENT BARRIERS (E.G. INITIAL PERIMETER CONTROLS) CLEARING/GRUBBING OF EXISTING VEGETATION INSTALLATION OF F.D.O.T. STORM LINE/DRAINAGE STRUCTURES THRU SITE MASS GRADING OF THE OVERALL SITE TEMPORARY VEGETATION INSTALLATION OF STORM, SERWERAGE, AND UTILITIES BUILDING PAD PREP do FOOTING/FOUNDATIONS INSTALL CURB/GUTTER & PAVEMENT BASE VERTICAL BUILDING CONSTRUCTION FINAL GRADING do PAVING PERMANENT VEGETATION/LANDSCAPING INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS NEEDED Sheet Title AFTER SITE STABILIZATION, REMOVE EROSION CONTROL DEVICES SHEET INDEX C-0.0 COVER SHEET BOUNDARY SURVEY TOPOGRAPHIC SURVEY C-0.1 GENERAL NOTES & SPECIFICATIONS C-0.2 SITE REFERENCE PLAN C-0.3 DEMOLITION PLAN C-1.0 SITE PLAN C-1.1 NEW CONNECTOR ROAD PLAN C-1.2 NEW CONNECTOR ROAD PLAN C-2.t1 UTILITY PLAN C-2.1 UTILITY NOTES C-3.0 GRADING PLAN C4.0 S.W.P.P. PLAN - INITIAL PHASE C4.1 S.W.P.P. PLAN - INTERMEDIATE PHASE C4.2 SAN'T.P. PLAN NOTES C-5.0 STORM SEWER PIPE PROFILES C-5.1 STORM SEWER PIPE PROFILES C-5.2 STORM SEINER PIPE PROFILES C-5.3 STORM SEWER PIPE PROFILES C-6.0 SANITARY SEWER PIPE PROFILES C-6.1 SANITARY SEWER PIPE PROFILES C-7.0 SITEWORK CONSTRUCTION DETAILS C-7.1 SITEWORK CONSTRUCTION DETAILS C-7.2 SITEWORK CONSTRUCTION DETAILS C-8.0 UTILITEES CONSTRUCTION DETAILS C-8.1 UTLILTIES CONSTRUCTION DETAILS C-8.2 UTIILTIESCONSTRUCTION DETAILS C_9,0 GRADING & DRAINAGE CONSTRUCTION DETAILS C-9.1 GRADING & DRAINAGE CONSTRUCTION DETAILS C-9.2 GRADING & DRAINAGE CONSTRUCTION DETAILS C-9.3 GRADING & DRAINAGE CONSTRUCTION DETAILS C-9.4 GRADING & DRAINAGE CONSTRUCTION DETAILS Sheet Title C-10.0 S.W.P.P.P. CONSTRUCTION DETAILS C-10.1 S.W.P.P.P. CONSTRUCTION DETAILS U) LU U 0 ML �Y�/�// C r VJ Q 06 L Z O'r',� L) V/ 13., 0 w U Z Q ,sLAL \001111111111I"// * ' No. 52896 * '_ -O S T OF G� /''FSS/ONA L I/llll H I I11\\\ ao a H�I W � F_ E � A W � � E4 W 41r O a x o a W V! LLZE N O il1 4 c� L IJ 0 Con I A M O gyjF P4 v c� V] ti z o l 6, E- a O 04 C !FA O w pGral W C C 2 W CCCCN2 �1 W CC\2 \ \\ \ \ \_ dC1 CC\2 O Cat A m m LLn 0 0 0= 0 0 A E- E-E E E-F E-t E-I z.j. to to r- CC) lm L-100 OVERALL HARDSCAPE PLAN L-101 POOL AREA HARDSCAPE rn Z PLAN � x O L-102 DOG PARK TOT LOT HARDSCAPE PLAN L-200 OVERALL LANDSCAPE PLAN v cn rn � as L-201 LANDSCAPE PLAN p L-202 LANDSCAPE PLAN Z O A as o c AA Cma o L-203 LANDSCAPE PLAN F, 0 L-204 LANDSCAPE PLAN G, L-205 LANDSCAPE PLAN & NOTES U c o coy L-206 LANDSCAPE DETAILS PLAN W o c o ea L-300 OVERALL IRRIGATION PLAN � N -4 L-301 IRRIGATION PLAN F \ \ \ L-302 IRRIGATION PLAN q \ \ \ \ \ L-303 IRRIGATION PLAN o 0 0 0 pq E L-304 IRRIGATION PLAN E, E F FIE L-305 IRRIGATION PLAN L-106 IRRIGATION DETAILS & SCHEDULE Z ••( M L-307 IRRIGATION NOTES DRAWN BY CHECKED BY TLF RCL L400 OVERALL LANDSCAPE LIGHTING PLAN L401 LANDSCAPE LIGHTING PLAN DATE L402 LANDSCAPE LIGHTING PLAN L-500 HARDSCAPE DETAILS PLAN 06/29/2020 L501 HARDSCAPE DETAILS PLAN SHEET TITLE L-502 HARDSCAPE DETAILS PLAN L-503 HARDSCAPE DETAILS PLAN COVER SHEET L-504 HARDSCAPE DETAILS PLAN L-505 HARDSCAPE DETAILS PLAN SHEET NUMBER L-506 HARDSCAPE DETAILS PLAN C-0.0 HGA ✓OB No. 2020-1fi I I I I _ I .-_ I 1 11 _ 1- 1.1 1..1 1 11 __ t -_ I_ I w 0� L Lo b, o w- M z 0 U w 0 w z J 0 z ( S 00'09'45" W 1321.24' EASTERN LINE OF ZEPHYR COMMONS PHASE 1 PLAT BOOK 65, PAGES 132-142 POB-/ TRACT IIPII j PORTION LO f TRACT "A" co CN (DRAINAGE EASEMENT) N A 1 TRACT "G" // \\ LIFT STATION L 2 6 SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA I SI 00-09'45" W S 00'09'45" W I 2598.61' Nil A PART ;. tr OF LOT 111411 L10 El S 00*00' 10" W 172 67' _ 250.44 N 00*0010 E I I � I � I N 00 � M Ill R0 - ---- INGRESS -EGRESS, DRAINAGE & L �- - - --�JTI-N-TY--EASEI,FEN-T - - --t - - - - - - - - - 458.05' N 00°09'45" E O LO b) CID .. 00 0 N A L39� FUTURE PHASE 2 VACANT LAND 12.83± ACRES PARCEL ID NO: 35-25-21-0010-00700-0000 CT ToR, INGRESS-EGR�ESiS w_ EASEMENT _ I Q d- I I ao „ - O ,�_ rn J -: A L42\_� O ao N W 0 In r CD co M SCALE - 1 " = 60' 0' 30' 60, 120' I I P 0 I -*--EAST LINE OF ZEPHYR COMMONS PHASE 1 I 20.00 PLAT BOOK 65, PAGES 132-142 3 -r- -� U11, _ _ ih 733.28' - N 00'0945 E � � 0Q10 DENOTES 4" CM (PRM) FD. LB# 6382 DENOTES 5/8" IR SET PLS # 4281 A DENOTES NAIL & DISK SET IN CONCRETE SIDEWALK Pi # 4281 VDENOTES LINE NOT DRAWN TO SCALE TOB DENOTES TOP OF DITCH BANK A 381.00 - - I 352.28' z I / DENOTES ZEPHYRHILLS COLONY COMPANY NORTH LINE OF TRACT "F" 1 L/5 8 LANDS SUBDIVISION TRACT DESIGNATION ice---ZEPHYRHILLS COLONY COMPANY j TRACT LINE (TYPICAL) A ( I I DESCRIPTION A PORTION OF TRACTS 25, 26, 39, 40, 41, 42, 55 AND 56, I M /5 5` I Q I I ZEPHYRHILLS COLONY COMPANY LANDS SUBDIVISION AS L - - , 3I I /5 U\ ( RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC L RECORDS OF PASCO COUNTY, FLORIDA AND A PORTION OF LO I I I TRACT "L" AND TRACT "H" OF THE PLAT ENTITLED ZEPHYR .I i I I 1 COMMONS PHASE 1, AS RECORDED IN PLAT BOOK 65, LO b) PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF I Z- i I PASCO COUNTY, FLORIDA, ALL LYING IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FUTURE PHASE 2 15.00 DRAINAGE AND UTILITY EASEMENT " A' �'�j I FLORIDA, CITY OF ZEPHYRHILLS; ALL BEING FURTHER NOT -INCLUDED I SEE DETAIL SHEET 9 I I 1 DESCRIBED AS FOLLOWS: ZEPHYR COMMONS STORAGE LP i I FUTURE PHASE 2 I ( I FOR A POINT OF REFERENCE COMMENCE AT THE O.R. 10008, PAGES 65-67 I _ I PARCEL ID NO: I NOT INCLUDED (I I NORTHWEST CORNER OF SECTION 35, TOWNSHIP 25 35-25-21-0010-00700-0010 I I I I SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA; THENCE ALONG THE NORTH BOUNDARY OF SAID SECTION 35, I I I I SOUTH 8905950" EAST, 1015.17 FEET TO THE INTERSECT OF I I THE EASTERN LINE OF THE PLAT ENTITLED ZEPHYR I I COMMONS PHASE 1, AS RECORDED IN PLAT BOOK 65, TRACT ^I I ROAD RI�HT-OF-WAY I PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF �ADDITIONAL ) ( ) PASCO COUNTY, FLORIDA; THENCE DEPARTING SAID SECTION LINE, SOUTH 00009'45" WEST, ALONG SAID - - -r EASTERN LINE, 2598.61 FEET TO A POINT ON THE NORTHERN LINE OF TRACT F (ADDITIONAL ROAD I RIGHT-OF-WAY) OF SAID PLAT; THENCE NORTH 89053'13" I WEST, ALONG SAID NORTHERN LINE, 55.00 FEET; THENCE NORTH 00009'45" EAST, 733.28 FEET FOR A POINT OF A I BEGINNING. THENCE CONTINUE NORTH 00009'45" EAST, 458.05 FEET; THENCE NORTH 20'46'40" WEST, 31.14 FEET; / 1 THENCE NORTH 89050'15" WEST, 201.86 FEET; THENCE /5 7\ I NORTH 00000'10" EAST., 250.44 FEET; THENCE SOUTH L - -� 0 89038-24" WEST, 495.78 FEET; THENCE SOUTH 00*00'10" I Q WEST, 656.81 FEET; THENCE SOUTH 89°59'50" EAST, 36.67 10 FEET; THENCE SOUTH 00-00-10" WEST, 53.00 FEET; THENCE 90. I I i I NORTH 89059-50" WEST, 36.67 FEET; THENCE SOUTH pp. I I 00 0010 WEST, 148.08 FEET; THENCE SOUTH 89 5950 EAST, 248.34 FEET; THENCE SOUTH 0000010" WEST, 35.78 S 00'00'10" W I 336.40' - I Z FEET; THENCE SOUTH 89 5950 EAST, 240.99 FEET; THENCE NORTH, 158.65 FEET; THENCE SOUTH 89059'50" EAST, ,40.22 TRACT "Ll� I 218.07 FEET, TO THE POINT OF BEGINNING. IL 0 52.00' INGRESS -EGRESS & I 35.78' I IN LO UTILITY EASEMENT I AND S 00°00' 10" W IF �0'I� I A PORTION OF TRACT "P" (INGRESS -EGRESS, DRAINAGE >rt INGRESS -EGRESS EA§EMtNT / / _ W UTILITY EASEMENT) OF THE PLAT ENTITLED ZEPHYR ( �� ` 1 ) - �Q /2 5` I / � I L , I I COMMONS PHASE 1 AS RECORDED IN PLAT BOOK 65 I� T 4 O PARKING AREA W PART OF jLOT " vt Lo (/) I.i z I N 0 O nl O � h S 00 00' 10" W 150.00 I -TRACT L-- y w 204.08' 186.51' o0 -' S 00'00 1656.8 1 'TRACT1� T"L1 40.00' IN RESS-EGRESS & 40.00INGRESS-EGRESS & TRACT - _ - _ - , - -* SITE FEATURE \ _ _ -UTILI _EASIEMENT T _ #UMLTTY-E SI=MEN --- - - -- - Ii i - ry W w�P,_ - - T z � V)W o N � O - 511 w LOT- z W IIII 0 11611 � - ti i j LOT 0 CONJ O V ~ I TRACT CT "B11 11�11 w M o i I- - O MIVr N ARE_ - m � 46, 53.00 3 I 45.00' LO zr'niv-- NOTES 1 . THIS MAP REPRESENTS A BOUNDARY SURVEY. THE LAND IS VACANT. 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN HEREON. UNDERGROUND ENCROACHMENTS OR UTILITIES (IF ANY) NOT LOCATED IN CONJUNCTION WITH THIS SURVEY. 4. DESCRIPTION SHOWN HEREON PREPARED PER THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS TAKEN FROM THE NATIONAL GEODETIC SURVEY CONTROL STATION S37-152. FLORIDA STATE PLANE GRID SYSTEM - WEST ZONE. 6. THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THIS SURVEYOR NOT RESPONSIBLE FOR EASEMENTS, ADDITIONAL RIGHTS -OF -WAYS OR OTHER ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS OFFICE. 7. ANY REPRODUCTION OR DISTRIBUTION OF THIS SURVEY MAP OR REPORT WITHOUT THE EXPRESS WRITTEN CONSENT OF THE SIGNING SURVEYOR IS STRICTLY PROHIBITED. THIS SURVEY MAP OR REPORT IS VALID ONLY TO THOSE INDIVIDUALS OR ENTITIES NAMED HEREON. THE SIGNING SURVEYOR ASSUMES NO RESPONSIBILITY TO ADDITIONAL PARTIES FOR ITS UNAUTHORIZED USE. U.S. HIGHWAY 301 1`0 - -�-RAC�- "D" I I CL PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF AN 57.00° I COMMON AREA IN SECTION 35, I PASCO SOUTOH,I IEAST, I N / TOWNSHIP 25 RA GLE 21 PASCO COUNTY, 48 I 1 I FLORIDA, CITY OF ZEPHYRHILLS; ALL BEING FURTHER /56 I I DESCRIBED AS FOLLOWS: L--_� U) - I I w _J LLJ z I FOR A POINT OF REFERENCE COMMENCE AT THE o FUTURE PHASE 2 Lz w l� I NORTHWEST CORNER OF SECTION 35, TOWNSHIP 25 Ln o F- I w SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA; THENCE I NOT -INCLUDED V w I - - - - - ALONG THE NORTH BOUNDARY OF SAID SECTION 35, LO 00 Q l I I I SOUTH 89°59'50" EAST, 1015.17 FEET TO THE INTERSECT OF c� �_ - - - - - - THE EASTERN LINE OF THE PLAT ENTITLED ZEPHYR cn I- z -'' - I COMMONS PHASE 1, AS RECORDED IN PLAT BOOK 65, I - 01) I I PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF o I I I PASCO COUNTY, FLORIDA; THENCE DEPARTING SAID SECTION LINE, SOUTH 00009'45" WEST, ALONG SAID S 00`00'10" W 148.08' - S 00.00'10" W 176.00' -, EASTERN LINE, 1321.24 FEET FOR A POINT OF BEGINNING; _ TRACT THENCE CONTINUE SOUTH 0000945i n WEST 57.00 FEET, I THENCE NORTH 89050'15" WEST, 55.00 FEET; THENCE 40.00' INGRESS-E. RESS & 00 I - -- �-__�UTILIJY=E-AS€ Ef - i SOUTH 00009'45" WEST, 29.08 FEET; THENCE NORTH 200411 WEST, 31.14 FEET; THENCE NORTH 89050'15" i I I WEST, 201.86 FEET; THENCE NORTH 00'00'10" EAST, 250.44 FEET; THENCE NORTH 89 3824 EAST, 40.00 FEET; THENCE .D.O.T. DRAINAGE EASEMENT "B" (HATCHED OUTLINE) LOT 11811 1Q11 as TRACT •L' 53.00' INGRESS -EGRESS EASEMENT LINE TABLE LINE BEARING DISTANCE L1 N 20'46'40" W 31.14' L2 S 45° 42' 43" E 83.81 ' L3 S 46*07'14" W 83.24' L4 S 89'59'50" E 36.67' L5 S 00'00' 10" W 53.00' L6 N 89°59'50" W 36.67' L7 S 00'09'45" W 29.08' L8 N 89'38'24" E 40.00' L9 S 89°59'50" E 14.53' L10 S 00'00'54" W 6.60' L11 S 44'59'53" W 20.55' 36.00' I 1 I SOUTH 89°59'50" EAST, 14.53 FEET; THENCE SOUTH i 1 00°00'54" WEST, 6.60 FEET; THENCE SOUTH 44059'53" WEST, j LOT 111 1 ° 20.55 FEET; THENCE SOUTH 00000'10" WEST, 172.67 FEET; W I THENCE SOUTH 89050-15" EAST, 228.15 FEET TO THE POINT I W I 1 I OF BEGINNING. w LOT I I I SAID LAND CONTAINING 12.83 ACRES MORE OR LESS. LOT (�- w 111111011111 11911 v � w az< �ow O O I I I 1 06-01-2021 - - - - - - I I ADDITIONAL TOPO - - - - J 04 14 2022 THE SEAL APPEARING ON THIS DOCUMENT !�Pl��yjiFICgT.,�� % WAS AUTHORIZED BY MAURICE W. BEALL, * Na alai * = RLS NO. 4281 ON 06-13-2022. STATE OF FCOR10P.•'�J L A Digitally signed by Maurice Beall PREPARED BY: Maurice Beall DN: c=US, cn=Maurice Beall, email=mwbeall@tampabay.rr.com MAURICE W. BEALL Date: 2022.06.13 14:05:24 -04'00' Professional Land Surveyor Florida Registration Number 4281 NOT VALID UNLESS IMPRINTED WITH RAISED SEAL REMOVE SHEET TWO ( TOPOGRAPHIC SURVEY) REVISE DESCRIPTION AND ACREAGE REVISE DISTANCE CALL IS DESCRIPTION & ADD CERTIFIER 07-09-2022 ADD PORTION OF TRACT 'i - NO MARKERS SET REVISE ACREAGE GENERAL LEGEND SIMMONS, BEALL AND PLS - Professional Land Surveyor POB - Point of Beginning TREBOUR, LLC (D) - Deed or Description (C) - Computed Data PROFESSIONAL LAND SURVEYORS £* MAPPERS (P) - Plat (R) - Radial LB# 8382 (F) - Field Data (NR) - Non Radial IP - Iron Pipe RRS - Railroad Spike P.O. BOX 1297 40 7* IR - Iron Rod N&D - Nail and Disk 36739 S.R. 52 CM - Concrete Monument o DADE CITY, FLORIDA 33526 S - Set FD - Found [� (352) 567 - 0048 PRIM - Permanent Reference Monument FAX (352) 567 - 0675 PCP - Permanent Control Point MWBEALL@TAMPABAY.RR.COM PC - Point of Curvature PT - Point of Tangency Date of Survey : 10-16-2020 Drawn by MWB R/W - Right of Way OR - Official Records Pg - page Date of Plat : 10-20-2020 Checked by : SDT AC - Air Conditioner Ck - Center Line Job Number :02319-PH2-RZ Sheet : 1 OF 1 REVISIONS CERTIFIED TO: SEE ABOVE SF ZEPHYR COMMONS OUTPARCELS LP ZEPHYR RESIDENTIAL LP D9-2 D LE GRATE TOP = 104.94 S. INV = 99.94 N. INV = 91.2± BLOCK WALL DS-10 INV = 91.0± D9-3 IN BOTTOM Z S7 Q CD DROP MANHOLE RIM = 108.69 D9-1 INV = 99.78 SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA F SCALE - 1 " = 60' Z > j = m GRATE TOP MANHOLE = 104.41 N. INV = 91.7± w S. INV = 93.7± 0' 30' 60' 120' cap L� a W. INV = 91.9± w WrA w W • • • • I ENCHMARK I • 5/8" IRON RODS LB#6382 ELEVATION = 10 29 I • I I • I I • I • I 1 I I I INV W. = 98.14 D_ M Z INV E. = 97.96 9 INV SW. = 98.02 II • • _j ASPHALT > I I� 5-1 TRANSFORMER ? GATE VALVE & D-3 I BLOCK WALL Ds,z FIRE HYDRANT ` • m ASSEMBLY GRATE INLET = 106.52 o_ SLOT 105.96 ASPHALT I 1 5.00' DRAINAGE AND UTILITY EASEMENT "A" = E. INV = 92.00 FENCE I SEE DETAIL SHEET 9 I I I • -. N • FA SA w WIACCESSIBLE s-11 30„qo I I I LEGEND v; I TOP = 1 8 ¢ « I I TOB DENOTES TOP OF DITCH BANK W. INV = 10 co - INV = 100.10 0 `� B.O. DENOTES BLOW OFF E. 91.30 II o > F( I I I RCP DENOTES CONCRETE PIPE z 0 1 0 I 1 I 1 ADS DENOTES PLASTIC PIPE Z I 1 • INV DENOTES INVERT • • ��° J • F.D.O.T. DENOTES FLORIDA DEPARTMENT OF TRANSPORTATION co( I � • • i I 1 D-3 LOT "14" • DENOTES DRAINAGE STRUCTURE NUMBER S6 FU RE ASE 2 D MANHOLE D-za O I (Q S 5 DENOTES SANITARY SEWER STRUCTURE NUMBER INV'N. = 1 1.17 • VA T BOTTOM GO TEE INLE 07.001.50 GRATE INLET = 122.19I I O 2.13 R E S W. INV = 107.19 INV E. = 1�11.07 CONCRETE N. INV = 107.19 �- DENOTES SANITARY SEWER CLEAN -OUT • -�--"SIDEWALK I I I 1 TRANSFORMER ASPHALT 5' CONCRETE I I I © DENOTES SANITARY SEWER MANHOLE • SIDEWALK • 36" ADS I I 1 ----J w En ' • • • • • INV = 107. • • ' o r D-2 • 4 ASPHALT • ' I I Z • I I O DENOTES CONCRETE LIGHTPOLE ., n � o I � ENCHMARK ` CC)5/8" IRON ROD SET IDENOTES GATE VALVE & FIRE HYDRANT ASSEMBLY cn v LB#6382 BENCHMARK I I ` ELEVATIO = 1 10.87 t r 5/8" IRON OD SET DENOTES GATE VALVE & BLOW -OFF ASSEMBLY �� • LB#6382 ' ELEVATIO = 11 .92 36" ADS • TRANSF RMER _ _- . DENOTES SPOT ELEVATION D7-16 LLI (INGRESS -EGRESS EASEMENT) I 1 MANH E • I TRACT "K" • • I ® DENOTES BENCHMARK LOCATION • � RIM V 11807.2 "• CL PARKING AREA 5-ia INV = 111. 9 I I ® DENOTES TELEPHONE BOX PART OF LOT 14 EDGE OF PAVEMENT = 110.35 • � ` ' I 1 AtDENOTES ROAD SIGN N. INV = 104.15 Q W. INV = 103.35 1 0 � I � � 1 I wa DENOTES APPROXIMATE LOCATION OF WATER MAIN LINE E. INV = 103.18 S 15 z ` ` 5'± CONCRETE MANHOLE I 5AN DENOTES SANITARY SEWER LINE o U) SIDEWALK P = 115.02 V) C\ / ¢ IN . = INV S. 105.72 105.62 D6 1A \ - 1 DENOTES LINE NOT DRAWN TO SCALE t� D5-5C • • I \ M • EDGO OT INV 106.28 w • D5-6 P EMENT = 113.14 • Ds 9 • I 1 Z . , Ds-5 o EDGE OF W. INV = 106.96 • • _ I Q PAVEMENT = 112.3 EDGE OF INV = 105.2 Off > Lr) N N. INV = 56 'j PAVEMENT = 113.12 z I = 104. O +;i W. INV = 109.61 O m oD 0 E. IN = 104.79 m • , oo • fad i •• Sq •• Q U Q N s 0 - `. RIGATIO� • • • r - - - t - • e TRACT "H• D5�- ON - sAw sw sA -SAN- 8" ADS-+ • * 15" ADS A \ ¢ A 5A sA w v� SITE FEATURE w q ,n w wra w S-14 D6-8 '� • 2" B.O. • . .• ` MANHOLE EDGE OF Ds 1 S 13 _ ► EDGE OF MANHOLE S 12 MANHOLE S-16 � N � ; • • � TOP = 113.39 PAVEMENT = 113.32 MANHOLE .• r += INV N. = 106.43 E. INV = 105.60 PAVEMENT = 113.32 TOP = 113.74 MALE RIM . = 102 TOP = 113.34 .. WATER W + INV S. = 106.49 E. INV = 106.32 INV N. = 108.99 TOP . 119.7915. INV N. = 102.84 INV N. = 104.97 .. •.• VAL • INV E. = 106.79 INV S. = 109.06 INV N. = 115.46 INV E. = 102.72 •. • • * • o_ INV S. = 115.49 INV S. = 105.14 ♦ • • + • • INV E. = 109.14 INV S. = 102.72 .• .• V CON-1 INV E. = 115.54 INV E. = 105.14 METER/POST DOT-5 aC Z LOT HYDRANT TRANSFORMER RIMO.37 v „'�' - 113.59 1151/ ��B05.24 W. NV =NV 1 05 36 W.INV = 105.52 ENCHMARK - E. INV = 105.47 vwi NAIL & DISK- FD. L O T L64621 o LOT L O T N ELEVATION = 1 15.32 • � � z V6V LOT 119if U m 1189 (n 3N TRACT "B" ~ N U COMMON AREA F.D.O.T. DRAINAGE EASEMENT "B" zM (HATCHED OUTLINE LO N coOT-U.S. HIGHWAY 301 2a 4 RIM=122254"RCP 54"RCP DOT-2 CP DOT-3 NW. INV = 109.87 RIM = 120.32 S. INV = 109.74 RIM = 120.11 CL 2' SLOT S. = 119.77 E. INV = 107.83 CL 2' SLOT N. = 119.48 CL 2' SLOT N. = 119.74 S. INV = 115.97 CL 2' SLOT S. = 119.48 N. INV = 112.47 N. INV = 111.88 S. INV = 111.90 ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AS MEASURED FROM THE NATIONAL GEODETIC SURVEY CONTROL STATION W-662 - PUBLISHED ELEVATION OF 123.18 AND FROM CONTROL STATION V-662 - PUBLISHED ELEVATION OF 107.53. 1 DENOTES CONCRETE AREA I I I II I I DENOTES 12"± PALM TREE I I 1 I I I I II I I I I II I I I 1 I 1 I I I I I I I I I I I I UI=IVtr1/HL LtUtINU SIMMONS, BEALL AND PLS - Professional Land Surveyor POB - Point of Beginning TREBOUR, LLC (D) - Deed or Description (C) - Computed Data PROFESSIONAL LAND SURVEYORS & MAPPERS (P) - Plat (R) - Radial LB# 8382 (F) - Field Data (NR) - Non Radial IP - Iron Pipe RRS - Railroad Spike P.O. BOX 1297 IR - Iron Rod N&D - Nail and Disk 36739 S.R. 52 CM - Concrete Monument o DADE CITY, FLORIDA 33526 S - Set FD - Found o (352) 567 - 0048 PRM - Permanent Reference Monument FAX (352) 567 - 0675 PCP - Permanent Control Point MWBEALL@TAMPABAY.RR.COM PC - Point of Curvature PT - Point of Tangency Date of Survey : 10-16-2020 Drawn by MWB R/W - Right of Way OR - Official Records Pg - page Date of Plat : 10-20-2020 Checked by SDT AC - Air Conditioner - Center Line Job Number :02319-PH2-RZ Sheet : 2 OF 2 REVISIONS CERTIFIED TO: 06-01-2021 SF ZEPHYR COMMONS OUTPARCELS LP ADDITIONAL TOPO P 101r' GENERAL CONSTRUCTIONNOTES 1. SEE SURVEY, SITE PLAN, UTILITY PLAN, AND GRADING PLAN FOR SITE SPECIFIC BENCHMARK AND ELEVATION DATUM. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO SURVEY INFORMATION PREPARED AND PROVIDED BY SIMMONS, BEALL AND TREBOUR, LLC. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. CHAPTER 556, UNDERGROUND FACILITY DAMAGE PREVENTION SAFETY ACT OF THE FLORIDA STATUTES REQUIRES THE CONTRACTOR TO NOTIFY 'SUNSHINE 811 "NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION OR DEMOLITION THAT IS NOT BENEATH THE WATERS OF THE STATE, AND NOT LESS THAN 10 FULL BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION OR DEMOLITION THAT IS BENEATH THE WATERS OF THE STATE. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE 811" PROGRAM NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION OR DEMOLITION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION, INCLUDING CONSTRUCTION SITE SAFETY, STRICTLY ADHERING TO OSHA STANDARDS, STATE OF FLORIDA, AND LOCAL REQUIREMENTS. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. PROPOSED UNDERGROUND UTILITIES MUST I PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT 6. ALL RO OSED UNDE OUND U L ES S BE N SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 11. SITE WORK CONCRETE SHALL BE IN ACCORDANCE TO FDOT SPECIFICATIONS UNLESS OTHERWISE NOTED. 12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 13. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A NOTICE OF T NOTICES R N THE PROJECT TERMINATION NOT HAS BEEN SUBMITTED TO THE NPDES STORMWATER NO CES CENTS AND E HAS BEEN ACCEPTED BY THE OWNER. FINAL STABILIZATION IS DEFINED AS "ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF AT LEAST 70% FOR ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN ESTABLISHED OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED." 14. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 15. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS, SPECIFICATIONS, AND AGENCY REQUIREMENTS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET. 17. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. 18. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE. 19. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER VALVES, GAS VALVES, AND OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK. CLEARING AND EROSION CONTROL NOTES 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. 3. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THE NOTES & SPECIFICATIONS, GRADING PLAN, NPDES NOTES AND NPDES DETAILS. 4. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL OPERATE AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES AND STRUCTURES IN ACCORDANCE WITH THE REGULATIONS SET FORTH IN THE SWPPP. 5. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR MAINTAINED IN ACCORDANCE T THE STORMWATER CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE MAIN ED 0 POLLUTION PREVENTION PLAN (SWPPP). 6. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 7. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 9. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 11. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREA SHALL BE CLEARED OF SILT, MUD, AND DEBRIS RESULTING FROM THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT. DISTURBED AREAS SHALL BE GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. GRADING & DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER. 2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE. 3. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL COMPLY WITH THE LATEST FDOT STANDARD PLANS AND SPECIFICATIONS. THE MARKINGS SHALL BE PAINTED UNLESS SHOWN ON THE PLANS AND/OR PERMITS TO BE THERMOPLASTIC. PARKING STALL STRIPING SHALL BE 4" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 5. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT DRAINAGE MANUAL APPENDIX C (COVER HEIGHT TABLES). 6. INSTALLATION OF PLASTIC PIPES SHALL BE IN ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATION BASED ON COVER, LOADING AND SOIL MATERIAL. 7. STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION". 8. PIPE LENGTHS SHOWN ARE APPROXIMATE AND MEASURED FROM CENTER -TO -CENTER OF THEIR CONNECTING STRUCTURES. 9. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 10. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 11. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. 12. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CLEANOUT OF ALL NEW STORM DRAINAGE PIPES AND STRUCTURES, AS WELL AS ANY EXISTING STORM SEWER SYSTEMS EFFECTED BY THE SITEWORK, AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 13. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ALL VESTIBULES, SLOPED PAVING, EXIST PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS. 14. CONTRACTOR TO COORDINATE ALL BUILDING FOUNDATION OR RETAINING WALL DRAINS TO ENSURE PROPER COORDINATION TO EITHER A STRUCTURE OR DAYLIGHT. GRADING & DRAINAGE TESTING & INSPECTION REQUIREMENTS 1. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE LOCAL JURISDICTION AND/OR FDOT STANDARDS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS, FORCE MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. WHEN THE LOCAL UTILITY REQUIREMENTS ARE IN CONFLICT WITH THESE NOTES, THE LOCAL UTILITY REQUIREMENTS WILL GOVERN. 3. PRIOR TO BIDDING AND COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING CONNECTION POINTS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. PVC GRAVITY SEWER WER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA; ASTM D3034 SDR35 S E AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES CRITERIA FOR DEPTH, SOIL MATERIAL AND LOADING CONDITIONS. 3' - 12' DEPTH SDR-26 12' - 18' DEPTH SDR-26 > 18' DEPTH DIP 5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. PVC FORCE MAINS 4"DIAMETER AND GREATER SHALL BE PRESSURE C900 CLASS 150200, SDR 1821, COLOR GREEN. FORCE MAINS LESS THAN 4"DIAMETER SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN. A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE SHALL BE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN" 7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND THE PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.511 (AWWA C151). 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN (10) COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SAN/TAR Y SEWER TESTING & INSPECT/ON REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE VIDEOTAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER. 2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. WHEN THE LOCAL UTILITY REQUIREMENTS ARE IN CONFLICT WITH THESE NOTES, THE LOCAL UTILITY REQUIREMENTS WILL GOVERN. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 AWWA C151) AND THE PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350. FITTINGS SHALL CONFORM TO THE LATEST REVISION OF EITHER ANSI AWWA C110 A21.10 OR ANSI/AWWA C153/A21.53.. FITTINGS AND ACCESSORIES SHALL BE FURNISHED WITH MECHANICAL TYPE JOINTS IN ACCORDANCE WITH ANSI/AWWA C111 /A21.11. 6 THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. ALL PVC WATER MAINS 3" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. POTABLE WATER PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. FIRE LINE PIPE SHALL BE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 14. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. SERVICE PIPES AND FITTINGS 2.5„ AND SMALLER SHALL BE POLYETHYLENE TUBING IN ACCORDANCE WITH AWWA C901, PE4710 (PC200) CTS SDR9, PC200) WITH COMPRESSION FITTINGS. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. F. D. E. P. NOTES 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24-INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) 5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST 1-FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD -FACING ELBOW. 6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. 7. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST 6-INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. 9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. 10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF 3-INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. 11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF 2-FEET. WATER SYSTEM TESTING & INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY LOCAL AUTHORITIES HAVING JURISDICTION. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT, FIRE DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT INSPECTORS 48-HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM #10 OF THE "F.D.E.P. NOTES" SECTION OF THIS SHEET. CONTRACTOR SHALL OBTAIN CLEARANCE OF THE DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE PROVIDED TO THE ENGINEER AND OWNER. WATER CLEARANCE REQUIREMENTS 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 3-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST 6-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST 3-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY T T TER IN WILL BE LAID EXISTING OR PROPOSED GRAVITY TYPE SANITARY SEWER IF THE BOTTOM OF HE WA MA L AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST 6-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST 10-FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM". 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6-INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12-INCHES ABOVE OR BELOW THE OTHER PIPELINE. 3. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3-FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, AND AT LEAST 6-FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. DEMOLITION NOTES: 1. CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY EROSION CONTROL SYSTEMS AS SPECIFIED IN THE S.W.P.P.P. AND AS DIRECTED BY THE ENGINEER OR CITY OF ZEPHYRHILLS INSPECTOR TO PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM EROSION AND SEDIMENTATION. MEASURES SHALL BE INSTALLED PRIOR TO DEMOLITION ACTIVITY. 2. VARIATIONS TO CONDITIONS OR DISCREPANCY INACTUAL CONDITIONS AS THEY APPLY TO THE DEMOLITION R IDEVELOPMENT W RK AR T E RO HT TO THE ATTENTION OF THE OWNER OR OWNER'S O SITE 0 E 0 6 BROUGHT REPRESENTATIVE AND ENGINEER PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. 3. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES THAT ARE TO REMAIN AND PROTECT THEM FROM DAMAGE. 4. CONTRACTOR TO CONDUCT ALL DEMOLITION OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES AND FACILITIES. 5. PROTECT BENCH MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF A MARKER NEEDS TO BE REMOVED, IT SHALL BE REFERENCED BY A LICENSED LAND SURVEYOR AND REPLACED. 6. PROVIDE TRAFFIC CONTROL AS REQUIRED, IN ACCORDANCE WITH THE U.S. DEPT. OF TRANSPORTATION "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND GOVERNING JURISDICTIONAL REQUIREMENTS. 7. CONTRACTOR SHALL COORDINATE EXACT DEMOLITION LIMITS AND UTILITY REMOVAL/RELOCATION REQUIREMENTS WITH THE ENGINEER AND OWNER. 8. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK ARE TO BE COMPACTED PER GEOTECH RECOMMENDATIONS AND FILLED TO SUBGRADE ELEVATION TO AVOID WATER PONDING. 9. ALL CONSTRUCTION/DEMOLITION DEBRIS, NOT REUSED AS STRUCTURAL FILL, SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 10. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION ACTIVITIES. 11. CONTRACTOR IS ADVISED TO VISIT THE SITE AND MAKE THEMSELVES FAMILIAR WITH THE EXISTING SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 12. IF PRESENT, ALL POWER POLES ALONG RIGHT OF WAYS ARE TO REMAIN. RELOCATION OF POWER POLES MAY BE NECESSARY WITH NEW SITE ISSUES. THESE ARE TO BE COORDINATED WITH POWER COMPANY. 13. DEMOLITION OF TELECOMMUNICATIONS LINES TO BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR TO VERIFY ROUTING BEFORE DEMO TO PREVENT TERMINATION OF ANY SUCH SERVICE OFFSITE. 14. DEMOLITION OF WATER LINES TO BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR TO VERIFY ROUTING BEFORE DEMO TO PREVENT TERMINATION OF ANY WATER SERVICE OFFSITE. 15. DEMOLITION OF SEWER LINES TO BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR TO VERIFY ROUTING BEFORE DEMO TO PREVENT TERMINATION OF ANY SEWER SERVICE OFFSITE. 16. NO UTILITIES SHALL REMAIN WITHIN ANY ON -GRADE BUILDING PAD AREAS. 17. PROTECT EXISTING TREES/PLANT GROWTH AND FEATURES DESIGNATED TO REMAIN AS FINAL LANDSCAPE MATERIAL. 18. IF PRESENT, ALL SEPTIC TANKS, DRAIN FIELDS, WELLS AND RELATED INFRASTRUCTURE TO BE ABANDONED AND/OR REMOVED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 19. CONTRACTOR TO INSTALL ALL PERIMETER EROSION CONTROL MEASURES PRIOR TO FULL IMPLEMENTATION OF DEMOLITION PLANS AND/OR COMMENCEMENT OF LAND DISTURBING ACTIVITIES. ONLY THOSE ITEMS NECESSARY FOR INSTALLATION OF PERIMETER EROSION CONTROL MEASURES SHALL BE REMOVED PRIOR TO THIS TIME. 20. SEWER SERVICE CONNECTION MUST BE PLUGGED AT CLEAN -OUT PRIOR TO DEMOLITION. THIS WORK SHALL BE COMPLETED IN ADHERENCE TO JURISDICTIONAL REQUIREMENTS. PROPERTY LEGAL DESCRIPTION A PORTION OF TRACTS 25, 26, 39, 40, 41, 42,55 AND 56, ZEPHYRHILLS COLONY COMPANY LANDS SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 55 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA AND A PORTION OF TRACT "U AND TRACT "H" OF THE PLAT ENTITLED ZEPHYR COMMONS PHASE 1, AS RECORDED IN PLAT BOOK 65, PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, ALL LYING IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, CITY OF ZEPHYRHILLS; ALL BEING FURTHER DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA; THENCE ALONG THE NORTH BOUNDARY OF SAID SECTION 35, SOUTH 89°59'50" EAST, 1015.17 FEET TO THE INTERSECT OF THE EASTERN LINE OF THE PLAT ENTITLED ZEPHYR COMMONS PHASE 1, AS RECORDED IN PLAT BOOK 65, PAGES 132 THROUGH 142 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE DEPARTING SAID SECTION LINE, SOUTH 00°09'45" WEST, ALONG SAID EASTER LINE, 2598.61 FEET TO A POINT ON THE NORTHERN LINE OF TRACT "F" (ADDITIONAL ROAD RIGHT-OF-WAY) OF SAID PLAT: THENCE NORTH 89°53'13" WEST, ALONG SAID NORTHERN LINE, 55.00 FEET; THENCE NORTH 00°09'45" EAST, 733.28 FEET, FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 00°09'45" EAST, 458.05 FEET; THENCE NORTH 20°46'40" WEST, 31.14 FEET; THENCE NORTH 89°50'15" WEST, 201.86 FEET; THENCE NORTH 00°00'10" EAST, 250.44 FEET; THENCE SOUTH 89°38'24" WEST, 495.78 FEET; THENCE SOUTH 00°00'10" WEST, 656.01 FEET; THENCE SOUTH 89°59'50" EAST, 36.67 FEET; THENCE SOUTH 00°00'10" WEST, 53.00 FEET; THENCE NORTH 89°59'50" WEST, 36.67 FEET; THENCE SOUTH 00°00'10" WEST, 148.08 FEET; THENCE SOUTH 89°59'50" EAST, 248.34 FEET; THENCE SOUTH 00°00'10" WEST, 35.78 FEET; THENCE SOUTH 89°59'50" EAST, 240.99 FEET; THENCE NORTH, 158.65 FEET; THENCE SOUTH 89°59'50" EAST, 218.07 FEET, TO THE POINT OF BEGINNING. SAID LAND CONTAINING 12.29 ACRES MORE OR LESS NOTE: THIS LEGAL DESCRIPTION IS PER THE SURVEY INCLUDED IN THIS PLAN SET PREPARED AND PROVIDED BY SIMMONS, BEALL AND TREBOUR, LLC, CERTIFIED TO ZEPHYR COMMONS OUTPARCELS LP, DATED 04/14/2022. ORDINANCE NO. 1411-21 AN ORDINANCE OF THE CITY OF ZEPHYRHILLS, FLORIDA, APPROVING FOR A REZONING OF REAL PROPERTY WITHIN THE BOUNDARIES OF THE CITY OF ZEPHYRHILLS; CHANGING THE ZONING DESIGNATION FROM CITY C2 (COMMUNITY COMMERCIAL) TO CITY R4 (MULTI -FAMILY RESIDENTIAL) FOR A PORTION OF PARCEL NO.: 35-25-21-0010-00700-0000, PROVIDING FOR CODIFICATION, SEVERABILITY, AND AN EFFECTIVE DATE. WHEREAS, the City Council has been given authority by the State of Florida pursuant to Chapter 163 and 166, Florida Statutes, to rezone property within the City limits upon receipt of written consent of the landowner, together with the approval of the City Council of said rezoning duly expressed by Ordinance; and WHEREA S, the City Council gave due public notice of hearings on the proposed rezoning as required by the Zephyrhills Land Development Code, as amended and Chapters 163 and 166, Florida Statutes; and WHEREAS, the Planning Commission, sitting as the Local Planning Agency, did hold a public hearing on the 20' day of October, 2020, to consider the proposed rezoning and has recommended approval; and WHEREAS, the City Council has determined that the R4 zoning category is consistent with the assigned Future Land Use classification of MU (Mixed Use) as established in the adopted Comprehensive Plan and would promote the general welfare of the public and would encourage proper development within the City.; and WHEREAS, the zoning amendment is consistent with the goals, objectives and policies of the Comprehensive Plan; and NOW, THEREFORE, BE IT ENACTED AND ORDAINED BY THE CITY COUNCIL OF ZEPHYRHILLS, FLORIDA, AS FOLLOWS: SECTION 1: The above Whereas clauses are hereby adopted and incorporated herein; SECTION 2: The following described lands, lying and being situated in Pasco County, to wit: Parcel ID No.: 35-25-21-0010-00700-0000 Physical Address: No Physical Address Assigned Legal Description: See Exhibit "A" Assessed in Section 35, Township 25 South, Range 21 East of Pasco County, Florida. 12.51 ac res M. O.L the zoning category is hereby changed from C2 to R4 and is included within the boundaries of the City of Zephyrhills, Florida. SECTION 3: All ordinances or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 4: That if any section, sentence, clause, or phrase of this ordinance is held to be invalid or unconstitutional by a court of competent jurisdiction, then said holding shall in no way affect the validity of the remaining portions of this ordinance. SECTION 5: This Ordinance shall become effective upon passage on the second reading and signing by the Mayor. S 2.EP r . ek . V90ing..!Y stance No. 1411-21 was read and passed on the first reading in an open and regular meeting *ot 0�1,City Council of the City of Zephyrhills, Florida, on this 14's day of � 6cemher, 2020. : e ;t �* -,- -5 .. S . - � /7 D ttest: aL,�V- rO yLon L. Htf , CityClerk Charles E. Proctor, uncil President The foregoing Ordinance'No. 1411-21 was read and passed on the second reading, following a pub4wh4"&01_an open and regular meeting of the City Council of the City of Zephyrhills, Frhin'[ia; on°fifis;l day of January, 2021. d . ` Lori L..:Hillrtlan,:City Clerk Charles E. Proctor, Council President Lr, '► . ,q f' z C D r' Thi°&t�rW?T'' yk6i luSance No. 1411-21 was approved by me this I I' day of January, 2021. . '04�.,,,�.?t�� G e Whitfield M r Approved as to legal form and content to Matthew E. Maggard, eit� Attorney U) W I- a) U °' O .0 r` N M Q cc 06 " Z U N IL U) LIMA W > Z U Q SEAL GL A Y Fly '�% F * ' No. 52896 * = _! ( : = -O I.S T OF t�� ZZ G /''''�,SS/ONAL. E�,.\`,�• ///,/tillli►►►t►►\ 44 21 U . 1.4 0 V-4 0 rM=M1 W UUQ', M M P4 W W(D p; 5A hd ;� zww C Z Ea+ x VW <0.0tnd rA adE�I E � 9L. U a z c W � W N 0 d� ca h a W 0 'i as ao � W w a 1174 O,� N z 9 a_ = U W W A E d A -4 h 0 o a a CDa 1 ON r- PC! CD 0. c .:d o I o w N N WA Lo 0 A 0 U 0�a rar. q o :D a 0 Ey W U o Q Ey Q A. 2 a z I; I U U 1 r/3 '�, Ni i I i a z ,= I � N o N. 04 U Cn A 4; W �' ��„ G.0 ikl - o I W y a A a F m i ., \ a _ � _= - 0 0 0 ,0 �y ��sz,,, I !y A E-Ea-+ E- I E--E E--E z co DRAWN BY FCHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE GENERAL NOTES & SPECIFICATIONS SHEET NUMBER C-0.1 ha ,"I? ft. "M-M Young Or 1 im Rd 7 Kossik Rd Ko3;ik y Tall SITE c 11 - a ti'fl Ave a 7 4cirftideDf LantllsA torella A.., P [3]QI i r �- ✓J m �. L �e to v a ire a lames C'. V' Nr ")[ fond Lid A-. e 8 -le Ric Ln .- 4ve LOCATION MAP BOTM EXISTING STORMWATER POND YI I (ERP 32080.000) of O ~J AIL= MUL Know what's below. Call before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS RAM GIPSON & ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR 10 DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION, CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. FL LAW REOUIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RFSPONSIBIUTY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTUTIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. APPROVED SWFWMD PERMITS WITHIN ZEPHYR COMMONS: - 32080.000 ZEPHYR COMMONS (MASTER DEVELOPMENT PLAN) - 32080.001 ZEPHYR COMMONS - 32080.002 TIRE KINGDOM - 32080.003 WELLS FARGO BANK - 32080.004 ZEPHYR COMMONS (PROPOSED DEVELOPMENT) - 32080.005 CHASE BANK - 32080.006 ZEPHYR COMMENTS LOT 3 (RETAIL STRIP TO THE NORTH) - 32080.007 7-ELEVEN - 32080.008 CHIC-FIL-A (PROPOSED DEVELOPMENT) - 32080.009 ZEPHYR STORAGE 1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street, Suite 201 West Palm Beach, Florida 33401 Phone: 561-578-8700 2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES, INC. 1550 North Brown Road, Suite 100 Lawrenceville, Georgia 30043 Phone: 770-491-7550 / N !� \ 1 DbL3N9YX 7177—� ---T--------------- I —��---------- I = 1 ( I EXISTING STORAGE FAC LITY I ( I I I I (1-Story,- — _ S) _ _— _ _ _ _ To ------------------— I aLL I 1— W EXISTING STORAGE FACILITY W y I 1¢$ I I (1-18ory, 6,600SF) I I g l I 101---------- -------- --- - t a lyo I 1 I I W I ______—--- -- EXISTINC STORAGE FACILITY I I I I I 9 I II 1I (,_:story, 3,800 SF) ---_ ---------—_____ It I I I I I I I Ate.,. 1 __+.+.._____-� I I ZEPHYR STORAGE I x (ERP 32080.004 h1 I — — — -1 & 32080.009) I I iloTF11 ,o J J tC I I I Li y J 2w¢W I °aa I w u 9 11 I1 I I I tt 1 1 I I I I _ BUILDING #5 7 j I I� El 4-Sloty 52 Unds .d E7 1 1 1 ( I ,mklered, NFPA 13R Sys. __ 1 94.412 sf, Max. Hh 60'-0' 5 1 I G F F.E.=112.83 FT. _ ti Tl 10 s 0ri �\— — — — -- — — — — — LC I I I 8 II pl I II Ip I WELLS FARGO BANK I (ERP 32080.003) I U.S. HIGHWAY 301 U) a CO w U z SEAL �AY•�E \c•E•NS/`, * ' No. 52896 * ' 17, 01. S T OF - G 4 0 0 UCQ M �E- F_ E � A W ww w a �Ea 0 - a a Ww N O fH!] 0 a13 L3J W =i P4 d o� C� G Lt. O W O P4 C a c 0 � a .-a W � � N �C'2o �j z o A Z O E-E W U � U d O II Ip� 1 I I z II ipi l � �i ipll r= ul�Apr ii 11 11 PR. CHICK-FIL-A I z(ERP 32080.008)aII a c� w A I d A as z LEGEND EXISTING EDGE OF PAVEMENT — — — — — — — — — EXISTING CURB & GU- ER EXISTING BUILDING — _ — — — — _ — — PROPOSED CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL PROPERTY LINES PROPOSED COMPACTOR BUILDING_ PROPOSED PAINTED CROSSWALK PROPOSED SIGNAGE H-CAP R1-1 R1-2 R3-6 SIGN PROPOSED SIGNAGE SYMBOLS ® 17 -,E TYPE o. PROPOSED HANDICAP RAMPS 0 PROPOSED CONCRETE SIDEWALKS rA O E o P� L1L4 v A a cw � \ W \ � \ � \ � \ � \ W \ E-4 co CQ m .-� M s!• N .--� L- r- co N\i CQ e0 to F E E E A F F E O z Cp p> DRAWN BY CHECKED BY TLF RCL DATE 68HEET /29/2020 SITE REFERENCE PLANEET TITLE REFERENCE GRAPHIC SCALE PLAN 60, 0 60' 120' 240' NUMBER (IN inch FEET) —0-2 1 inch = 60 ft. HOA JOBNo 2020-#/7 5 Kowk Rd 3 � e Ferm'� 530 Tall .X Camb,09e r 9 Berta Or `'1 a`4% _ �v NortltsldeDr Land,sa✓e tOreaa Aye Jamr- Korb Rd S/TE 3� Pretty road Rd fdc c Ave O r a n Ave on Ave ✓' s� o Ric Ln aVleAve > Dr = Pinata A+e Y �4irida ye d - - - u --.., a.ZPpFnntrlis T l C 2020 tA.nicnh Crazion 620 0 HERE LOCATION MAP OF LOT 11f °' D5 , 5 D9-2 DOUBLE GRATE TOP = 104.94 S. INV = 99.94 N. INV = 91.2± -- - D8 10 �� INV = 91.0 ��±d TRACT A "DRAINAGE ---EASEMENT) INV = 91.0 EX. CURB & GUTTER f TO BE REMOVED (TYP.) �I t25-L.F. OF EX. 36"ADS PIPE TO BE REMOVED 4( A EX. GRATE INLET STR. TO BED( REMOVED & REPLACED W/ - FDOT TYPE-6 INLET STR. 1r,u t` In c+ (SEE SHEETS C-1.1 & C-3.0) I J c) 0 - 0) J INACCESSIBLE X/ t215-L.F. OF EX. 12" WATER > MAIN TO BE REMOVED (SEE <l SHEET C-1.2) 30" ADS EX. 36"ADS PIPE STUB TO BE REMOVED D6-11 EX. 30"ADS PIPE) (PIPE CONNECTION INSIDE STRUCTURE STUB TO BE REMOVED TO BE BRICKED/GROUTED CLOSED) = _ EX. GRATED INLET TO BE TOP 104.98 W. INV = 100.40 O. REMOVED & REPLACED S. INV = 100.10 o co W/ M.H. FRAME/COVER E. INV = 91.30 0 0 � �II > - I z ' i I I i I I - LOT MANHOLE RIM = 111.17 1 INV W. = 101.18 INVIE. = 101.07 I I EX. CURB TO BE EX. CURB & GUTTER REMOVED (TYP.) TO BE REMOVED (TYP.) SAW -CUT LINE I EX. ASPHALT TO BE REMOVED (TYP.) f GENERAL NOTES: 1. CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY EROSION CONTROL SYSTEMS AS SHOWN ON EROSION CONTROL SHEET(S) AS DIRECTED BY THE ENGINEER, CITY OF ZEPHYRHILLS, OR A.H.J. INSPECTOR TO PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM EROSION AND SEDIMENTATION. MEASURES SHALL BE INSTALLED PRIOR TO DEMOLITION ACTIVITY. 2. VARIATIONS TO CONDITIONS OR DISCREPANCY IN ACTUAL CONDITIONS AS THEY APPLY TO THE DEMOLITION OR SITE DEVELOPMENT WORK ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER OR OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. 3. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES THAT ARE TO REMAIN AND PROTECT THEM FROM DAMAGE. 4. CONTRACTOR TO CONDUCT ALL DEMOLITION OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES, FACILITIES, OR EXISTING UTILITY SERVICES. 5. PROTECT BENCH MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF A MARKER NEEDS TO BE REMOVED AND/OR ADJUSTED, IT SHALL BE REFERENCED BY REMOVED/ADJUSTED/REPLACED BY A LICENSED LAND SURVEYOR. 6. PROVIDE TRAFFIC CONTROL AS REQUIRED, IN ACCORDANCE WITH THE U.S. DEPT. OF TRANSPORTATION "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND GOVERNING MUNICIPALITY REQUIREMENTS. 7. CONTRACTOR SHALL COORDINATE EXACT DEMOLITION LIMITS AND UTILITY REMOVAL/ RELOCATION REQUIREMENTS WITH THE OWNER AND A.H.J. 8. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK ARE TO BE FILLED TO SUBGRADE ELEVATION TO AVOID WATER PONDING. 9. ALL CONSTRUCTION/DEMOLITION DEBRIS, NOT REUSED AS STRUCTURAL FILL, SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 10. LOCATIONS OF ALL EXISTING UTILITIES SHOWN HAVE BEEN LOCATED BY GROUND EVIDENCE AND UTILITY LOCATE SERVICES. ALL UTILITIES MAY NOT HAVE BEEN LOCATED DUE TRACER TAPE MISSING OR MATERIAL TYPE. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. CONTRACTOR IS ADVISED TO VISIT THE SITE AND MAKE THEMSELVES FAMILIAR WITH THE EXISTING SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 12. ALL POWER POLES ALONG RIGHT OF WAYS ARE TO REMAIN. IF DEEMED NECESSARY, RELOCATION OF POWER POLES SHALL BE COORDINATED WITH POWER COMPANY OR UTILITY OWNER(S). 13, DEMOLITION AND/OR RELOCATION OF EXISTING COMMUNICATION LINES SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR SHALL VERIFY ROUTING PRIOR TO DEMOLITION ACTIVITIES TO PREVENT TERMINATION OF ANY EXISTING COMMUNICATION SERVICES OFFSITE. 14. DEMOLITION OF WATER LINES SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR SHALL VERIFY ROUTING/LOCATION(S) PRIOR TO DEMOLITION ACTIVITIES TO PREVENT TERMINATION OF ANY EXISTING WATER SERVICE(S) OFFSITE. 15. DEMOLITION OF SEWER LINES SHALL BE COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR SHALL VERIFY ROUTING/LOCATION(S) PRIOR TO DEMOLITION ACTIVITIES TO PREVENT TERMINATION OF ANY SEWER SERVICE(S) OFFSITE. 16. NO UTILITIES SHALL REMAIN WITHIN ANY ON -GRADE BUILDING PAD AREAS. 17. PROTECT TREES, PLANT GROWTH AND FEATURES DESIGNATED TO REMAIN AS FINAL LANDSCAPE MATERIAL. Know what's below. Call before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS. HOES, GIPSON & ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERYIE EXACT LOCATIONS OF EXISTING UTIUTIES (ABOVE OR BELOW GROUND) & TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UMUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE FL LAW REWIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTIUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. EX. CURB/GUTTER & HANDICAP RAMP TO BE REMOVED D5-14 -- EDGE OF PAVEMENT = 110.35 N. INV = 104.15 W. INV = 103.35 E. INV = 103.18 D9- 1I\1\,/ - qP 79 t259-L.F. OF EX. 12" WATER MAIN TO BE REMOVED (SEE SHEET C-1.2) -EX. FIRE HYDRANT, VALVE, AND CONNECTING WATER LINE TO BE REMOVED (SEE SHEET C-1.2) -EX. TEE, VALVE, AND WATER LINE STUB TO BE REMOVED (SEE SHEET C-1.2) S i- ,LL FFm R CmmijN 6 _ OUTPARCELS, LP - - -- - -- P BENCHMARK - -- -- - - - - - - - 5/8" IRON ROD SET _ T4 7 c = PSI - - -- - - - - i I LB#6382 Rc 5 �l 50 ELEVATION: 106.2,9 2i 1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street. Suite 201 West Palm Beach. Florida 33401 Phone:-%1-578-8700 2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES. INC. 1550 North Brown Road, Suite 100 Lawrenceville. Georgia 30043 Phone: 770-491-7550 EXISTING STORAGE FACT EXISTING DITCH (1-Story, 3,400 SF) �e -- - -- - /A\ - UL -\7- �- Ll Q M 1 �LO I` .7/.L9NOVIY " SEAL to LU F- Q � Q .9 v cc a � 0 V A ff+^^ CL VJ to > LLJ U Z \\W11111I111/////// Y•L.E���''% 0ENSF's ; No. 52896 1 I ROTE: ALL OFF -SITE STORM WATER ENTERING THE m PROPERTY SHALL HAVE UNOBSTRUCTED FLOW O I THROUGH THE SITE THROUGHOUT THE CONSTRUCTION �'••. S T OF •;'�/� w PROCESS. SHOULD ANY CONFLICT ARISE, CONTRACTOR O� ••• F� P •.•' ��\ TO CONTACT CIVIL ENGINEER IMMEDIATELY. F 0 R 1 \� m /ONAL E ~ EXISTIIV' ///0 11111111111�� I m ~ ! NOTE: ALL SEPTIC TANKS, DRAIN FIELDS, WELLS O AND RELATED INFRASTRUCTURE TO BE ABANDONED AND/OR REMOVED IN ACCORDANCE WITH ALL LOCAL, -� STATE AND FEDERAL LAWS AND REGULATIONS. X �I W NOTE: ALL UTILITIES ARE ASSUMED TO REMAIN ACTIVE UNLESS SPECIFICALLY NOTED TO BE REMOVED OR ABANDONED. CONTRACTOR SHALL USE CAUTION w ( D-3 AND PROTECT ALL ACTIVE UTILITY SERVICES. �� w f RATE _.. --- - - 86.52 E A - ZEPHYR COMMONS I � �' � w O O - STORAGE LP C/O W w < EX. GRATE INLET 36" & NORTH AMERICAN DEVELOPMENT o z x 1 t PE TO. OF EX. VE ADS F I PIPE TO BE REMOVED � U� U aoEw � U W xLa E- <I 1 r I WC a IN O Vl O Go O0J WLLJ m� LU a0 w h � EX. MITERED END SECTION TO BE REMOVED SF ZEPHYR COMMONS INV - 107 00 OUTPARCELS, LP r BENCHMARK 518" IRON ROD SET LB#6382 BENCHMARK ELEVATION: 710.87 518" IRON ROD SET LB//6382 ELEVATION: 112,92 '> I LJ i I r I � � I I j� m O S 15 O m MANHOLE �= h EX. SSMH TO REMAIN; RIM ELEV. TO TOP = 115.02 BE ADJUSTED TO FINISHED GRADE r (SEE SHEETS C-2.0 & C-6.0) INV N. = 105.62 INV S. = 105.72 D6-1A D5JC EX. ASPHALT TO EX. RIP -RAP TO -� EDGE OF BE REMOVED (TYP.) EX. CURB &GUTTER EX. ASPHALT TO BE REMOVED (TYP.) I',' j /�� �TO BE REMOVED (TYP.) BE REMOVED (TYP.) NVV = 105.1 D5 s PAVEMENT = 113.14 D6-9 I / EX. RIP -RAP TO EDGE OF D6-5 W. INV = 106.96 __ I BE REMOVED (TYP.) PAVEMENT = 112.38 _ -- - -- -- - EDGE OF485.26, -- - EX. CURB & GUTTER _ - - / N. INV = 106.56 TO BE REMOVED (TYP.)� _ - _ - PAVEMENT = 113.1? W. INV = 104.81 EX. SEWER LINE TO REMAIN (TYP.) / / I W. INV = 109 61 * I , E. INV = 104.79 RAISED CONC. ISLAND t12-L.F. OF EX-__ EX. SSMH TO REMAIN; FIELD ADJUST 18"ADS PIPE TO BE TO BE REMOVED RIM ELEV. (IF NECESSARY) TO MATCHA �( REMOVED (TYP.) d FLUSH W/ FINISHED ASPHALT SURFACE _ EX. SSMH TO REMAIN; FIELD ADJUST () EX. C.B. TOP TO BE EX. C.B. TOP TO BE REMOVED &REPLACED r?Cj RIM ELEV. (IF NECESSARY) TO MATCH REMOVED & REPLACED W/ M.H. FRAME/COVER FLUSH W/ FINISHED ASPHALT SURFACE W/ M.H. FRAME/COVER EX. CURB/GUTTER EX. CURB/GUTTER & SIDEWALK TO BE & SIDEWALK TO BE - - -- I REMOVED (TYP.) REMOVED (TYP.) SAW -CUT LINE--""" INEN EX. PALM TREES TO BE REMOVED (TYP ) SEE "GENERAL NOTES & SPECIFICATIONS", SHEET C-0.1, FOR ADDITIONAL REQUIREMENTS & SPECIFICATIONS CONTRACTOR TO INSTALL ALL INITIAL PHASE-1 EROSION CONTROL MEASURES PRIOR TO FULL IMPLEMENTATION OF DEMOLITION PLANS. ONLY THOSE ITEMS NECESSARY FOR INSTALLATION OF PHASE-1 EROSION CONTROL MEASURES 11 SHALL BE REMOVED PRIOR TO THIS TIME. POOH, LLO: EX. CURB/GUTTER & SIDEWALK TO BE REMOVED (TYP.) MANHOL. TOP - 113.3 t0 MAIN T0E REMOVED INV N. = 104.9 (SEE SHEET C-2.0) INV S. = 105.14 INV E. = 105.09 I i 2" B.O. SAW -CUT LINE SAW -CUT LINE -., VNATER "VALVE - '7PHYR comm 01n1TPAlRc IFI.,.S ENCHMARK NAIL & DISKD. LB4621 ELEVATION = 11 SAW_ -CUT LINE �� EX. CURB SECTION D6 8 15" ADS _ . _ TO BE REMOVED v',15" ADS 18" A; EX. SIDEWALK & _ 1 CURB SECTION t31-LF. OF 8" WATER SF ZEPHYR COMM&S TO BE REMOVED MAIN TO BE REMOVED (SEE SHEET C-20) (- OUTPARCELS,E Ot I OP �� 13 �39 - = PAVEMENT = 113.32 INV N. = 106.43 E. INV = 105.60 I INV S. = 106,49 INV E. = 106.79 EX. CURB/GUTTER & SIDEWALK TO BE DOT-5 ; REMOVED (TYP.) RIM - 114.37 I LOT W. INV = 105.52 1 E. INV = 105.47 ai �r LID I ( D6-1 0 EX. CURB & GUTTER - - TO BE REMOVED (r P.) 7-ELEVEN. INC D6- EDGE OF MANHOLE 1 PAVEMENT = 113.32 TOP = 113.74 E. INV = 106.32 IN\ IN\ F.D.O.T. DRAINAGE NOTE NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL BE MADE AND STORMWATER FLOWS THROUGH THE SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. DRAINAGE PERMIT HAS BEEN ISSUED, CONTRACTOR SHALL FIELD VERIFYALL EXISTING UTILITYLINE LOCATIONS WITHIN AND SURROUNDING THE LIMITS OF CONSTRUCTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE TERMINATION & REMOVAL OF ALL EXISTING UTILITY SERVICE LINES WITH THE APPROPRIATE UTILITY COMPANY/OWNER/PROVIDER11 LEGEND EXISTING ITEMS TO REMAIN EXISTING PAVEMENT (TO REMAIN) EXISTING CURB & GUTTER (TO REMAIN) EXISTING BUILDINGS (TO REMAIN) EXISTING FENCE (TO REMAIN) PROPERTY LINES - - EXI S TING I TEMS TO BE REMOVED EXISTING ASPHALT (TO BE REMOVED) EXISTING CURB & GUTTER (TO BE REMOVED) EXISTING CONCRETE (TO BE REMOVED) EXISTING BUILDINGS (TO BE REMOVED) EXISTING FENCE (TO BE REMOVED) PROPERTY LINES (TO BE REMOVED) EXISTING SIGN (TO BE REMOVED) EXISTING LIGHT & POWER POLE (TO BE REMOVED) EXISTING POWER LINE (TO BE REMOVED) - EXISTING WATER LINE (TO BE REMOVED) EXISTING METERS & VALVES �1! (TO BE REMOVED) Y`l z -- EXISTING STORM PIPE - (TO BE REMOVED) - - - EXISTING STORM &SEWER STR. (TO B (TO BE REMOVED) /X\ EXISTING ASPHALT (TO BE REMOVED) EXISTING CONCRETE ..,.� (TO BE REMOVED) ' CON-1 LM DEMOLITIO - RIM 113.59 E. INV = 105.24 GRAPHIC SCALE 1 W. INV = 105.36 ao o ao so' 160' N PLAN (IN FEET) 1 inch = 40 ft.. 0 N rz z E-r W U c w zrz W d C\) - A � � 0 0 A Ea-F EE- z M G z o C.11 I HSV'a N U z oWIWI �, �i o o A PQ rA CA A a j 7r. 2. w \I\ -, \ \ \ � � c°.2 0 0 N o c02 0 0 0 .•. o 0 0 0 F H F F E E E'- F O DRAWN BY CHECTLF IDY R DATE 06/29/2020 SHEET TITLE DEMOLITION PLAN SHEET NUMBER C-0.3 HGA JOBNo 2020-t ✓•,aw.+r Rd 5 Kossik Rd Ko ik Pd E v .2 a GiOAve T-� Z Land,sa �1011 N infiside or s, a ro l7 Pir"I Pond Rd Air grin Ati 7Acd;�,l C, At, Ric Lit ±nOe Ave �09 N > 7 �5 pr p Pinata Aie N m m ii:ida u NEW ACCESS/ UTILITY EASEMENT W � .- o 1 CD 0 � In Ln ^ �)Ln 00 '45"E Cn 29.08' 29.08' JI A/n.7\\ q SF Z-E-P �IYR GOICIM NS UTPARCELS. LP 458,05' N00°09'45"E 77 FDQT�TYPE-F CURB (TYP.) � _Fil ----- ----------- � 15'L- -- SETBACK -- `1T, 20'10 9 10 I5 - - ( YP.) - - - - - - - - AEN 9, 12 12 y - -- _ - --- R2Ln. . L -,,--L! nn 5' 9 ( YIP ni 'ni " I - / � 7 6 5 - 12' - I � I 7, : Z UV: 0) >- 6' CONC. HANDICASIDEWALK (TYP.) RAMP (CR-C) • LOCATION MAP C Br1 NEWACCESS/--1 HANDICAP PARKING BUILDING#4 UTILITY EASEMENT 1 Fi.424' 20' SIGN (TYP.) FDOT IF 10 3.7x SLOPE 4-Story, 52 Unds �a - 6.60' S4' E .�� ` CURB (TYP.) �I Sprinklered, NFPA 13R Sys. 6.60' I ; ±64,412 sf, Max. F t: 60'-0" - N4-4'S9—'S3 "E N89'59'S0"W 20— - C 3 .55' 14.53—__ 7 - - — — — — — EMERGENCY ACCESS I 4sx SLOPE N00°00'10"E 172.67' GATE (SEE ARCH. PLANS FOR SPECS) R20 Z END ASPHALT & 13 a J I- CONNECTOR ROAD I L,� C/G FOR FUTURE TL,� CONNECTION " S89'38' 24"W 1n 40.00' ll Q CONC. PAD FOR I 6' CONIC. 1 WATER METERS/B.F.P. RZO' DOG PARK SIDEWALK (TYP.) — — — — — — — — — — — — —Ll — — — — — — — — — — II b o , N IN ACCESS/ I I 6 (�) 10 - -" 6 ( 9 m R25' R15' 7 R5, - UTILITY EASEMENT 1 N N -- 41 12I---} 12- R5' s' coNc. -R15' --R15' I Q - SIDEWALK 01 R25' 6 - -•� - 9 7 - - -- cR 0 s� ---- N oN 6 9 9 5' 12' 5' I 1 � FOOT TYPE-F CURB (TYP.) I 20 24' -20' 12' 20'- 24' HANDICAP PARKING HANDICAP 1.4 SIGN (TYP.) RAMPWill - � y " I 0)FDOT TYPE-F CURB TYP. �'• ( ) BUILDING #3 7.ox x \ } w 4-Story, 52 Units - 7' Sprinklered, NFPA 13R Sys. HANDRAILS 16 $ C t6, 412 sf, Max. Ht: 60' o� I I_ 1T 7 El NEW HANDICAP I v 6' CONC. j RAMP (Cl 6' n SIDEWALK I E � ® _ 6' CROSSWALK I _ 6' CONIC. SINGLE GATE W/ SIDEWALK TYP. KEYPAD (SEE -L- - - - - - ( ) � I I �' ARCH. PLANS) ------ SF ZEPHYR III �,`ORMVIOI�A Lo NEW HANDICAP 1O I gill YP.) - FOOT TYPE-F CURB (TYP.) 1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street, Suite 201 West Palm Beach, Florida 33401 Phone: 561-578-8700 2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES, INC. 1550 North Brown Road, Suite 100 Lawrenceville, Georgia 30043 Phone: 770-491-7550 LU a � V � 10 m Q Z --- nR 24.6' a U) oEXISTING STORAGE FACI- I I (1-Story, 3,400 SF) DIJ3N9Y/F Z U —11111=1111111ill t 9 a N 46 R5'110 9 - I SEaL R 25' 10 � ( YP) o I I N FDOT TYPE-F Lou O 5' 10 w CURB (TYP.) a O Ln o - - 0)t 01 6' CONC. SIDEWALK (TYP.) - h oo U) 0 o �)1L111111111/r/ �A Y L • �� C Ns * No. 52896 , "o S T OF '% S• • ) W ----------- - N 9 EXISTING STORAGE FACILITY ( (1-Story, 8,800 SF) ''''s� �NAL11`\ \��`�\ IIIIIi +- C ® pT } v 4' CONIC. FLUME I I 24.7' cn — - c .� ry I 20' 2l 16',/' _ w CID 6' CONc�/k. N00°00'00"E 158.65' 25.0' G4 A H SIDEWALK (TYP.) � x FDOT TYPE-F ? �qr •Fi Y � C0111�F7�1�L3a"�S Ell r ►� O CURB (TYP.) S 'a t`as i dmC i I , ;d``a ■ [(~ ►� — 15" LANDSCAPE SETBACK = _ _ _ _ M W �+ K —1 1 NOR T I I A.P-I� cC N L..1"f°,`/�•_1.(�(�I1�toNT ® p H 0z d 1 I I R25 - - I a• o m W R5 10 I I O U D k' c0 O N i " D A k I I i Li N N I 0.t 17 -- 9__ } 1V T j I I w 1 0 0 ;= :� 1 •� r- W ill( YP) o R25' a, I I pll N a J O O eM �f W 10 ca II ca�W a W W �'I J 6' Ii 0 0 yj - I a NJ le Q j Z0 a O �, 1 s' coNC. 20 24' 20' 51.8'I W a SIDEWALK - Im I? o� qx T 46 U LO 9 I h ao„oa w FDOT TYPE-FG1 F - CURB TYP. I l�l w O 6' CONC. ( ) WW L— LZ f Z SIDEWALK (TYP.) I I py O HANDICAP PARKING I I '� O z SIGN (TYP.) I I 25.1' _ -r- HANDICAP r �- RAMP (CR-C) +� .+� iv i�lam• O rs< _ BUILDING #5 ® ri 4-Story, 52 Units I I I E t M r _ Sprinklered, NFPA 13R Sys. t64,412 sf, Max. Ht: 60'-0" N 5 - - I I I I (1 ' z RAMP (CR-F) , 3:I ! 8 g II STAIRS W/ 5-TREADS "v14 O 6"-RISE, 12"-RUN � / CLUBHOUSE LEASIN �1 Cl W j l S00°00'10"W 140-22' �I _ «•i-1< II CENTER, MAIL & U 0 �\ O FDOT TYPE-F 00 I I �) ± 12.826 Acres �1 PACKAGE J `V CURB (TYP.) 1n ` /® 1-Story. Spnnk/eieo NFPA 13R Sys HANDICAP PARKING L I t8.060sf Max. R: 60'-0* S00'00'10"W a 20' 24' 20' I 16' 35.78' I 1 0 NEW 5' CONC. C'' SIGN (TYP.) n 6' CONIC. L SIDEWALK (TYP.) I n .,,. L.� E7 SIDEWALK (TYP.) 6' CONC. I I BUILDING #2 - SIDEWALK (TYP.) HANDICAP 4-Sloy,, 48 Units RAMP (CR-A) 3-0 LC I I Sprinklered, NFPA 13R Sys. 5.33' CONIC. 1n N t55,9205f, Max. Ht: 60' 0" i SIDEWALK (TYP.) HANDICAP PARKING ® I N SIGN (TYP.) Lj .. rN.> EPFI a` R. COMMONS, LP I I � � ' !�i" �. 6' CONIC. rn 17 SIDEWALK (TYP.) HANDICAP TC, W RAMP CR-A �L �t v INL I ( > u -7- MODULAR BLOCK WALL 9 10 9 FORMER ri 9 6 l7� l7+ 5 9 I Q o - P• „, P DO(MAX. HT:UND St3 FT) u 12' 5' 12' (TYP.) R5' HANDICAP 18 O I� 6' CONC. r•� �+ 4 RAMP (CR-E) 24' 20' a16 N p I I 01 SIDEWALK (Ty..� ) C .i C N R25' /'1�, ,yy� 1.0 e ,5. I rn� BUILDING #1 r1 r HANDICAP PARKING g' R20' SIGN 20' 24' 20' 'O 4-Story, 48Unds 0 8 (YP ) 20 n ' ±55,920sf, Max.il t3R0Sy0s. - 20 10 R20'- Q in r 6' CONC. ' �'Ill SIDEWALK (TYP.) R5' R3 R25' Lw 11 LJ... HANDICAP 16.6'' 20' 24' 20' 6' CONIC. -1 RAMP (CR-A) R2O'� N J QQ 0 UBLE ACCESSI o SIDEWALK (TYP.) i 61. �1 RZOO' GdTE SEE ARCH. R34' R9' .. I 0) PLANS FOR SPECS) ° R35' , u 24' - HANDICAP PARKING 12 FLUMENC' R34' 5� o R76' 00 �6' 5 SIGN (TYP.) --- 5 R9\ I cr R5' R4'I I I R25 R9' IRIS R 5 I R 34' ' 51 N N N q R9' R34' r-1-ul� R20' HANDICAP 6 0 0 R25' S TYP.�- 6 - R15' R20' 4 8 ( 9 )- 1&- 5 1 L 1110 - 5 - 9 �, - �S• / / 12 1OQ� ' RAMP (Cl R5_- o I HANDICAP I - - sr RAMP NDICA(Cl HANDICAP DOUBLE ACCESS LT: - � � -20 - O�GyG FOOT TYPE-F N N RAMP (CR-E) �y GATE (SEE ARCH. - �� R15' CURB TYP. FDOT TYPE F ( ) Know what's below. Call before you dig. INE LOCATION OF ALL 111TIt11ES ABOVE OR BELOW GRaHRo 9aw1N ON THESE DRAWINGS ARE APPROXIMATE ! WERE OBTA NED FROM OBSERVATIONS AT THE S17E AND/OR FROM THE UTILITY DINERS. NAM GIPSON t ASSOC., ■C.: DOES NOT GUARANIEE %AT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RES 019BI M OF THE OWNER OF THE FROPFRN OR HIS AGENT AND/Olt THE CONIRACTOR TO DETERMINE EXACT LOCATIONS OF EXISTING UTIUTES (ABOVE OR BELOW GROUND) ! TO NOTIFY U71UTY OWNERS BEFORE BEGINNING ANY CONSTROCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. FL LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS PLANS FOR SPECS) CURB PPG g' --- - - - - - -- 9' _ - - - HANDICAP 1 GPI 24' �20' (TYP.) 8 10 8 (YP. L�Cll) YP) 7 RAMP (CR-E) I R35' 205I I JCC N 4' CONIC. I-----®® -- -- - - - -- -- -- -- - -- -- - ---- 20�BU/LD/N L-- - - Ill SE FLUME R1�---------- -I 15' LANDSCAPE SE78ACK ® 15' LANDSCAPE 15' LANDSCAPE SE18AC _ FOOT TYPE-F 4' CONIC. CURB (TYP.) FDOT TYPE-F FLUME S00°00'10"W 204.08' S00°00'10"W 266.22' S00°00'10"W 148.08' NEW HANDICAP - - RAMP F D O T DRAINAGE NOTE NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL BE MADE AND STORMWATER FLOWS THROUGH THE SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. DRAINAGE PERMIT HAS BEEN ISSUED. W S00°00'10"W 86.51' R25' R5' R25' -y - FDOT TYPE-F- MATCH FLUSH W/ EX. CURB (TYP.) PAVEMENT, CURBING, HANDICAP \ AND SIDEWALK 6' CROSSWALK RAMP - - - - - - - N00°00'10"E 225.50' — — — (ro HANDICAP E I_ _ V E , I N - ` NEW CONC. c0 1 9, �t . a 7 =x F)i!YR `1 ' I ..3 POOH, LI`.IC ZEr s 3 116 SIDEWALK (TYP.) ui F C-DIVIRPIOa S �:�t., 1 F��.�-��, �� L , LP+ I I I r r� TI T nnnlr.lA�'r rASEMENT „B" CONSTRUCTION NOTES 1. ALL CURB RADII TO BE 4 FEET AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT STANDARD PLANS INDEX 522-002 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 400-011 (GRAVITY WALL) OR AN ALTERNATIVE DESIGN BY A LICENSED STRUCTURAL ENGINEER. MATCH FLUSH W/ EX. PAVEMENT, CURBING, N AND SIDEWALK MODULAR BLOCK WALL AROUND TRANSFORMER N PAD (MAX. HT: t3-FT) l �. Y FZZ L- 1 z �w 4.#1 a x N S +,°.d L..l T P e''"« a L C Y._ h.,:aa , LP NEW OUTPARCEL TRACT - ±58, 283 sl, t 1. 338 ac/es SITE DATA CHART Development Tract Bull Type No. of Stories Area No. of Units Re uired Parking Provided Parking Handicap Parking Total Tract Areas sill Total Ratio Total Ratio Required Provided (acre) „A„ .l fnlnjmnrly. Residenruf Chahhotue - 1 8060 - 483 No. 1 11 4 - 48 No.2 11 4 48 No. 3 1 4 - 52 No.4 1 4 - 52 No. 5 1 4 52 TRACT TOTAL 8,060 252 441 1.75 .S'pace ' L;nit 482 1.91 .ti aces Unit 9 13 12.826 1TLINE) LEGEND EXISTING EDGE OF PAVEMENT - - - - - - - - - EXISTING CURB &GUTTER EXISTING BUILDING _ _ _ _ - _ - _ _ PROPOSED CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL PROPERTY LINES - - PROPOSED COMPACTOR BUILDING COMP. PROPOSED PAINTED CROSSWALK 11 11 11 117TY PROPOSED SIGNAGE i- H-CAP Fil R1-2 R3-8 SIGN PROPOSED SIGNAGE SYMBOLS 1 R1 TYPE "A• TYPE "B TYPE C" PROPOSED HANDICAP RAMPS PROPOSED CONCRETE SIDEWALKS PROPOSED HEAVY DUTY CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT GRAPHIC SCALE 40' 80' (IN FEET) 1 inch = 40 ft. 1 �I I z E d Cv \� A CD o l F zCID H� $I AA�� � O;) O. CT4 x ZZj O 00-4 U pp Q�1 P,r7 A o U A a Ey an ao 4Ch I � � C�1 M d � c�1o.o,-�c�l... cv O O O O (Z A E�• E- E- E- E- E- Ill E z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE SITE PLAN SHEET NUMBER C-1.0 Hall JOB No. 2020 'A PART LOT11-1411 �IJ9NOY11 I I / J � � T 1 JIJSNOYF 4" SOLID DOUBLE YELLOW LINE (TYP.) FDOT TYPE-F CURB (TYP.) 2+00 J. 24' / - - - - - - - - - - - - - - - - - - i HP: 1+44.01 EL.=103.93 FT. I 1+50 LP: 1 +28.97 I EL.=103.83 FT. -- -- I 9 4" SOLID �I DOUBLE---N I I I YELLOW LINE (TYP.) O I ------- -- I - -- - j� i lY 1+00 I e i � - bwll - W FDOT TYPE-F 2 cQi 21 0 1 ^ CURB (TYP.) p I gI SI - NEW ACCESS/ -� -- --- UTILITY EASEMENT I 24' �I �I -- B. 2' SOLID WHITE 0+50 �I I rF Sprink (TYP.) MATCH FLUSH ±64,4 FDOT TYPE-F STOP BAR I I I- -- III - EX. CURB &GUTTER CURB (TYP.) I \�� 00 F.F. LP: 1+45.63 I L - R5O' EL.=105.29 FT. HP: 2+67.15 L.=106.68 FT. - - -2' SOLID WHITE R20' R20 I T - STOP BAR R50' a BP: 0+00.00 N CONNECTOR ROAD 1 N 2+00 - I I EP: 2+97.62 R20 + o+oo I CO+ + - MATCH FLUSH W/ EX. / f 4" SOLID DOUBLE ` � � � � L ' EDGE OF PAVEMENT _ - YELLOW LINE (TYP.) C� ter'- - - -- -- - - -�--- - - - -- - - - _•'� MATCH FLUSH W/ EX. CURB & GUTTER 1 0_j 67 NEW ACCESS/ -� UTILITY EASEMENT �I LEX. FIRE HYDRAN J/1�58 v L A L N28 27G827' - LONG. W82 785630' QI 5TAT,C. 55 PS/ U r� 7WIN �il4L a� v�i �j) SITE PLAN SCALE: 1 "= 4 O ' 120 115 110 105 100 95 90 Know what's below. Call before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS HARES, GIPSON & ASSOC., INC; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT LOCATIONS OF EXISTING UTIU71ES (ABOVE OR BELOW GROUND) & TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. FL LAW REWIRES THE CONTRACTOR TO CALL THE UTIUTY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTIUTIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. LOW POINT ELEV.=105.29 LOW POINT STA.=1+45.63 PVI STA.=1+34.72 PVI ELEV.=104.92 A.D.=3.93% K=20.36 80.00' V.C. EXISTING GRADE (TYP.) FINISHED GRADE (TYP.) HIGH POINT ELEV=106.68 HIGH POINT STA.=2+67.15 PVI STA.=2+70.84 PVI ELEV.=106.87 A.D.=-3.42% K=13.17 45.00' V.C. FINISHED GRADE (TYP.) EXISTING GRADE (TYP.) rn I-r F .t LnN vO rorn mrn r--O Ln to 00- `i_n m(0 co N `j- co c0 O m ' 00 r1� n - N <t 1A It DO r__ N rn LO c0 t0 co 00 C6 r-Z r r�: �c (O c6 Ll 1� Ll Ln tl Ll� L6 in Ili o (6 d� (O Lr� (O L6 O o 0 00 00 00 0 0 00 0 0 0 0 O O CD 0 00 0 M M to 0 0+00 0+50 1+00 1+50 2+00 2+50 2+97.62 120 115 110 105 100 95 90 CONNECTOR ROAD I PROFILE ST4.- 0+00 to STIP 2+98 Horizontal Scale: I "=40' Vertical Scale: I "=10' BP: 10+00.00 ti � I I 2+88 END ROAD CONSTRUCTION STA: 2+48.07 2+50 97.49 -\ C /-97.97 N W Q U °' O ,•L (n m 0 Z v O� a C1 0 LU U Z NEW ROAD LIMITS �c OF DISTURBANCE / 1p0 (±0. 60 ACRES) II - SEAL 1 L✓ LIMITS OF LL111111 I III/rr 22� DISTURBANCEC 2 �V 1 �• i _ • E• / 106 - - -- - _ No. 52896 1 To - 105o o - HP: 1+44.01 EL.=103.93 FT. 104.17 I =- �rj cos 7� '� S T OF •• Od LP: 1+28.97 -- - o •� •., 0 R 1 P •'••�\ ��` EL.=103.83 T. 103.69� ! o I /ps i,7/, SS '••......• < `G\\\\� C.I. TYPE-6 104.0);A 7�7� �ONAL 11A� r��/111111111\\\\ H-2- 103.59 � . � ' I III' �• _ 'S�' - - 'L ^� EXISTING STORMWATER POND EXISTING GRATE 1+00 INLET STRUCTURE (ERP 32080.000) I I Oy p, TO BE REMOVED I IikS - a �\ I �I C) O P M 5-� o� 1 U 1 I W (± I ^ I IIII F s - 5NEW ROAD LIMITS LIMITS O107. a5OF DISTURBANCE DISTURBANCE -10 3.7% SLOPE060ACRESJ d_A (x 0+50 - H a os I I - *l _ 0 1lI I.. . 1�I0 '\I � �W G'rUQ�. o z L�B .I. TYPE-6 O 2.1 � Os6.24 107.50 "�LP: 1+45.63 EL.=105.29 FT. O/]W _ HP: 2+67.15 2.5% SLOPE EL =106.fi8 FTE- ,, 106.14 /p S 106.85 +10 7.05+ -�- - 105.05 -- 2+00 105,78 106.44 9 EP: 2+97.62 +106sJ5+ r, rn 0 0 1 ao W + --- -- I + 0 105.53 0+00 106.92 rn � z N O iF/� L!J J.B. EX. STORM PIPE 107 yy �CL B-2 TO BE REMOVED 107 106. 0 C� � - -'' 6.77 �_ i 10 Li.l - s 6 - F S O -:- - li i 4 00, � p � :.. Lid j li I C-�� �O�- - - O p� 10 �Or° �00 O� �j 106 .� O IJ�I I O - o� o S 10; 11 I -,cos 106 10 IIIII I O 1, Ilk 1 III � �% II '°ss '°ss '°s>t 1100, -_ IIIII o �I 707-�- _1 GRADING PLAN HIGH POINT ELEV=103.93 HIGH POINT STA.=1+44.01 PVI STA.=1+62.49 PVI ELEV.=104.14 A.D.=-8.70% K=5.52 48.00' V.C. SCALE: 1 "= 4 O ' w NY Z J O av � o 000Zt 00 T) +T +� O�CI QC W Uj U> U> wC�lJ >m > w �_ 120 EVCE: 103.86 Li 115 I 110 FINISHED EXISTING EX. FORCE MAIN GRADE (TYP.) GRADE (TYP.) (ASSUMED AT 3-FT BELOW EX. GRADE) 105 - - 2.00q _ _ 100--------------------- 1.00% -� ��09 \ ----------------------�- \ EX. WATER MAIN�� � 95 EX. 12" WATER MAIN POTHOLED AT 81" (ASSUMED AT 4-FT BELOW EX. GRND. BELOW EX. GRADE) 7 90 - STA:1 +95.11 Ln O LOW POINT ELEV.=103.83 LOW POINT STA.=1+28.97 PVI STA.=1+26.47 PVI ELEV.=103.78 A.D.=3.00% K=5.00 15.00' V.C. BVCS: 1 +18.97 BVCE: 103.93 EVCS: 1 +33.97 LOW POINT ELEV.=97.10 LOW POINT STA.=2+68.61 PVI STA.=2+51.87 PVI ELEV.=97.26 A.D.=6.70% K=5.00 33.48' V.C. BVCS: 2+35.13 120 BVCE: 98.55 EVCS: 2+68.61 EVCE: 97.10 115 110 105 100 2.00% PROPOSED DESIGN ASSUMES - DAIRY RD. DESIGN RAISED 95 t2.5-FT TO ACCOMMODATE 1.00% NEW DRIVEWAY CONNECTION 90 INV: 91.06 <t O � � r')to �O eta CO LO IX7 W) - M 0+00 0+50 1 +00 1 +50 2+00 2+50 CONNECTOR ROAD 2 PROFILE ST4.• 0+00to ST4.• 2+88 Horizontal Scale: 1 "=40' Vertical Scale: 1 "=10' t0 I nN t\ 0) 0 2+88.14 LEGEND EXISTING EDGE OF PAVEMENT - - - - - - - - - EXISTING CURB & GUTTER EXISTING BUILDING _ _ _ _ _ _ _ - _ PROPOSED CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL PROPERTY LINES - - PROPOSED PAINTED CROSSWALK PROPOSED SIGNAGE H-CAP R1-1 R1-2 R3-6 SIGN PROPOSED SIGNAGE SYMBOLS 7 S D PROPOSED HANDICAP RAMPS TYPE � TYP® C PROPOSED CONCRETE SIDEWALKS PROPOSED HEAVY DUTY ASPHALT EASEMENT LINE EXISTING GRADES - - - - - - - - PROPOSED GRADES 112 PROPOSED SPOT ELEVATION + 112.50 + PROPOSED REINFORCED CONCRETE PIPE (RCP) PROPOSED HIGH DENSITY POLYETHYLENE PIPE (HDPE) IIJIJIJI EXISTING STORM SEWER - - - - PROPOSED DROP/GRATE INLET (D./.� TYPE-5 TYPE-6 TYPE-3 PROPOSED CATCH BASINS INLET INLET INLET GENERAL NOTES., • REFER TO SHEET C-0.1 FOR GENERAL NOTES AND SPECIFICATIONS. • ROADWAY PAVING SHALL MEET "HEAVY DUTY ASPHALT PAVEMENT" SPECIFICATIONS, AS SHOWN ON SHEET C-7.1. • ROADWAY WORK SHALL BE COVERED UNDER SEPARATE CITY OF ZEPHYRHILLS PERMIT. • ASSOCIATED LIMITS OF CONSTRUCTION IS APPROXIMATELY 0.60 ACRES. • CURB & GUTTER SHALL ADHERE TO FDOT SPECIFICATIONS AND STANDARD PLANS INDEX #520-001. STR/P/NG NOTES 1. ALL PARKING LOT STRIPING ON ASPHALT SHALL BE 4" WIDE WHITE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 2. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND FOOT STANDARD PLANS INDEX 711-001 "PAVEMENT MARKINGS". 3. PAINT STRIPING IN ALL PARKING LOT AND ASPHALT PAVEMENT AREAS SHALL BE CONSTRUCTED WITH A PAINT PRODUCT THAT PROVIDES A HIGH SLIP -RESISTANT FINISH AND PREVENTS INDIVIDUALS FROM SLIPPING WHEN STEPPING ON THE STRIPING IN BOTH WET AND DRY PAVEMENT CONDITIONS. 0 N z O C'_'•F a_ R'. W A A II O z c v� z AO E+ U A aI I c�.l�llco. -4 -4 C,2 C\2I'W CQ cm 02 dcov i C\1�1 o I C\2 W CQ m 14 E- E`- Ea. E`-. E`- Ea. o z ,-1 0 DRAWN BY CHECKED BY RCL TLF DATE 06/29/2020 SHEET TITLE NEW CONNECTOR ROAD PLAN SHEET NUMBER C-1 . WE HGiA ✓OB NO. 2020- -- N AM 0 1 Nf AWM _ - - FIELD VERIFY UTILITY - - LOCATIONS & DEPTH PRIOR TO CONSTRUCTION; SHALL TIE TO EX. 12" WATER HAVE MIN. 3-FT OF COVER MAIN (90' BEND) I'I 3 NEW ACCESS/ UTILITY EASEMENTIL --- EX. 12" WATER MAIN - TO BE REMOVED (TYP.) _- - - - - 41` 3 % I+ - - - -- - - -- BENCHMARK IRON R - FIELD VERIFY UTILITY382 1 - - - - - LOCATIONS & DEPTH PRIOR ELEVATION TO CONSTRUCTION; SHALL ;1- HAVE MIN. 3-FT OF COVERT _ FIELD VERIFY LOCATIONS & DEPTH — — — — — — — — — — — — — — — — — - ROADWAY AREA PRIOR TO OF ALL EXISTING UTILITIES W/IN NEW — CONSTRUCTION; CONTRACTOR OR SHALL — — — — — — -_ — - - COORDINATETr - -- 1 i A APPLICABLE UTILITY PROVIDERS) ' n ' I N 1..' 8"PVC P PVC 3"PVC 3 PVC 1E% RAI "AGE --EASEM. E I'l) fit tt 11 L6'PVc T ®" o I -- FIELD VERIFY UTILITY I C' — -�-- _- LOCATIONS &DEPTH PRIOR Ix - `i � I ( .., �--- � ❑ n (] �— y - TO CONSTRUCTION; SHALL I EX. 12" WATER MAIN fa'�`�{ HAVE MIN. 3-FT OF COVER U TO BE REMOVED (TYP.) C C O D - _ o'A PART � (--- t NEW ACCESS/ I I NEW FIRE HYDRANT LOT t t i t UTILITY EASEMENv, W/ GATE VALVE \ TIE TO EX. 6" FORCE MAIN (45' BEND) EX 6" FORCE MAIN TO r; IBE REMOVED (TYP.)FIELD VERIFY UTILITY TIE TO EX. 6" FORCE LOCATIONS & DEPTH - - PRIOR TO CONSTRUCTION - - -,� - MAIN (90' BEND) (' � 12"x6� TEE - - - 8'FM 6'FW, _ : 8'FAd FIELD F i'' __ Fl VERIFY LOCATIONS & DEPTH ' - - - -- 12"X8" TEE > > - .. I - _ OF ALL EXISTING UTILITIES W/IN NEW ROADWAY AREA PRIOR TO CONNECTQR R D > 12"X4" TEE', (CONSTRUCTION; CONTRACTOR SHALL co- ' 12"X2" TEE COORDINATE RELOCATION WITH �t REMOVED EX. BEND t APPLICABLE UTILITY PROVIDER(S) & TIE TO EX. I 12"PVC 12"PVC _ \ WATER IN EX. 12" WATER MAIN EX. 12" WATER MAIN 90' BEND / -- /I \ 5' BEND � TO BE REMOVED (TYP.) � � � TO BE REMOVED (TYP.) --= � � I -- /— ------i{-- ---- — — — �—_ -- -m �I l �k FIELD VERIFY LOCATIONS & DEPTH ou` OF ALL EXISTING UTILITIES W/IN NEW f __ n-a- %/ \ \ NEW ACCESS/ II I ROADWAY AREA PRIOR TO SHALL II CONSTRUCTION; CONTRACTOR SHALL E- i CC) - UTILITY EASEMENT i� - - - COORDINATE RELOCATION WITH ., I APPLICABLE UTILITY PROVIDERS) 8"PVC 14 8"PVC 8'PVC 8"PVC 4"PVC yy 4'PVC 4 PVC 4"PVC Y 6"PVC *-,,�7- -] I II \ YO i 4 - c° i1 LC! h":' �II�I �,Ii vU UTILITY PLAN SCALE: I"=40' LEGEND EXISTING SANITARY SEWER -ss--ss- EXISTING WATER LINE _w- - -w- - -w- EXISTING POWER LINE —OHP— —OHP— -OHP- EXISTING STORM SEWER EXISTING NATURAL GAS�- EXISTING TELEPHONE -T- - -T- - -T- EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING TRANSFORMER PAD TRANS PROPOSED FEATURES PROPOSED CONCRETE CURB & GUTTER PROPOSED BUILDING PROPERTY LINES - - PROPOSED SANITARY SEWER 8"SS PROPOSED WATER LINE 8"W PROPOSED UNDERGROUND UE ELECTRICAL LINE PROPOSED GAS SERVICE LINE G PROPOSED MANHOLE PROPOSED CLEANOUT C0o- PROPOSED FIRE HYDRANT X PROPOSED GATE VALVE H PROP. CONCRETE THRUST BLOCK PROPOSED TRANSFORMER PAD LEI GENERAL NOTES: • REFER TO SHEET C-0.1 FOR GENERAL NOTES AND SPECIFICATIONS. • ROADWAY PAVING SHALL MEET "HEAVY DUTY ASPHALT PAVEMENT" SPECIFICATIONS, AS SHOWN ON SHEET C-7.1. • REFER TO SHEET C-2.1 FOR UTILITY NOTES/SPECS, AND C-8.0 THRU C-8.2 FOR UTILITIES CONSTRUCTION DETAILS. • ROADWAY WORK SHALL BE COVERED UNDER SEPARATE CITY OF ZEPHYRHILLS PERMIT. • ASSOCIATED LIMITS OF CONSTRUCTION IS APPROXIMATELY 0.60 ACRES. • CURB & GUTTER SHALL ADHERE TO FDOT SPECIFICATIONS AND STANDARD PLANS INDEX #520-001. ZEPHYRH/LLS UT/L/TYNOTES: 1. ALL SEWER MAINS SHALL BE SDR 26 GRAVITY SEWER PIPE. 2. PROPOSED WATER AND SANITARY SEWER SYSTEM(S) ARE TO BE PRIVATELY OWNED AND OPERATED. 3. FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH NOTE #40 ON SHEET C-2.1. PER THIS NOTE, THE BARREL SHALL BE PAINTED RED, AND THE CAP SHALL BE PAINTED ACCORDING TO THE RATED CAPACITY AT 20-PSI RES. PRESSURE. 4. METER AND BACKFLOWS FOR DOMESTIC/ IRRIGATION CONNECTIONS WILL BE PROVIDED BY THE CITY OF ZEPHYRHILLS FOLLOWING PAYMENT OF THE INSTALLATION/IMPACT FEES. OWNER/CONTRACTOR DOES NOT NEED TO SUPPLY THIS ITEMS. 5. FIRE BACKFLOW (DDCA) SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. A WILKINS DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHOULD BE UTILIZED. FINISHED GRADE- (TYP) - r� x •a 45- BEND W CONC. w z w w 0 � R °d• THRUST BLOCK STORM OSANITARY SEWER LINE THREADED ROD (TYP.) 8"PVC-v U �45' BEND W/ CONC. WATER MAIN THRUST BLOCK THREADED 8"PVC ROD (TYP.) WATER MAIN 45' BEND W/ CONC. 45' BEND W/ CONC. THRUST BLOCK THRUST BLOCK MIN. 12" VERT. FULL LENGTH SECTION CLEARANCE OF 8"PVC WATER MAIN NOTE: ALL BEND TO BE RESTRAINED IN BOTH DIRECTIONS PER A.H.J. REQUIREMENTS T)D/CAL WATER MAIN DEFLECT/ON DETA/L (NOT TO SCALE) SEAL \0%II 1111111///// ENS * ' No. 52896 S T OF I L z pa CQ 0 E W W w rn CL Pi IR <0 :) E WW F- W U p" Z N O F, 0 � n" �I 5 0 W � W 0 N E 0 a ID w a w I � A I as z Io � cn r z o .� F o� a 04 ! o 0 cq �� I A �E-4 E-4E-E- , DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE NEW CONNECTOR ROAD PLAN SHEET NUMBER C-1.2 tr�a ,ioe ivo. �2o-f, PhNp>I Rd s M ' Yot%Dr Op *+ Rd Kossik Rd Koss& Rd t` T8A Or 3 SITE f B Ave S 39 3 £ � Berta Or 4 'I Z Landesaf`toreab [;_1 e A Do o E a o `^rcle lames Cc t% Pretty Pond Rd = A. arin Ave ` III A, C1 Caen J• « nor. AIoe •' ✓' �u 2' q a 76 Ric, I - a ojoeAve dge Dr '. Pinata Are Y b m i - € -aid. :ass Zephyr„ I1 a • R mzn n=ae LV -- NEW ACCESS!"W "'vv - -- - UTILITY EASEMENT 2"W- = -12"V -12"W- --Wt - -i - - -_W_A- EX FIRE HYDR - ANT #7256 - -- - - - LAT N28 269093 - - LONG: W82. 184776' -_ - -- - - SITE LIGHTING STATIC 65 PSI SITE LIGHTING n ( J FLOW' 1,91GPRESIDUAL: 20 Psi (TAP•) BLOCK WALL TRANSFORMER IRV 9 1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street. Suite 201 West Palm Beach. Florida 33401 Phone: 561-578-8700 2. CIVIL ENGINEER HAINES. GIPSON & ASSOCIATES. INC. 1550 North Brown Road. Suite 100 Lawrenceville, Georgia 30043 Phone: 770-491-7550 �!I -- --- ---- ---- - - iv IIC IIII L s ,• 8"III _ III I - TTE EE F.D.O.T. STORM THRUST R MAIN RELOCATION BLOCK 8"x8" BGATE CROSSING BOC(TYP) VALVE VALVE _ TEE 8' SEE SHEET C-1.2 FOR CONIC.THRUST WATE8"PVC 8 PVCV8"PVC 57r 45' BEND 3"PC 3"PVC 90 BEND EASEMENT 46 90• BEND ®A= o -- - - - - -- - FlRE HYDRANT I W/ N _ GATE VALVE � -- _� I I Y I �\ _- Q I 45• BEND I m \ p.- Z I a D. LOCATION MAP I _ a OI NEW ACCESS/ I I J U �M1 3" DOMESTIC SERVICE UTILITY EASEMENT I SITE LIGHTING- (TYP.)I 8" FIRE SERVICE EX. S.S.M.H. 6-A - I I STA: 0+00 C I'' I J TOP EL:108.69 I GI O I 1 1 NV. IN:98.14 "� I c.o. 11-A y F.F.E.=108.00 FT. C.O.c.o. 12-A I INV. IN: 98.14 .� BLOCK WALL 8"x8" _ ] STA: 0+78 '+ NTV:104 00`_ NV. IN: 98.84 = --------------------- ATEE INV:104.00 I I SITE LIGHTING - INV. OUT:97.96 a � FIRE HYDRANT .1(. �`� (TYP.) -- TYP. - -- - - - - N I W/ GATE VALVE I 6 FM •� 8 �_-- ',i _ 1 CONNECTOR ROAD > -- Z - A W 12 x8 TEE S.S.M.H. 6 Da, SEE SHEET C-1.2 FOR W 12"x4" TEE STA: 3+48 con R R > FORCE MAIN & WATER (n I ?A; MAIN RELOCATION Q 12"x2 *7E -- - 12 PVC 12"PVC 2'PVC �'2" METER W/ B.F.P.BACTERIOLOG ENCASE SECTION OF CRETE �f1 ONSAMPLING PC ��f(�� FOR IRRIGATISEWER PIPE IN CONCRETE � S.M.Fi: 6-bAT STORM LINE CROSSING Lc STA: 0+85-TOP EL:106.40 INV. IN:1INV. IN100.06 4" MEOR DOMESTIC8" D.D.C.A. f OUT:98.561[ aa FIRE SERVICE �!r PLUG CAP 1.5"PVC FOR `NEW ACCESS/ - I I FUTURE CONNECTION _ �0D UTILITY EASEMENT I 8"PVC 1 � 90' BEND 6' GATE VALVE 8"X8" TEE JJ L E I 8"PVC 8"PVC 8"PVC X FlRE n LAT N28 270827 I I 4"PVC 4"PVC 4"PVC LONG W82. 185630' III 4 GATE VALVE STATIC: 55 PS! 1I ,I 4"x4" TEE RESIDUAL: 45 PS/ c 6"PVC / FLOW.- 7,967 GPM ® 20 PSI "' >� CONIC. THRUST 10 REMOTE BLOCK (TYP.) < - - F.D.C. - o» WYE INTO 8"PVC _ II I II I SITE LIGHTING I SEWER MAIN & INSTALL CLEAN OUT JI - IL -- - - -- i MANHOLE II I I RIM _ 1111.17 INV 1W. = 101.18 II (� INV''E. = 101.07 1 II III' I i I I I I II I III I I _- ' I S.S.M.H. 7-A STA: 2+02 TOP EL:108.38 INV. IN:103.13 INV. IN:103.93 I 'I INV. OUT:102.93 \ PROPOSED GRADE I 1 ns.66 \ll (r 00 I o III ICROWN OF OL17ER PIPE h .� WALL ELEV. 10II to \\� JII 1 > II �� TRANSFORMER 8"x8" TEE II III---E I 8" GATE III 1 REMOTE - - PROPOSED 54"RCP STORM PIPE F.D.C. OUTER WALL INV. ELEV. 96.72 III III 11 . 1 PROPOSED 8"PVC WATER MAIN I C.O. 7-B TOP OF PIPE ELEV. 95.24 , STA: 2+70 INV. OF PIPE ELEV: 94.54 _ - - _INV:104.55 L 1' F r 8"x8" TEE F.D.O.T. STORM CROSSING #1 Nor TO SCALE 11.25' BEND PROPOSED GRADE III I�II� I II III11 II' 112.55 I I III1 CROWN OF OUTER PIPE WALL ELEV: 109.62 SITE LIGHTING (�.) TOP EL:106.33 EDUCE WATE LINE ¢ DOWN TO 3"PVC t0� tO 106 II INV. IN:102.35 I {I{ I I INV. IN: 102.35 4' GATE INV. OUT: 100.35 B" GATE VALE VALVE 4"x1 /2" TEE C.O. 6 C � - � -- SANITARY SEWER CONFLICT STA: 2+96 1/2"PVC 1/2"PVC BEND THRU DRAINAGE STIR. (SEE I I - / .04 - - F.D.O.T. DETAIL INDEX NO. / INV:1001 t 2" GATE 7 425-080 ON SHEET C-8.2) � I I 2A C.O. 6 F L STA: 44 I o r� -I INV:103.35 C.O. 6-G- TRµgDp j� STA:5+84 S.S.M.H. 6-J " STA: 7+37 7RAN a s INV: 103.53 --- , TOP EL:109.83 8'•PVC 8'PVC 8"PVC ? 8"PVC _.- 8"PVC INV. IN:105.10 B GATE VALVE 4"x3 TEE L INV. OUT:104.90 i S.S.M.H. 6-H . CONIC. THRUST 4s BEND STA: 6+14 CONIC. THRUST `! 8"PVC BLOCK TYP, 4"PVC ( ) C.O. 6-E c1 8"x8" TEE 8"x8" Ti STA:4+84 a / / x1/4" TEE TOP EL:110.50 45 sEND- ` BLOCK (TYP.) .•0 INV. IN:104.28 L - 8"PVC 1 2 E. 9p• gQlp INV:103.03 INV. OUT: 103.6�_ X VALVE�1 a °L n? INV:105.93 1 4"PVC- x CONC. THRUST 45' BEND eAL 45 BEND ALO C' �/ - BLOCK (TYP.) ep O 45 BEND FIRE HYDRANT L C.O. 10-A -- / AAL -- W/ GATE VALVE-- - - -- -- o FIRE HYDRANT STA:0+69 �� \, O 1/2" DOM. 45' BEND aa. W/ GATE VALVE .- INV. 03.82 = + - - WATER SERVICE - --L -�--r- - I - C.O. INV:107.57 - S.S.M.H. I -- STA: 8+68 STA:0+77 - I C.O. 10-C PAD DRAIN - co TOP EL:111.18 / ` a INV. IN:105.95 I Xr C INV:104.00a i� INV:1� 9 op INV. OUT:105.75 FIRE SERVICE 3" DOMESTIC SERVICE rJ o - FIRE HYDRANT TA 111 ^ O li W/ GATE VALVE I - - 4ti _ fDO Z F.F.E.=108.00 FT. \ 8"xa" TEE ra • - -^ \ \ - 13-A C.O. ' 0+40 0l STA:REMOTE F.D.C. I , o r` INV:108.75 6"PVC ® STA: 9+28 - - TOP EL:111.1 B o I }• NV. IN:106.45 07 ' B• GATE INV. IN:106.45 _ �, ' I l > e'kI VALVE INV. OUT: 106.25 „f0 45 BEHo� Ua TRANSFORMER 7 -4- (TYP-) - _ - - o - " 8" FIRE SERVICE �O� 3____ ■ 1 PVC - -Z3� 3 DOMESTIC SERVICE 8 PVC I F.F.E.=112.83 FT. 8"xo" TEE, - - -I L , 45' BEND �•D _.:/ ,i II t U / 1.25" DOMESTIC SERVICE k 1 �06 B" FIRE SERVICE 1_ L , � 06 � n IC.O3-F F.F.E.=11 .75 FT. :3 1 �C..O*. * - N109.00V:, STA:10+69 SINV:108.75TIC 6"PVC ca0isq I ' SERVICE T �1 105 r� I �'+ �-•• FIRE HYDRANT - -- - G STA:10+28 =110.00 FT. o .I,- - --- - 110 -110 --r _ -E G BEND 1 �..1< 107.65 W GATE VALVE pg 9 INV: 8 PVCI -Ina �- I SERVICE - A C.- >� P.I.V.MONITORING I PVC CONDUIT TO �t . FOR MON TORT NT ALVE l..T - - I U C �-- -"I� U 90' BEND � a �y > CONIC. THRUST � • • CROSSINGTORM CacD I'I > •' i 1 Gl � BLOCK (TYP.) a � � C a C.0 3-E POST INDICATOR #2 STA: 2+87 con a . INV:107.71 VALVE (CLUBHOUSE) \ (?� p - CL 1 , CONIC. THRUST n - V GATE BLOCK (TYP.) �4"x0.75" TEE I -- - - 90' BEND = b __ --- _ VALVE _. __ _ _ 8' GATE y F.F.E.=112.00 FT.�� 90 C.O. 4-A - .,,, - 4-PVC 11.25 BEND VALVE i ) u STA:0+41 8" FIRE SERVICE C.O. 5-A 8-PVC = CONC. THRUST INV.108.00 1 IJ 3" DOMESTIC SERVICE STA:0+41 _ _ --- BLOCK (TYP.) 0 --- - .. 8"PVC _ B GATE 1125 BEND 4"PVC ' _ 8"X8" TEE " VALVE ( li 45' BEND ' 4 xt.25" J TEE F.D.O.T. STORM 11.2s• BEND - YARD 1 IN " " r-- - J, I I CROSSING 3 - 4"x3"x1/2" TEE 6_f'10 _ �;:�._ -- 110 8 x8 TEE 45' BEND 3� HYDRANT - S.S.M.H. 3-B r- -- STA: 0+16 - - - 1 REMOTE- _ -F.D.C. n _ _ S.S.M.H. 3-D EL:110.72 --- > - \ -- N v INV. IN:106.89 s ' - STA. 2+15 I INV. OUT: 105.79 , 1 t t - - aal L FIRE HYDRANT TOP EL:110.70 I INV. I N:106.80 A _ �O n I W/ GATE VALVE INV. IN: 106.99 as 9 - t aoM INV. OUT:106.79 Opp / OD 71,25' BEND �- - - - - - - - - - OUT�ERG WALLHV. STORMPELEV: toi zo CONIC. THRUST 8"PVC --- - 8"PVC ,_ i L BALGATE BLOCK (TYP.) 11.25' BEND B vA�LVE 90• BEND / - - - - PROPOSED Ii WATER MAIN III 90• BEND - O VE 11,25' BEND .. TOP OF PIPE ELEV. 102.70 PROPOSED III WATER MAIN / ` 8"PVC 8"PVC - 8"PVC INV. OF PIPE ELEV. 102.35 TOP of PIPE ELEV: 10170 I 8"PVC - 8"PVC 8"PVC - Nv. OF PIPE ELEV lazoo I 4"PVC VPVC _ 4"PVC 11.25' BEND 4"PVC 4"PVC 4"PVC ' Ir I I CONIC. THRUST " " 4"x3" TEE 4' GATE TEES" %VALVE STOA: 1+17 CONC. THRUST%I I >" 11 yQ G 4S �� F.D.O.T. STORM II I I BLOCK (TYP.) ----moo/----- - 8x8 TEE---- ------TRANSFoTYR ; 8"x8`TEE II'1 --- INV.106�35-------------- BLOCK (TYP-) -_-I CROSSING #'s 2 & 3 ,�� - - 1 11. L-�I-- �---- -- - -,- _ !�-- - _ ,I ----- - - � � .-+ �- I, C.O. 1-B �,Q NOT TO SCALE - 1 - - - - STA:0+17 c.0. 1-C / _ EX. S.S.M.H. 3-A N 11 INV:109.36 STA:0+46 STA: 0+00 11��ex�JJ _ INV:109.65 TOP EL:115.02 Il _ .REMOVED EX. BEND _ _INV. IN:105.72 REMOVED EX. BEND -- - -- -- - - - - - - - & TIE TO EX. 8 - NV. IN:105.72 -_ & TIE TO EX. 8 - - -_ -- - \'- - PV - - SITE LIGHTING 7 l - arse - �6" c (TYP.) WATER MAIN 8"x6" TEE NV. OUT: 105.62 WATER MAIN SITE LIGHTING EX 9SMH 1-A__1__1 Know what's below. Cal before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM OBSERVATIONS AT THE SIZE AND/OR FROM THE UTILITY OWNERS. HAMS, OPSON & ASSOC, INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. FL. LAW REWIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. =w 45-BEND W/ CONC. a THRUST BLOCK 7 STORM ORA o / SANITARY SEWER LINE THREADED ��([\ ROD (TYP.) 8'PVC / "-45' BEND W/ CONC. WATER MAIN THRUST BLOCK THREADED 8"PVC ROD (TYP.) WATER MAIN 45• BEND W/ CONC. 45-BEND W/ CONC. THRUST BLOCK THRUST BLOCK MIN. 12" VERT. FULL LENGTH SECTION CLEARANCE OF 8"PVC WATER MAIN NOTE: ALL BEND TO BE RESTRAINED IN BOTH DIRECTIONS PER A.H.J. REQUIREMENTS TYP/CAL WATER MAIN DEFL ECT/ON DETA/L (NOT TO SCALE) y 8"PVC V.8"PVC 8"PVC STA: 0+00- TOP EL:113.74 INV. IN:109.19 - INV. IN:109.06 INV. OUT:108.99- - - - =EX. FIRE HYDRANT /j852i CONNECT 6"PVC TO CAP EX. \ LA T. N28.268422' STATIC: 55 PSI EX. S.S.M.H. AT ��WATER MAIN 14 �_Y� LONG W82.187279' �V - NEW FIRE HYDRANT INV. EL:105.50 / / W/ GATE VALVE �II WATER SERVICE _ WATERMAINMANHOLE S-13 RESIDUAL: 45 P4 III \ � FLOW.' 1,96.' GPM � 20 PSI CLEANOUT STUP W/ G.V. &_ _ S_16 ,: I Nv:los.00 �� TEMP. BLowoFF - - - - �� I TOP = 113.39 III F.D.O.T. DRAINAGEM ®IIE�1T "B" MANHOLE I _ �; = � 7 = = - _ �,r = = I - INV N. = 106.43 III HATCHED TDPL4�d�)3.74 TOP = 113.34 _ _ .WATER INV S. = 106.49 III INV N = 1019 99 °'SALVE-'�8„w- - -8"w - INV E. = 106.79 INV N. = 104.97 III INV S. EX WATER MAIN & OMPOU ID METER NO TE. PER CITY OF ZEPHYRHILLS REQUIREMENTS, THE COMPOUND METER SHALL BE COMPOSED OF: - NEPTUNE HIGH PERFORMANCE PROTECTUS III STAINLESS STEEL (S) FIRE SERVICE METER NEPTUNE MACH 10 ULTRASONIC METER MANUFACTURER CUT SHEETS FOR THIS COMPOUND METER CAN BE FOUND ON SHEET C-8.3. F.D. O. T. DRAINAGE NOTE 10 CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. IRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. ;ONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL E MADE AND STORMWATER FLOWS THROUGH THE �UBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. IRAINAGE PERMIT HAS BEEN ISSUED. ZEPHYRH/LL S UT/L/TY/VOTES .- 1. ALL SEWER MAINS SHALL BE SDR 26 GRAVITY SEWER PIPE. 2. PROPOSED WATER AND SANITARY SEWER SYSTEM(S) ARE TO BE PRIVATELY OWNED AND OPERATED. 3. FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH NOTE #40 ON SHEET C-2.1. PER THIS NOTE, THE BARREL SHALL BE PAINTED RED, AND THE CAP SHALL BE PAINTED ACCORDING TO THE RATED CAPACITY AT 20-PSI RES. PRESSURE. 4. METER AND BACKFLOWS FOR DOMESTIC/ IRRIGATION CONNECTIONS WILL BE PROVIDED BY THE CITY OF ZEPHYRHILLS FOLLOWING PAYMENT OF THE INSTALLATION/IMPACT FEES. OWNER/CONTRACTOR DOES NOT NEED TO SUPPLY THIS ITEMS. 5. FIRE BACKFLOW (DDCA) SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. A WILKINS DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHOULD BE UTILIZED. LEGEND EXISTING SANITARY SEWER __SS - - -Ss- - -ss- EXISTING WATER LINE 3 -W- - -W- EXISTING POWER LINE - - -OHP- EXISTING STORM SEWER --.. -- - EXISTING NATURAL GAS ---G- - -G EXISTING TELEPHONE EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING TRANSFORMER PAD TRANSz PROPOSED FEATURES --- _ PROPOSED CONCRETE CURB & GUTTER -- PROPOSED BUILDING PROPERTY LINES - - PROPOSED SANITARY SEWER -8"SS PROPOSED WATER LINE 8"W PROPOSED UNDERGROUND UE ELECTRICAL LINE PROPOSED GAS SERVICE LINE G PROPOSED MANHOLE Q PROPOSED CLEANOUT COS PROPOSED FIRE HYDRANT PROPOSED GATE VALVE H PROP. CONCRETE THRUST BLOCK PROPOSED TRANSFORMER PAD PROPOSED WATER/SEWER -' SYSTEM EASEMENT - - - - - - - - - -' INV S. = 105.14 _ -�I / - APPURTENANCES I III INV E, �� N PLACE (TYP.) ABANDONED J 1 II UTILITY PLAN INV E. = 105.09 L = �� l�� � _ �, I I I III I GRAPHIC SCALE II I I I III 40' 0 40' 80' 160' EX. FIRE HYDRANT #8526 LAT N28.269710' li LONG: 1&82.187471' STATIC. 55 PSI RESIDUAL: 45 PSI FLOW 1,652 GPM 9 20 PSI REFER TO SHEETS C-0.1 & C-2.1 FOR CONSTRUCTION NOTES (IN FEET) 1 inch = 40 ft. 10 LU F- Q � U0.9 -� � m Q Z 4' i W U) > w C) Z �,\: A Y Le * ' No. 52896 * ' -O S T OF •'�� F••••••... . ` SS�4NA L ENG.``�• ///0 111111111\\\\`\ z a UO W � E- o 114 CC W W W U) Q LI O F ai d F- W U N O C% O Cd w a Z o E-F A p° a A I"•1 � z r>4i � U W m A ow a EC rn d o L1 E- E' - E- 11 E--I z o 0 U z -Ad U /) a• a, �a o o o t� � U E c Z o �y Ia-1 U Cn U tV I Crj G Gc7 U a.: Q5 ao, ""r .•r .-4 "••1 .-t .-"I Ck2 C\2 W \ \ \ \ \ \ \ \ dCO\2 � Ln W O O p2 � .I A r t- DO C2 C2 VQ 0 ��z0, �0,,,, 0 .•. �o,,,, 0 �0, EE- F E- F F E'-•r H F z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE UTILITY PLAN SHEET NUMBER C-2.0 HOA JOB No. 2020-1 - - '- - ' - 1 1 . I I -- ' _ - REFERENCED DA TA 1. TOPOGRAPHIC SURVEY WAS OBTAINED FROM MAURICE W. BELL, PROFESSIONAL LAND SURVEYOR , AND PERFORMED BY MAURICE W. BELL, DATED 05-22-2020. 2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM AND PERFORMED DATED 3. ALL ELEVATIONS ARE REFERENCED TO - , THE HORIZONTAL DATUM IS BASED ON GPS OBSERVATIONS TAKEN FROM THE NATIONAL GEODETIC SURVEY CONTROL STATION S37-152. FLORIDA STATE PLANE GRID SYSTEM - WEST ZONE. 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR. 5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY __ , REFER TO REPORT DATED 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 7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP, AWWA, NSF, AND CITY OF ZEPHYRHILLS. 8. 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. 9. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 10. 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. 11. 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. 12. 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. 13. 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. 14. EXISTING CONDITIONS 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. 15. 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, 16. 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. 17. ANY PROPERTY CORNERS MONUMENTS, R BENCH MARK WITHIN THE PROJECT AREA SHALL PROTECTED UNLESS E 0 BE C S E LL BE 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 REPLACE/RESTORE 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. 18. 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 19. 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 FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 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. 20. 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. 21. 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. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/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. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. CONSTRUCTION SAFETY 24. 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. 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. RESTORATION 26. 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. 27. 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. 28. 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 1.4X1.4 W.W.M., ALL IN CONFORMANCE WITH MACDILL DESIGN GUIDELINES, LATEST EDITION. ACCESS/MAINTENANCE OF FACILITIES 29. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 30. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 31. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIALS SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 32. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO END OF PIPE. 33. 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. ll A = 34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 36" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. ALL WATER MAINS ARE DR-18 PVC UNLESS OTHERWISE NOTED. 35. FURNISH AND INSTALL 10 GAUGE TRACER WIRE ON ALL MAIN PIPELINES. WIRE TO EXTEND INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE FINISH GRADE. 36. WATER SYSTEMS R T T MINIMUM F 1 - E S ARE TESTED 0 A N MUM 0 50 PSI FOR TWO-HOUR DURATION AS PER AWWA C 600 STANDARDS. 37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MAINS AND HAVE A FIRE DETECTION METER AND A FIRE LINE BACK FLOW PREVENTION ASSEMBLY (BFP). ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER W/ RPZ. 38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES. ANY EXCEPTIONS TO THIS WILL REQUIRE CITY OF ZEPHYRHILLS APPROVAL. WHEN ALLOWED BY CITY OF ZEPHYRHILLS, HOT TAP ("WET TAP") CONNECTIONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE CITY OF ZEPHYRHILLS INSPECTOR. 39. WATER TAPPING SADDLES SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY COATED STEEL WITH STAINLESS STEEL HARDWARE. TIE STRAPS AND BOLTS SHALL BE CORROSION RESISTANT ALLOY STEEL. FULL CIRCLE STAINLESS STEEL TAPPING SADDLE SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER AND FORCE MAIN CONNECTIONS. 40. ALL FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007). CAPS SHALL BE PAINTED WITH REFLECTIVE -TYPE PAINT. BARREL COLOR DISTRIBUTION SYSTEM TYPE YELLOW PUBLIC (POTABLE) RED FIRE PROTECTION (POTABLE WITH BFP) PURPLE RECLAIMED (NON -POTABLE) CAPS RATED CAPACITY (AT 20PSI RESIDUAL PRESSURE) LIGHT BLUE 1500 GPM GREEN 1000-1499 GPM ORANGE 500-999 GPM RED <500 GPM SEWER 41. ALL WASTEWATER FORCE MAINS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 42. 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. 43. MANHOLE FRAMES AND COVERS, AND C.O. CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE. 44. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN PAVED AREAS, ABS IN UNPAVED AREAS. 45. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE C11Y OF ZEPHYRHILLS MUST BE AT LEAST " FOUR INCHES 4 A EIGHT INCHES I DIAMETER, Y E AND E G NC ES 8 N D AME ER RESPECTIVELY, EXCEPT LATERAL SEWER LINES WHICH SHALLB 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 F ( ) E E TE OR BU LD NG WALL OR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTER A MANHOLE. 46. A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE C11Y OF ZEPHYRHILLS POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS CONNECTING INTO THE CITY OF ZEPHYRHILLS'S UTILITY MAINS. 47. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE WITH KOR-N-SEAL CONNECTORS. 48. ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE PAINTED MANOR HOUSE BROWN (SHERWIN WILLIAMS). 49. CONTRACTOR SHALL COORDINATE WITH CITY OF ZEPHYRHILLS ON THE LOCATION OF THE LS DRIVEWAY BEFORE INSTALLING. UTILITY SEPARATION 50. 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. 51. 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. 52. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY 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. MAINTENANCE OF TRAFFIC 53. 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. 54. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW. DOT. STATE. FL. U S/RDDESI GN /DS/1 4/STDS. SH TM. 55. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 56. 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 OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 57. 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. 58. 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 59. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) WEEKS NOTICE TO THE OWNER PRIOR TO CONNECTING THE NEW WATER MAIN TO THE AFB PUBLIC WATER SUPPLY (AFB-PWS). THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING EACH CONNECTION WITH THE OWNERS OF THE PWS TO ENSURE THAT THERE ARE MINIMAL INTERRUPTIONS TO EACH SYSTEM. 60. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND/OR INSPECTED PRIOR TO BACKFILL COMPACTION, ROAD BASE INSTALLATION, OR RESTORATION. 61. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 62. ALL ROCKS OR STONES LARGER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE BACKFILL MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2" IN DIAMETER. 63. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO FDOT'S STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE CONSTRUCTION, LATEST EDITION, AWWA, NSF, AND THE LATEST CITY OF ZEPHYRHILLS STANDARDS, UNLESS OTHERWISE INDICATED. 64. [ENGINEER TO ADD MO 65. ABANDON PIPING IN PLACE: 2" AND SMALLER CAP AND ABANDON IN PLACE. 3" AND LARGER CAP AND GROUT FILL IN PLACE. UTILITY NOTES 1. EXISTING WATER MAIN LOCATIONS ARE BASED ON THE "TOPOGRAPHIC SURVEY", PREPARED BY SIMMONS, BEALL AND TREABOUR, LLC PROFESSIONAL LAND SURVEYORS & MAPPERS (LB #8382), DATED 06/01/2021. 2. EXISTING SEWER SERVICE LOCATIONS ARE BASED ON THE "TOPOGRAPHIC SURVEY", PREPARED BY SIMMONS, BEALL AND TREABOUR, LLC PROFESSIONAL LAND SURVEYORS & MAPPERS (LB #8382), DATED 06/01 /2021. 3. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES AND OTHER FEATURES PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATIONS REQUIRED OTHER THAN SHOWN ON THE PLANS. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE PLANS. 5. CONTRACTOR IS RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 6. SEE ARCHITECTURAL / MECHANICAL ENGINEERING PLANS FOR ANY PROPOSED FIRE PROTECTION DESIGNS & SPECIFICATIONS. 7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. 8. ALL PROPOSED DOMESTIC WATER MAINS SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 9. ALL PROPOSED RECLAIMED WATER MAINS (DENOTED AS RCW), IF PROPOSED, SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 10. ALL PROPOSED FIRE SERVICE LINES SHALL BE C-900 DR-14 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 11. ALL SANITARY SEWER LINES SHALL BE SDR35 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). ADDITIONAL UTILITY NOTES: 1. ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND, FROM ROAD RIGHT-OF-WAY TO TRANSFORMER LOCATION. ASSOCIATED COST BY UTILITY CONTRACTOR. 2. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. 3. ALL DOMESTIC AND SANITARY LEADS TO BUILDING SHALL END AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND EXTEND AS NECESSARY). 4. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF EXISTING SEWER AND WATER LINES TO WHICH THE PROPOSED LINES WILL BE CONNECTED TO PRIOR TO DOING ANY OTHER WORK ON SITE. THE RELOCATION OF ANY WATER/SEWER FACILITY REQUIRED TO AVOID ANY PART OF THIS DEVELOPMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. CONTRACTOR SHALL COORDINATE DRIVEWAY CLOSURE WITH PROPERTY OWNER, IF CLOSURE(S) IS DEEMED NECESSARY FOR CONSTRUCTION. 6. REFER TO THE MECHANICAL/PLUMBING DRAWINGS FOR ALL UTILITY TIE-IN LOCATIONS. 7. EXISTING UTILITIES LOCATED IN AREAS OF PROPOSED GRADING SHALL BE RAISED OR LOWERED AS REQUIRED TO ADHERE TO NEW GRADE. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL UTILITIES AND COMPLIANCE WITH COVER REQUIREMENTS PER THE UTILITY PROVIDER FOR FINAL ELEVATIONS. 8. EXISTING SEWER LINE FLOWS MUST BE MAINTAINED THROUGHOUT SITE CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL WORK WITH EXISTING SEWER AUTHORITES. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ANY NEW SEWER TO REROUTE THE EXISTING SEWER AND THE NEW SEWER SHALL BE APPROVED BY THE UTILITY PROVIDER AND ALL BONDS, EASEMENTS, AS -GUILTS, OR OTHER REQUIREMENTS MET PRIOR TO PUTTING THE NEW LINE IN SERVICE. 9. ALL CONSTRUCTION TO CONFORM TO THE APPLICABLE CITY OF ZEPHYRHILLS SPECIFICATIONS AND CONSTRUCTION DETAILS. 10. CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE LOCAL POWER, TELEPHONE, AND CABLE TV COMPANIES TO DETERMINE EXACT ROUTING OF EACH UTILITY SERVICE TO THE BUILDING OR SITE IMPROVEMENTS. 11. CONTRACTOR TO SEE ELECTRICAL PLANS FOR COORDINATION WITH SITE LIGHTING AND TELECOMMUNICATION REQUIREMENTS. FIRE HYDRANT TEST DATA: ON 03/17/2021, MR. JOHN BOSTIC, UTILITIES DIRECTOR FOR THE CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT PROVIDED FIRE HYDRANT FLOW TEST DATA FOR HYDRANTS AROUND THE SUBJECT SITE. FLOW WAS MEASURED ON TWO (2) EXISTING FIRE HYDRANTS: F.H. #1255 LOCATED NEAR 6585 N. DAIRY ROAD & WIRE ROAD, LOCATED WITHIN AN EXISTING DITCH, AND F.H. #1256 LOCATED NEAR 5251 N. DAIRY ROAD & WIRE ROAD. BOTH OF THESE EXISTING FIRE HYDRANTS ARE CONNECTED TO THE EXISTING 12" WATER MAIN THAT THE PROPOSED DEVELOPMENT IS PROPOSED TO CONNECT TO. FLOW TEST DATA WAS RECORDED ON BOTH HYDRANTS AND RESULTING INFORMATION IS AS FOLLOWS: FIRE HYDRANT #1255 STATIC PRESSURE = 60 PSI RESIDUAL PRESSURE = 50 PSI FLOW ® PITOT READING= 1,060 GPM FLOW 0 20 PSI= 2,240 GPM FIRE HYDRANT #1256 STATIC PRESSURE = 60 PSI RESIDUAL PRESSURE = 50 PSI FLOW 0 PITOT READING= 1,060 GPM FLOW 0 20 PSI= 2,240 GPM *NOTE: A COPY OF THE FIRE FLOW TEST RESULTS PROVIDED BY THE CITY OF ZEPHYRHILLS CAN BE FOUND IN THE LOWER RIGHT-HAND CORNER OF THIS SHEET (C-2.1). FacilitylD HydrantZ one Hydrant# STATUS INSPECTOR INSPECTION DATE LATITUDE LONGITUDE Address CrossStreet Manufactur Model BarrelDiam PUMPER HEIGHT STATIC RESIDUAL PRESSURE FLOW GPM FLOW PSI FLOW AT 20PS1 FLOW MINUTES RESIDUAL HYD ID NUM BONNET COLOR wH-Y-08525 Y 8525 OPERATIONAL NICHOLAS OLIVER 08/02/21 28.27102482 -82.18729530 7800 GALL BLVD PRETTY POND RD AMERICAN DARLING B-84-B 5.25 19 55 45 920 30 1810 1 wH-Y-08526 BLUE wH-Y-08526 Y 8526 OPERATIONAL BREN DON WRISTON 08/02/21 28.26971100 -82.18747130 7780GALLBLVD PRETTYPONDRD AMERICAN DARLING B-84-B 5.25 11 55 45 840 25 1652 1 wH-Y-08526 BLUE wH-Y-08527 Y 8527 OPERATIONAL NICHOLAS OLIVER 08/02/21 28,26842182 -82.18727860 7600 GALL BLVD PRETTY POND RD AMERICAN DARLING B-84-B 5.25 20 55 45 1000 35 1967 1 wH-Y-08678 BLUE wH-Y-01255 Y 1255 OPERATIONAL NICHOLAS OLIVER 08/11/21 28,26772962 -82.18477050 6585 N DAIRY RD WIRE RD AMERICAN DARLING B-84-B 5.25 20 55 50 1130 45 3232 1 wH-Y-12009 BLUE wH-Y-01256 Y 1256 OPERATIONAL ANTHONYSTUART 08/11/21 28.26909282 -82.18477550 5251 north dairy rd Wire rd AMERICAN DARLING B-84-B 5.25 18 65 50 1060 40 1919 1 Wh-y-01257 BLUE wH-Y-01258 Y 1258 OPERATIONAL NICHOLAS OLIVER 08/02/21 28.27082692 -82.18563030 7810 GALL BLVD PRETTY POND RD AMERICAN DARLING B-84-B 5.25 20 55 45 1000 35 1967 1 wH-Y-01259 BLUE **Note: Flow Test Results provided by the City of Zephyrhills, Mr. John Bostic, Utilities Director, via email on April 12, 2022. U) W H Q � V CY) U) U)' 0 Z U 25 L U) W .SEAL * ' No. 52896 -o S T OF z1//j/0NAL S . \�. S• E���`� on U U CQ C''9 � W Ey W�E:a E A Z W W a IR C rn d = U E F- U C,I W W N O in CL W 0 C W � u>a W d A Pci O z � a �I O � H A I Q'i Gc7 A pw O U E m ado � c� � c i I E- z"' DRAWN BY CHECKED BY I TLF RCL DATE 06/29/2020 SHEET TITLE UTILITY NOTES SHEET NUMBER C-2.1 NEW ROAD LIMITS - - OF DISTURBANCE a 0 60 ACRES - - - (+ ) r -_`- - -' --_ - - - - --•--- ____ - - - - - D.I. TYPE-KNA-1� 1+2}.75 \ I �£IdCHMA19K ���r- _ N FDOT I-D55 y w o o I LIMITS OF 5/8- IRON ROD SE I 10 -LIMITS OF ' 00 \ DISTURBANCE LB#6382 CA o I AD.I. TYPE-C D.I. TYPE-C DISTURBANCE �' J-2 ELEVATION: 106.29 J_3 D.I. TYPE-C EX. D.I. L-1 WITHIN THE EXISTING DETENTION POND, IN ACCORDANCE I ✓1p2� -- - J-4ti1os WITH THE ORIGINALLY APPROVED STORMWATER REPORT FOR 1000 106 tos 106- LIMITS OF THE OVERALL ZEPHYR COMMONS DEVELOPMENT, ASSOCIATED - - - - --- - - - - - - -- - - -__- - - -_-__ - - -_ - - _ - - - p3 - __ - - - - DISTURBANCE 18"HDPE 18"HDPE. WITH ERP32080.000 AND ERP32080.001. / '�3b- - �\ - - - -%%l - - - - -Yy - s - ° - I 1 I �i •°o ado. - l Or- �p�o �o ss o`�' it �o S� �o I J.B. I H-4 , D.I. 24.NJO 93 TY,POE-sr C J-1 d ✓O, s9 \ , OSe NP 10p.5t+ do 1II °+ "HDPE-- O 18"HDPE4 0 S -- °sOI I - 0 + 107.90 f �I _-- __ _ -- tos.2sf DL'TYPE-c ll ALTERNATIVE PIPE MATERIALS NOTES Ave d N EX. PIPE J ` I'�° �QF ^O 1c,01 �° - -_ �� - 107 �a`� \ 'Os I ( rn - H-1 'nAve 3 C.I. TYPE-s c N`°J•e. I ...o�ry _ _X°h / .-- - _..----- -_+to _-- +147.1s+T -- .., - x'`° _ •' � '' I I + = i/TJ.B. THE FOLLOWING PIPE MATERIALS MAY BE USED AS STORM SEWERS UNDER THE l IA a-lA,C,C, s,( 3 EXISTING H-2 Q - 75+ -_ _ +107.75+ +107.75+ - �1e7.�5+ x \ - x, I I L-2 FOLLOWING CONDITIONS: a�Fae ::. H-3 \ `Oo I --- - 6 70 18"HDPE O STORMWATER POND kI ,07 107 �, 11 s o 1. RCP CLASS III (ALL SIZES) ' Ave W ;Rktn �, m f4u•ida4 (ERP 32080.000) I O IN' 99.7 ,� D.I. TYPE - �° s \ I ss� �.°�I 2. FRCP CLASS III (ALL SIZES) Hie y ` o_ og \ I + .ore Or Pinata .� .�... ..-.. _ O rn Y $ a I ^� H-g o WHO DE o - 3. APPROVED PLASTIC PIPE TYPES INCLUDE: m .n f g = si.,r..a Lephyrhdts Taa + U + - f(� [J �, 1 y 7 ri r 92020 M"rosOR C0r rMion 2�2[I MERE R;('� \ z o D 01 8e °4I I o A.) ADS N-12 WT IB HDPE (4" - 60') o __ 107.96 107.33 107.96 107.33 107.ss I x � >al �+ I B. ADS HP STORM POLYPROPYLENE 12" - 60" +1 1 0 I - 0 1 R & o ) ( ) Cl?5-- 5� �" "� �+ D I D.I. TYPE-C °s lo7.so 4. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF LOCATION MAP O V Og/ I 1p C r7 [7 M-2 Fos , I I RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. NEW ROAD LIMITS O LIMITS OF , _ - h I ob l I 0' 107.96' Tom, I, ,o o I I 5. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE DISTURBANCE y �_- - - - 107.96 OF 1,� I 3.79SLOPE _____ s + I STANDARDS (MORE STRINGENT SHALL APPLY) ARE TO BE INCORPORATED WITH + II � I o i I (_ 0.60 ACRES) DISTURBANCE I . � S I x -I� f I I- \ THE SELECTED PIPE. (;_, ' 7 Z EX. PIPE 0a I`� - D.I. 107.25 I �°" `._; = I f I 6. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. -. I �e-1 I I}I x f F.F.E.=108.00 FT. GJ K-1 x Ile I 7. CONTRACTOR TO VERIFY LOCAL JURISDICTIONAL REQUIREMENTS PRIOR TO BIDDING *,/ 107.64 I I AND STARTING CONSTRUCTION I x, 6` O ^WI 107.50 . I r J 07.04 ♦ C.I. TYPE-6 I O ^ `�' 1 i� I , j , 06.24 107.90 107.90 107.90 107.90 �O - 107 B-2.1 / I I 0 107.90 107.90 Qw 107.14 z- ® _ 25% SLOPE O F.D.O.T. DITCH BOTTOM \p6 - INLET TYPE-C W/ 7" SLOT _ - ,0 I i �x I y0 N 106.14 -- �/� ON EAST & WEST SIDE OF - - - - -!J, S 106.80 1 107 +107.05+ 107 107 r107.83 FF,I y �I THE INLET STRUCTURE - CONNECTOR R D > : 6/ IS�9 106.95+ -1106 96. - - 1101 - - - - +106.95+ +4 ,07.15 y� � 61 I I - - fEA/A FLHJLY) ZPYVE AE PER 106, B_B 18 HDPE �O I I I ° o - - - - - - - +106.85+ �'^.'S+ �106.85+ �906.$5+ - , +1 I D.I. TYPE-C �LQINP CASE Na 2o-as--BQ° a� INACCES` ., D.I. TYPE-i I D.I. TYPE-C 106 106 ° :.I� , 1oa ` - - - - - - - - - -- - K1 H-6 ?x. " ` 18"HDPE + 18"HDPE x I 4' CONC.- `06.00 LIMITS OF CO (0a 107 y O 24 HDPE D.I. FLUME UUU"' y� DISTURBANCE \ 1 ti o� D.I. o oh o`D H-11 107 m110.83 � // - _ � I � ' 06. 'y � �� •� H-9 D.I. $ _ N• 106.90 S O H-10 10y91�1 110.75 UTILIZE DOME GRATE \ �y I- 106.77 106.88 1 -- - - - - - -_ -_- -_ - -- INLET FRAME/COVER ,� 109 k - - - - 18"H PE r� "< - - - - // Vr = j9v1o'O''. s� �00 °.� 106 `°6 y°s °S 6>, 10 .6 s� 107.02 °sue GRATE INLET ti 110.30 " 109.70 a �o-- - - - - -'1� �O- - - - _ Q� 18`HDPE o x UTILIZE DOME 9+ VV. INV - 10 O % - °d °n 107.08 FRAME/COVER 110.931�� I I\ III _ Q I . INV - 100.1 ios 6?R �y - ,°� o I I A ti 1.10 06 O OHO D.I. TYPE-C 111 - y qO �' INV = 91.30 D.I. TYPE-D D.I. TYPE-C H-7 \ 107 H-12 w 110-+I I 109,00 - - I B-3 , C-2 $ 109.82 J.B. A-2 �` r 70, '°G + o Osx p� 112.23 111. 10 FDOT INDEX X NNN �� O 111.23 110.43 06 N0: 425-001 yi0 O D.I. TYPE-C I v ' ,1 SLOPE cli .'` & 425-080 �j M I P-1 I ' ,08.71 - 112107 10112.33+107 107 107 - ,12.5107451-- +t07.,5+,5+ +14139+ MK 111.ss1o,o8s1 +e7:75+,07:�§+ +1 107.751 +107.75+ +1e7T§�;.+ 0 .- Q<v I i 1111.69 A : • I +it�r1:87 - 1 k,10. 07 108.6 1S O -11.60 08.5, 27% SLOPE ao� �G D.I. TYPIE -C LIMITS OF m 1L-4 J 109.71 DISTURBANCE 10961 109.78108107.7.96 107.96 109.66 50 I od Iro l `ry ,�O +LIn n a BD.I. TYPE-C � C 7 �+ Io 0 ;�T - - - - Ip,,,22 ,07++,G7.05+12.67 107 0 (D 6.9% 2F--7----3%6 ', I 112.79 II� 12.s>O 1 7.65 79 I n' + 111.29 1 1.0 I -- \ I I II I I I I \ + 0 36" J_B. I l y 79r I n T. r - �,x �S 109.05107.90 I07.92.F.F.E... . 109.03 +-++107.910793 �10950 8v • ^O 1 1 IIIII '' oW0 I 109.0aZ3 .T- - ,o8.aa y�n Ao a^N + OIII _ L. C' 1127Ni+v - .•'C�-.Ji N L-_tC \5 0 �. -.,. 1_0-•O ^ 'Ir a�y tl a^ -II - I J.B.II D.I. TYPE-C DI ILL 6 DCGEINLETFRAME/COVER NLE7 FRAME/O 107 107 --+10"0+109.96LZ106.70 .00 106.90109.61 J.B.106.70 -Xy 109.96 ,06.60 NSF ZEPHYR COMMONS 106.60 106.25 9MOUTPARCELS, LP .+OD106.3a10 0 _ 106.38 112.75 112.75 F.F.E.=11L-6 1 12.75106.46 NCHMARK o + L J + t t\� UTILIZE / 106.38�k NLETFRAME/COVER LB#6382 INLET FRAME/COVER � 8NCHMARK iII ROD SET UTILIZE DOME GRATE / \ p \p6 ELEVA PON: 1 7 o + \ -UTILIZE DOME GRATE D'I' INLET FRAME/COVER �\ o O - E-3 105.18 'NOro 1 \ \� D.L.PE-C I to I III yo + ,O9 60 ---- -� 'os F.F.E.=11f.75 FT. I. I III B-7 �� + n x Oy. - --- ,05.06 - - O 112.75 1 w s `$ III /� li I 30"HDPE � - D.I. ,8"HDPE 18'HDPE x 112.75 - �- Q D.I. I 91* -- E-2 -106 104.50 106 105 / •a 106 E-5 112.75 I I 108.70 r - 109.96 .0 ;, _ ,6ti�� �-toe tos 1oB I - - LIMITS OF - DISTURBANCE F.F.E.=110.00 FT. �°j'1,°' 110 110 110 11z.s4 SF ZEPHYR COMMONS, LI-' I G - L -� t�1o• „z.7s TW:111.3 S 65+ F 1,0 85� +41-0.85+ I z k - ;.I - 1x z l �i 111 +1,�76+ 111 +110-75+ - I III I Bw:los.s0 0� + o - - - - III o° y y 1 > > 9L' try. I u - fl "7 MODULAR BLOCK O" x: x 112.20 1. DEVELOPER 1 2. CIVIL ENGINEER LIMITS OF DISTURBANCE \ D.I. TYPE-C L-7 I I / TRACT K I I LL T RETAINING WALL .yiti 112.79 I I I I� .,4, � I � y ^ , ❑ 111.90 111.90 111.90 111.90 11Li 0 - y s � I i I � _ * ^ I � 11,.so , - - I �� e-8 0 I514;' rn , 111.7s.O `P` \,,. - - 1,2.20 - D.I. TYPE-C I 4' CONC. l I DGE OF J O FLUME ,v , °9 S 111.96 - _ 111.66 111 I ill .50 t0 '✓EMENT = 1, o `�- o 1 TI^ INV = 104. i7 I 111.ss• �o {O 112.1p J.B.- D.I. TYPE -Le L� F.F.E.=112 00 FT. !. I - - - =- = ' i� I D.I. TYPE III y1 I'141 - NV �el OJ ,'0 1o9.s6 w F-1 /' D 111.96 111.ss 111.10 I J.6. A 2 ALTERNATE PIPE MATERIALS NOTE: LI I E. 103. ° 11j.33 111.96 D I A MO , ,,, �110 FDOT INDEX 109.25 r10:42b �01 I .�6 D.I. TYPE-C cO - A 111.04 �- _ �2 w I 1. APPROVED PLASTIC PIPE MATERIAL TYPES INCLUDE: b. CONTECH A-2000 PVC (4"- 36") I' S - + 9 -C_ �0 +127.80+ 11�� +113.i7 I w xl C. HANCOR SURE-LOK ST IB HDPE (4" - 60") III ` I 5 - 112 I --� - - - ,O`y *N1>--+1},:--�I-,fTr5+.. }99:75+ - +1,1.75+ ..,, tee.._ '� -.a. I '\ -;-r�,�-orT.11:75+ +111.75+ N1.�5�- 112.55+ f d. ADS HP STORM POLYPROPYLENE (12" - 60") III I - - - - -- .,, - -- L j +�1f5+ _ fT. 112.38+�' �� , 7 +112.67 tiff i5+ � p 2. FINAL APPROVAL FOR PIPE MATERIALS SHALL BE - _ I •6, �,q111 111i 111 111 > t .87 W' AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO I I s ° Y° x /0, nn g - UTILIZE DOME GRATE a CONTRACTOR PURCHASING MATERIALS FOR II ( I A ED CJF F INLET FRAME/COVER of.87 O ,';I INSTALLATION. II o 0 6 0�O 08 1 PAV T 1 1314 D.I. TYPE-C ` D6 5 D.I. TYPE-C >`7 26 N `I� L (n J I -EDGE OF �� ° �� I 10 6 8-12 B-15 '' cb I �`Ni j - _ Y „4.sz 1,2.g�J I 3. MANUFACTURER'S PIPE BEDDING REQUIREMENTS OR II r I 30"HDPE O LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER II Q IIII I' I PAVW NT = 112.38 _ o ,, �,ti -Sys �,� EDGE OF h"' La - �j "( { �, I 12"$o Wx x OR^O• , -^o• gyp. _ ----- @S ---- 1 3) \\ I x 11350 F, IS MOST STRINGENT, SHALL BE INCORPORATED WITH III IIII _ -MV 106.5C' J.B. __ yy0 D.I. TYPE-C D.I. TYPE-C PAVEMENT = 1 ! D.I. TYPE-C +11 .2 + 112.00 "--113 ,y '"" �i THE SELECTED PIPE. II f I ` D.I. TYPE-C g-11 30 yDp �S B-13 \ B-14 8-16 / �� " i i x II III IIIIV I INV 104.8 B-1C ( l A., � 1V = 109.E � J.B. a- 0 365 ., D.I.- �g o� �O h 110.80 , h > O y + FDOT INDEX o ` �� i L-10 4. LOCAL JURISDICTIONAL PIPE MATERIAL RESTRICTIONS I l 8 _ 4 �h `° °9 '0 ry 00 N0 a25-00 SHALL GOVERN. I 1 Ilo"J F_ - O .79 °B - - - - - - - -- -- - - - - - -- - - - fl - ---- -cS-y" C�---- �� - - - -- - - �� x ----- --Jx- - S- - -- - - -- 30"HDPE _ _30"HDPE_ 30"HDPE " I 1 -� -� - � ��- - i11 � 111 -. 111 111 - -' - - - 111 18 HD E---- 1 5.50 5. CONTRACTOR SHALL VERIFY LOCAL JURISDICTIONAL I 110 111 4' CONC. 1,5 � ( FLUME �1 �716 REQUIREMENTS PRIOR TO BIDDING AND '� I*'\L 112 113 113 112.25 113 1h COMMENCEMENT OF CONSTRUCTION. �` 114 _114 114 _ y 113.20 \ I'=- �� - -- - Q --- - --- --- - -FLUME-_ - - - -_ �` n 113.14 - h 114.51 TW:114.00 - - -- --- ! "-E3-17 - UTILIZE DOME GRATE C') LIMITS OF - - 18 ADS '1 / 15 ADS DISTURBANCE�� INLET FRAME/COVER CL` 113.38 ��- l i�f 114.75 BW:111.00 113.12 LIMITS OF J.B.�' J.B LIMITS OF 36" ADS DISTURBANCE - - 113.14 C 1 MODULAR BLOCK 11312 113.36 15 ADS 18 ADS REPLACE EX. FDOT J DISTURBANCE \ 114.51 RETAINING WALL u \ REPLACE EX FDOT Know what's below. Call before you dig. THE LOCATION OF ALL UTIU71ES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM OBSERVATIONS AT 7HE STE AND/OR FROM THE UTILITY OWNERS. HAVES, GIPSON & ASSOC.. INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U71UTY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. FL LAW REWIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT WITH 714E PROPOSED IMPROVEMENTS N.P.D.E.S. NOTES - - - - - - - - - - - - - __ ---- - _�- TYP - - - - - - - - -- TYPE-6 S 70P - - - - -1 ND - - ---� E - - - - - - - - - - - -- - - M.H. FRAME/COVE - M.H. FRAME/COVER - - - - - - - - -,� � FRAME/COVER 113.10 'af 114 115- /` E�x1c.l. SF ZEPHYR COMMAS \� 113.00 t EX. C.I. 1`.00 / III 66 R-1 /� OUTPARCELS,E OF UTILIZE DOME GRATE D.I. TPE-C PAVEMENT =113.32IEDGF-[QE.T. DRAINAGE EASEMENT "B" D.I. INLET FRAME/COVER R-2 0-2 E. INV = 105.60 III PAVEMENT(IQtfi OUTLINE) - LIMITS OF i UTILIZE DOME GRATE III E DISTURBANCE ��� INLET FRAME/COVER I II N EARTHWORK RESUL TS NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street, Suite 201 West Palm Beach. Florida 33401 Phone: 561-578-8700 HAINES, GIPSON & ASSOCIATES, INC. 1550 North Brown Road, Suite 100 Lawrenceville, Georgia 30043 Phone: 770-491-7550 GRADING & DRA/NAGENOTES 1. ALL SIDEWALKS AND A.D.A. ACCESSIBLE ROUTES ARE TO BE FIELD CHECKED WITH A SMART LEVEL DURING CONSTRUCTION. THE MAXIMUM ADA CROSS SLOPE IS 2%. THE MAXIMUM ADA LONGITUDINAL SLOPE IS 5%. 2. SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT STANDARD PLANS INDEX 425-010. 3. THE FINISH FLOOR WILL BE FLUSH WITH THE SIDEWALK AT ALL DOOR LOCATIONS. FD.O. T. DRA/NAGENOTE NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL BE MADE AND STORMWATER FLOWS THROUGH THE SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. DRAINAGE PERMIT HAS BEEN ISSUED. TOTAL SITE AREA = f12.83 ACRES DISTURBED AREA: • Multi-Familyy ±12.7 Acres • Connector Rd. = 10.8 Acres • TOTAL Y. T TCM ERP44032080.00 DESIGN CRITERIA *SITE IS LOCATED WITHIN BASIN-1 AND ALLOWS FOR 857 IMPERVIOUS AREA COVERAGE. THEREFORE, 859 OR ±10.63 ACRES OF THE SUBJECT SITE WAS ACCOUNTED FOR IN THE ORIGINALLY APPROVED DESIGN CRITERIA. IMPERVIOUS AREA = ±10.63 AC. (857.) PERVIOUS AREA = ±1.88 AC. 05%) POST -DEVELOPED: IMPERVIOUS AREA = ±7.68 AC. (60.0%) PERVIOUS AREA = ±5.15 AC. (40.0%) 9x STORMIIATER MANAGEMENT.• STORMWATER DETENTION FOR THE SUBJECT SITE IS PROVIDED OFFSITE VIA AN EXISTING WET RETENTION POND FACILITY ABUTTING THE NORTHEAST N COR ER OF THE SUBJECT SITE. THIS EXISTING FACILITY WAS CONSTRUCTED AS PART OF THE OVERALL ZEPHYR COMMONS DEVELOPMENT UNDER E.R.P. 32080.000. THE PROPOSED MULTI -FAMILY DEVELOPMENT IS IN COMPLIANCE WITH THE ORIGINALLY APPROVED HYDROLOGIC DESIGN PARAMETER FOR WHICH THIS EXISTING STORMWATER FACILITY WAS DESIGNED TO ACCOMMODATE. THEREFORE, NO ADVERSE IMPACT TO DOWNSTREAM PROPERTIES SHOULD OCCUR AS A RESULT OF THE PROPOSED DEVELOPMENT. LEGEND KISTING FEATURES - - - - - KISTING BUILDING------------ ROPOSED FEATURES ROPOSED BUILDING ROPERTY LINES - - - - - - 4,SEMENT LINE - - KISTING GRADES ------ -- ROPOSED GRADES 112 ROPOSED SPOT ELEVATION + 112.50 + ROPOSED REINFORCED ONCRETE PIPE (RCP) ROPOSED HIGH DENSITY OLYETHYLENE PIPE (HDPE) KISTING STORM SEWER - -- - - - - - ROPOSED DROP/GRATE INLET (D./) ROPOSED FDOT OUTLET STRUCTURE TYPE-K ( ) ROPOSED CATCH BASINS TYPE-5 TYPE-6 INLET INLET I ROPOSED HEADWALL (H W.) CUT: ±19,140 c.y. GRADING PLAN 111 = J) �� = _ _% II_ _� J DOTS III o� III i II ZEPHYR COII�fI _NS_O_UTPARCEL ,TjP1 I RIM 114.37 I ili Is IIII FILL: ±30,130 c.y. GRAPHIC SCALE I II I I LOT W. INV = 105.52 40' 0 40' 80' 160, I� ENCHMARK E. INV - 105.47 �lip _j I i III NET: ±10,990 c.y. (Fill) �� NAIL & DISK FD. %n II LB4621 / ICI "Assume Fi//Factor of >. 10(IN FEET) �I ELEVATION = 115.32 III 0 % *Site is balanced within ±0.5-ft. 1 inch = 40 ft. SHOWN ON THE PLANS. 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK RE -VEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENTATION CONTRO DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS MAY BE REQUIRED FOR THE PROJECT. 6. DE -WATERING METHODS OF WELL -POINTING AND DIRECT BURIAL "SOCK" PIP SHALL BE UTILIZED. 7. DE -WATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. N W H Q � U O W co Q 0 Z O a W N w U Z SEAL * ' No. 52896 * =_ -O S T OF S/ONAL E�\ ///'///11111111111\\\\ a W cp E A wo W VR U E CQ F- W WN O CE/] C) kz LLj LU c� 0 a 0 0 U Uj Z o I I C/) U A t O a W � W \ \ \ \ E"F E"F E E 4 z Ci C Cn C41 *z d �- Iz. z� o Hoff4AI=ICp1-� c�7 j O A U U R=r Lea N o W Ch A r I I a.: C*;,. rs0.. W C\2 W W WI!�C\2 CQ d� C2 O Cc�2 CC�2 inCCQ 0 0 0 0 0 0 4.1 a LT. G:l G4 a � a a E E E"E E E E E"H E z DRAWN BY CHECKED BY RCL TLF DATE 06/29/2020 SHEET TITLE GRADING PLAN SHEET NUMBER C-3.0 HQA 4108 No. 2020- 5 J � l Ferm Koss* Rd Kovilk P.d 530 I Tall Ur S/TE a taT 39 O Av vs e � 0 Berta 0r i, �thsid NoreOr Z Landis LOceOa R A r P 30l, m o r, a James Ct M 3 V' rrettY Pond Rd Ave z arin Ave vAc-d;wl At: [, 4�si Air Iron Aar ✓' � g, a � a -4 Ric Ln N - ,� a :E NnpleAve } G dqe Dr. Pinata Are u m Hr ida k4�;pitei-Zeph.;:.h�1ls Ta Pc F. 2020 Mic ft Cn ,ration G�r2O HERE MP LOCATION MAP FLOODPLAIN COMPENSATION THE EXISTING FLOODPLAIN VOLUME LOCATED ONSITE, PER L.O.M.R. CASE NO. 20-04-6053P, IS APPROXIMATELY 10,700-CU.FT, WHICH FLOWS DIRECTLY INTO THE EXISTING STORMWATER POND LOCATED IN THE NORTHEAST CORNER OF THE ZEPHYR COMMONS DEVELOPMENT. GIVEN THAT THIS VOLUME IS PROPOSED TO BE IN -FILLED, THE DISPLACED ONSITE FLOODPLAIN VOLUME WILL BE ACCOMMODATED WITHIN THE EXISTING DETENTION POND, IN ACCORDANCE WITH THE ORIGINALLY APPROVED STORMWATER REPORT FOR THE OVERALL ZEPHYR COMMONS DEVELOPMENT, ASSOCIATED WITH ERP32080.000 AND ERP32080.001. NAG-E-EASEll-vI NT) I, j E CONNECTOR ROAD 1 \107 I �,, - -- - 107 - - - - - -------- - ,� _ - - -- III - - \\ Ir - i- IIII I 06 106 C1 \ CONNECT TO STIR. I \ F ZEPHYR COMMONS - \- - - - - - -- - - - 8E'MCHMARlE -104_ 10 5/8- IRON ROD SET - LB#6382 0 0 \ I- ELEVATION: 106.29 ,- -, _ { _- •yam 1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street, Suite 201 West Palm Beach, Florida 33401 Phone: 561-578-8700 2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES, INC. 1550 North Brown Road. Suite 100 Lawrenceville, Georgia 30043 Phone: 770-491-7550 Iram, -- -------- . III II �- CONNECT TO STIR. \ I - --- - - - AT INV:100.75 AREA DRAIN-= t -01 AREA DRAIN w a5_ -- I " 7 4br I I I INLET EL:106.50 INLET EL:106.25 z AREA DRAIN -INV. IN (8"):103.35 4 - INV. IN (10").102.09 N 1 �7 INLET EL:106.50 INV. OUT (8"):103.35 INV. OUT (12"):101.92 INV. IN (8"):102.67 - I - - -- - - - �- - INV. OUT (10"):102.50 IU i 10"HDPE 8"HDPE 8"HDPE I II Z I >Z oI 1 I I itri I Z o AREA DRAIN o INLET EL:106.50 �- 12" NYLOPLAST ~ INV. OUT 8" :103.83 C 12" NYLOPLAST � o 24" NYLOPLAST DRAIN BASIN W/ i7 DRAIN BASIN W/ r.DRAIN BASIN ( ) 1 I I 1 I SOLID COVER W/ DOME GRATE (TYP.) TrA DOME GRATE (TYP.) - I l I 1I "4- F.F.E. 108.00 FT.L_ rf L� 107.50 __ I ALTERNATIVE PIPE MATERIALS NOTES THE FOLLOWING PIPE MATERIALS MAY BE USED AS STORM SEWERS UNDER THE FOLLOWING CONDITIONS: 1. RCP CLASS III (ALL SIZES) 2. ERCP CLASS III (ALL SIZES) 3. APPROVED PLASTIC PIPE TYPES INCLUDE: A.) ADS N-12 WT IB HOPE (4" - 60") B.) ADS HP STORM POLYPROPYLENE (12" - 60") 4. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 5. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS (MORE STRINGENT SHALL APPLY) ARE TO BE INCORPORATED WITH THE SELECTED PIPE. 6. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. 7. CONTRACTOR TO VERIFY LOCAL JURISDICTIONAL REQUIREMENTS PRIOR TO BIDDING AND STARTING CONSTRUCTION ,SEAL \\���W111111111/,,,7/ cEN * ' No. 52896 * =_ er S T OF •�� •. , %/S/ONAL '�71111111tt1���` z co E A A W o F a V C) W a 1 } `s EE ,4 - -- AT INV: 0) / l�! I 0 d I II � y I IIII � I °' ' � I 11 i - �, L - - IIIII I w - 07 107 - i I �I O Ea j I - t _ , � IIII x p114 _ IIII �-107 AREA DRAIN AREA DRAIN 1�p U INLET EL:106.00 INLET EL: 106.50 �i AREA DRAIN - i I I / Z W E., 1 INV. IN 8" :100.61 INV. IN (8"):101.39 INLET EL:106.50 112 _- I W N O (/� 7 -- - AREA DRAIN . OUT (8"):100.61 INV. OUT (8"):101.39 INV. OUT (8"):102.51 INLET EL:106.00 - 0 - I ry O W TI _ _ INV _ INV OUT (8"):103 33 o I a -- - - -' -r Vic- - \ _ I � - II II II III ( I I 8"HDPE 8"HDPE 8"HDPE 8"HDPE°� I O f I CONNECT TO STIR. AT INV:99.53 •tom filln \ ` "Y10�I .CONNECT T. STIR. o 11 � AT INV:102.28 I 4 W o 10"HDPE AREA DRAIN 00 O 12" NYLOPLAST INLET EL:106.50 I \ / AREA DRAIN 18" NYLOPLAST DRAIN BASIN W/ INV. OUT (8"):102.30 12" NYLOPLAST 1D - -- INLET EL:106.00 1 I w DRAIN BASIN W/ DOME GRATE (TYP.) a DRAIN BASIN W/ o LA I I I INV. IN (8"):100.33 _- o DOME GRATE ' AREA DRAIN DOME GRATE (TYP.) - AREA DRAIN - - --107 INV.N0.UT (10"):100.518 �_ - INV. INT(8L)1006. 30 - o O �� INLET EL:117.25 78 _ - - - - - \ \ o ff INV. IN (8"):107.78 - - \\ I 12' NYLOPLAST 4 - INV. OUT (8"):103.98 LU I / O INV. IN (8 ):102.35CL - l INV. OUT (8"):100.40I CO o I DRAIN BASIN W/ y L4 x _ DOME CRATE (TYP.) H F.F.E.=108.00 FT II AREA DRAIN _. I 12" NYLOPLAST DRAIN BASIN W/ O INLET EL:106.00 �� INV. OUT (6"):103.00 I I I � �- � j[,DOME GRATE (TYP.) _ I o. - I I I _ - 0 000 �O �� OCJQCJ �- \ �moo> I I _ � II I I � GNLET ERAI 9.00 - - 07 07 I INLET EL: DRAIN O I- � I I I 1wv. OUT (a"):1o8.zs \ � INV. OUT (8 ):104.02 I \ 12" NYLOPLAST > _ A --- - _ I o' AREA DRAIN w DOME GRATE (TYP.) �� _-- I DRAIN BASIN W/ � - � - - � SF ZEPHYR CONiNiC�NS I I i'- INLET EL:,,,.zs ---- / INV. OUT (8"):108.25 u OUTPARCELS, LP - --- - II 00 - �' i I F.F.E. =112.83 FT. Li _ > - AREA DRAIN B"HDPE o o / NCHMARK m o N I J i••+E w-� 1 -- - J - _ - INLET EL:108.25 -� 5 8" N ROD SET = AREA DRAIN - \ \ INV. IN (8"):103.44 24" NYLOPLAST V LB 63B2 I I INLET EL:111.25 BENCHMARK - 1 INV. OUT (8"):103.44DRAIN BASIN W/ o p6/ ELEVATION: 1 7 INV. IN (8"):107.78 5/8'" IRON ROD _ INV. OUT 8" :106.32 L 6382 '\ �\ CONNECT TO STIR. I SOLID COVER ao i �� 0 10"HDPE 8"� DPE - -� DAYLIGHT PIPE - ( ) �E �2 AFL AT INV:99.98' \ I C_ £NATION: 112. I 12" NYLOPLAST DRAIN BASIN - AT TOE OF SLOPE F.F.E.=11 .75 FT. J � � RAI NYLOPLAST / � _ DOME GRATE (TYP.) _ _ DRAIN BASIN W/ o � - _ _ AT INV. 1 � I � � z - \ I NYLO J.B. W/ DOME GRATE (TYP.) I INV. NIM(8"):103.31 AREA DRAIN 1 i ��� I -AT INV 05 09 III til I INLET EL:108.50 - r 105 �•�• 4 y 10 - - -Emu INV. IN (8"):104.66 - INV. IN (8"):104.90 b6 �� 06 �� -106- I I 10"HDPE I -) - I INV. OUT (10"):103.14 p I I AREA DRAIN !I ow INV. OUT (8"):104.90 ^ - 108 08= - - -108 L INLET EL:111.50 NYLO. J.B. FBI 0 7 INV. IN (8"):107.75 IIII I = F.F.E. 110.00 FT. 110 110 110 �, --- RIM EL:110.98 SF ZEPHYR COMMONS LP I �'' �00 � J . I J..�, - - -��\_ �oA -- --I + INV. IN (8"):,os.o3 II Ii I I -- I INV. OUT (10"):105.86 a INV. O (10"):105.42 / II AREA DRAIN INV. OUT (10"):105.42 II I III I I INLET EL:109.00 III INV. OUT (8"):106.20 fl •7 III I I I I, AREA DRAIN 0 12IL"- & 6-M LAST III INLET EL:108.50 TRACT K O I I INV. OUT (8"):105.50 DRAIN BASIN W/ a C - IDOME GRATE (TYP.) o I I DOD I - I 107 -1 e� F£MA nOOID MW AE PER / p o I I I I 6 06 06 I I_ -LOMR CASE NO. 20-06-6053P I I i� II PARKING AREA - � I 12" NYLOPLAST DRAIN BASIN °p 10"HDPE I I II III I M I i TE DOME GRATE i `� p INLET EL:108.50 INV. OUT (8"):105.00 Lj 12" NYLOPLAST II I I I w DRAIN BASIN W/ CONNECT TO STIR. II I = DOME GRATE (I TH.)1 AT INV:105.44 II III I L IMIII I CO o AREA DRAIN \ h II ( \ p I = INLET EL:109.00 I 03 INV. IN (8"):105.73 INV. IN (8"):105.73 \ I "HOPE INV. OUT (10"):105.56 IIIIII O ( AREA DRAIN INLET EL:108.50 \VGA\ // II III IIIIII �I ( :-INV. IN (8"):104.41 n O \\\� I✓// III hI I I - INV. OUT (8"):104.41 - - III IIIIII }CONNECT TO STIR. 1, - - AT INV:103.88 AREA DRAIN - AREA DRAIN - - INLET EL:110.25 111 INV. IN (8"):104.03 INLET EL:111.00 II II IIIIII I INLET EL:109.00 \\\\ INV. OUT (10"):103.86 ( 1, INV. IN (8"):106.85 INV. OUT (8"):107.58 II III IIIIII >_ > INV. OUT (8"): 106.50 ��; CLLJ -�-INV. OUT (8" ):105.65 I ) o o CONNECT TO STIR. II II (IIII I > AT INV:103.10 I - -� _ - - - - - 10 - - - - - - - - -I-- - nn - - - -- --_ ---_ - L-------------- ---I L -. - \��/�\\ 110 � 11 z -� 77 � I I 0 Know what's below. Call before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SWWN ON THESE DRAWINGS ARE APPROXIMATE h WERE OBTAINED FROM OBSERVATIONS AT RE STE AND/OR FROM THE UTILITY OWNERS. HAINES, GIPSON t ASSOC., RR:.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RES WSIBIUTY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. FL LAW REWIRES THE CONTRACTOR TO CALL THE UTIUTY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. N. P. D. E. S. NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK RE -VEGETATION. 4, THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS MAY BE REQUIRED FOR THE PROJECT. 6. DE -WATERING METHODS OF WELL -POINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DE -WATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. -- r _ INV. OUT (6"):108.50 E 102.0 � --- -- __ INLET DRAIN AREA � ti INV. INLET I� _ � CO 18" NYLOPLAST \ - AREA DRAIN DRAIN BASIN W/ \ INLET EL: 114.25 SOLID COVER (TYP.) L,LL 8" NYLOPLAST46 1NV. OUT (8"):108.75 C DRAIN BASIN W/ SOLID COVER I I 6�• I �I i I i= ❑ ---f - .INLET EL:111.00 ARE AREA DRAIN AREA DRAIN y F.F.E.=112.00 FT. � � A DRAB -' �,• - I I INLET EL:111.00 ""' INV. IN (8):105.07 J 11 t I +; INLET EL:111.50 Z I INV. OUT (8"):107.18 INV. OUT (: 105.07 \ INV. IN (6"):108.36 as _ 110 Ij INV. OUT (6"):108.361771 II 8"HDPE HOPE 8"HDPE 8"HDPE 1, - 110 - 8"� �� TO S -- ;, IN I AT INV: \ AT AREA ( DRAIN _ 2\ - - INLET EL:110.00 _ - - - - -- INV IN 8") • 104 57 AREA DRAIN ZEPHYR COM11l NS-OUTPARCEL�,TjPI I BENCHMARK I " ' NAIL & DISK FD. I II LB4621 I) ELEVATION = 115.32 II , 1' 6 --- -=_= 0 4L - - - - - - - -- - -- - - - 1141 115 115 -..-- 14 - - - - - _ -- - - - - - - - \� 7-ELEVEN, INC. SF ZEPHYR COMMONS V OUTPARCELS LP III GRAD/NG & DRA/NAGENOTES 1. ALL SIDEWALKS AND A.D.A. ACCESSIBLE ROUTES ARE TO BE FIELD CHECKED WITH A SMART LEVEL DURING CONSTRUCTION. THE MAXIMUM ADA CROSS SLOPE IS 2%. THE MAXIMUM ADA LONGITUDINAL SLOPE IS 5%. 2. SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT STANDARD PLANS INDEX 425-010. 3. THE FINISH FLOOR WILL BE FLUSH WITH THE SIDEWALK AT ALL DOOR LOCATIONS. FL. DRAINAGE NOTE NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL BE MADE AND STORMWATER FLOWS THROUGH THE SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. DRAINAGE PERMIT HAS BEEN ISSUED. LEGEND EXISTING FEATURES - - - - - - - - - - - - EXISTING BUILDING ------------ PROPOSED FEATURES PROPOSED BUILDING PROPERTY LINES - - - - - - EASEMENT LINE EXISTING GRADES PROPOSED GRADES 112 PROPOSED SPOT ELEVATION + 112.50 + PROPOSED REINFORCED CONCRETE PIPE (RCP) PROPOSED HIGH DENSITY POLYETHYLENE PIPE (HDPE) EXISTING STORM SEWER - _ - --- - - - -- _ PROPOSED DROP/GRATE INLET 0 (D-1) PROPOSED FDOT OUTLET STRUCTURE (TYPE-K) PROPOSED CATCH BASINS TYPE-5 TYPE-6 INLET INLET PROPOSED HEADWALL �(H W) F.D.O.T. DRAINAGE EASEMENT (HATCHED OUTLINE)I GRADING PLAN I=-�� \ LOT SUPPLEMENT U GRAPHIC SCALE 40' 0 40' 80' 160' (IN FEET) 1 inch = 40 ft. LOT 17 AL TERNA TE MA TER/AL S NO TE PLANS CURRENTLY SPECIFY A.D.S. MATERIALS FOR THE SUPPLEMENTARY LANDSCAPE DRAINAGE SYSTEM. HOWEVER, CONTRACTOR MAY REQUEST/UTILIZE ALTERNATE PIPE AND/OR STRUCTURE MATERIALS/MANUFACTURERS. Uri r c Z O E-5 2� E- Z_5 C 114 ca ll rz W \ \ \ \ \ d -, 0 0 0 0 0 E �y r� A EE- E- EE--E EE- O z n C O GC d O a o E 4 a c rr, A w o CD 1-4co co a - CAI0 CD 0 0 0 0 z DRAWN BY CHECKED BY RCL TLF DATE 06/29/2020 SHEET TITLE GRADING PLAN SUPPLEMENT SHEET NUMBER C-3.1 HOA ✓OB No. 2020-1, YOUN 1 7 5 gv n Rd b S FtH m V Kossik Rd Kos;Mc C:! 'Sao' y TaA " Cambria. S/TE5 - a fall Ave E Berta Z `I s Lantlis J,I ore}aide D[ re i.oreaa � t L v`i o 0 E Ake o a -rrcle lames C' P-M rand Rd a b y $ N y g 2 ? � Ric LL Ave r: ? in Pinata Aie .� s � m Fh�ida -�.s£.Zenl.yrtnlh Ta - LOCATION MAP OF LOT "t4l' — SF ZEPHYR COMMONS SILT FENCE (TYP.) NEW ROAD LIMITS OUTPARCELS LP GEOSYNTHETIC CHECK SILT FENCE (TYP.)'-- OF DISTURBANCE -- - (TYP.) SILT FENCE TYP. --- -- - PID 35-25-21-0130-OOP00-0000 _ _STRUCTURE (TYP.) - , (±O.60 ACRES - - - -- - - - - - ZONED C2 - - - - - - --- - - - = - - - - - - _ LIMITS OF - BENCHMARK - 5/a" IRON ROD SET --- - LIMITS OF — — -- — — --- — ----_ -- -= - DISTURBANCE LB#6382 ELEVATION: 7 06. 29 DISTURBANCE I - i 'ilk I ✓� / — — — — — — — SITE DISCHARGE POINT 1 LIMITS OF LAT: N28.27022' LONG: W82.18502' / ---------_------- ----------------------t - - - - - - - - - - - - - - - - ----- •I ----- ------- -I DISTURBANCE (TUI BVA CEI I)_ �—_—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I SILT FENCE (TYP.FRACTT7SILT FENCE (TYP.) DITCH �� 9f L9NOVA �_ - /^� C I — — — — — — — — — — — — — — — — — — ] l'^'VAGE —SAS L..IM E NT) - - I I EXISTING DITCH I a I I C— SITE DISCHARGE POINT -- I LAT: N28.27022' I I / TOB �� A GEOSYNTHETIC CHECK LONG: W82.18514• I ROCK BARRIER / I II II I I II LLJ OUTLET STRUCTURE STRUCTURE (TYP.) \ i 111 FRAME & FILTER FOR CULVERTS I I I I I I----------------------------� I 1 0. BARRIER (SILT SAVER) I _ I SILT FENCE (TYP.) NEW ROAD LIMITS SILT FENCE (TYP.) I LLIMITS OF 111 I i 6. I I' I I °------------------------------f II OF DISTURBANCE I I DISTURBANCE —� (±0 60ACRES) SITE DISCHARGE POINT I II I I I I I III LAT: N28.27025'°ol I I I, I I I I II �I LONG: W82.18544' � �° I SILT FENCE (TYP.) DRAINAGE BASIN ~ aI I 1 ±5.1-ACRES II --------------------------- II U 1 I o � C 11 I II I FRAME & FILTER I I z h I IIw _ -- - tLr BARRIER (SILT SAVER) I I III i - L�-------- L-. SILT FENCE (TYP. 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I \ I I II I I I I II I I I I I II I I I — III • �' � I � II I �\ I I I I �� II I I I I II I I II I I -- �� :IIIII 111111 I II I I L --—z--------J II II I I I I II � II �•I I I I > --�----�--1---1--J II � I I DRAINAGE BASIN \ I I ±4.5 ACRES SF ZEPHYR COMMONS ---- — I'I OUTPARCELS, LP I I _ r I II II I � PID 35-25-21-0010-00700-0000 Ip ZONED R4+--__BENCHMARK ` �/ _ —\ I 5/8" IRON ROD SET l�CONSTRUCTION Les382 I `BENCHMARK ELEVATION: 110.87 ENTRANCE LB#6.382 �'' 2� 5/8" IRON ROD SE EL— -- — 1 / as ELEVATION: 112.921 � LIMITS OF III \V .f s I DISTURBANCE z LIMITS OF -Ili I I I 14 - - - DISTURBANCE III I Wt SF ZEPHYR COMMONS, LP II I I I PID 35-25-21-0130-00000-0140 III lil III'll I i I I I _ ZONED C2 n � TRACT K 11I I�.i I I � I I I I PARKING AREA 11 ailI 1 I ; ,�', II j I IIII I I 'I �ICI PART OF LOT 1411 I IIII I I I I 1 1 I I► �' 1 1 II IIII I �I �II 1111 I I I m o II II f I I X 1 1 I I I \N � J 11 IMI I I I I I , j 'r�'\ �-'IJII� II ' I I vv�vv i / III III[ I I I . \D6-1 A I II II IIIII I I DOT-6 I INV = 106.28 +NV105.1 I III I I — I I II III III I � I I ����•�, / _ — �\ - - -,_ - -_INV = 105.25�, / / � � I � � ' • i I I _— _--�\� /iceI -III I L--------------------------- -- —! �-� �L�--------- ��� �\ Cil Ifi--= 1'I--------------j I \ 1— — — — — — — — — — — — — — — _ �, TREE SAVE— — �\\\\-------------------------------------- / — — — — — — — — — — — — — — — — — — — — — — III /� FENCING (TYP.) \ \\\ \ \ remI LIMITS OF CURB INLET ! I' III / \ 11� ��� `LIMITS OF D6-8 D_ LIMITS OF i I DISTURBANCE J 4NK III Know what's below. ;TRY Call before you dig. THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) sllowN ON -0050 I II I THESE DRAWINGS ARE APPROXIMATE 3 WERE OBTAINED FROM OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS. HAINES, GIPSON k ASSOC., INC.: DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AID/OR THE CONTRACTOR TO DETERMINE EXACT III LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) B TO NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION. III CAUTION -NOTE TO CONTRACTOR III THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT III THE LOCATION AND/OR ELEVATION OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS IS BASED ON III RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. I III THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. FL. LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER I III AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL III BE THE RESPONSIBIUTY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES III WHIOH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DISTURBANCE INSERT (TYP.)-i I \ I I11 �I II //� - CURB INLET �� - - - - - - -DISTURBANCE - - - - - - - - 1`1 �' / �I / - - CURB INLET - - - - INSERT (TYP.) _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - ��--- -- INSERT(TYP.)_=___=_ -- --� i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----- _-----_--_---_—_------_ TREE SAVE ' FENCING (TYP.) \ \ �� 11 ZEPHYR WELLS POOH, LLC / - �� PID 35-25-21-0130-00000-0060 ZONED C2 LI— TREE SAVE DISI FENCING (TYP.) II ZEPHYR COIVIM -NS- 5UTPARC LOT I II 5-25-21-0130-001300-0000, ZONED �I ENCHMARK 6 II NAIL & DISK FD. I LB4621 �1 ELEVATION = 115.32 =�1 I II II II II III II II I II II II _ _ _-------_— --- --- — ------ ------------------- _---- SF ZEPHYR COMMONS \� �a�� 7-ELEVEN, INC. I� �II PID 35-25-21-0130 00000- 0080 7 OUTPARCELS, LP I ICI III I ZONED C2 PID 35-25 PID 35-25-21-0130-00000-0070 I III ZONED C2 I ICI III I C. W. D. Z III III S. I I l l III I I III III LOT INITIAL Ii1 ' I III III III I 77Ip77 GRAPHIC SCALE LOT I III III I 40' 0 40' 80' 60 n n 11 I I III 7 III (IN FEET) 111 1 inch = 40 ft. CONSTRUCTION ENTRANCE PLAN PHASE Cn W H U °' O N m` a Z O L) L a C cn W U z 5'[ -1 L NS No. 52896 * ' ;-0S T OF �•��; G\ DNA L n U0 U w F_ o-' 0 a1 o � w o w � x v "o) F Z w N LU O 1, 4,! w W 0 w A c� 0 z z R � a z o o C C5 ' cm \ \ \ \ \ \ \ to eU rN M eM M C\2 --+ 0 0 0 EEC EE-i E+ � E- E- E- o r� �jrn z DRAWN BY CHECKED BY TLF 7 RCL DATE 06/29/2020 SHEET TITLE S. W.P.P. 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PARKI AREA I I I I I PART OF LOT "14" II jlI I �I I �llr -' _ I BUILDING PAD I I I I I I I I I I IIF II jll I I I FABRIC INLET I L� L.- - - _J SEDIMENT � - - FABRIC INLET I I I I I I , IIIN I l FILTER (TYP.) �� I SEDIMENT \\ III IMII I i I , FABRIC INLET 0� —� '� I l I FILTER (TYP.) I� vv III IIII i I I I SEDIMENT I I �� �� v l I Young Dr n F.— g L sso Tall Or 0 0 Bert. N c N Q d. James C' �3 G v > a � a � a a U W A \ \\ I I I I FILTER (TYP.)- t J ti I ----------� LJi - -- �,- : r� _ r� 11ii� I L —sr— — .t L� .J — L _J FABRIC INLET SEDIMENT III IIII I I I I FILTER (TYP.), III Ihl I I INLETFABRIC o I r SEDIMENT N _ — — _ I FABRIC INLET I II II IIII I I - FABRIC INLET FILTER (TYP.) SEDIMENT \ / i - - - - -� I III IIIII i l _ ° c SEDIMENT FILTER (TYP.) \ ' III I FILTER (TYP.) / 1J3t-/ ABRIC INLET I III fill I� FILDI R N3 _ _ � o� I I ^ � � , (TYP.) 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III IIIII I ZONED C2 I . j ~� __ - "— --_ �� I ' � PID 35-25-21-0130-00000-0070 I III III (ABOVE OR WERE GROUND) I ED F ON J — 005 o THE LOCATION OF ALL UTILITIES APPROXIMATE THESE DRAWINGS ARE APPROXIMATE 3 NERE OBTAINED FROY T •— = � = ' �_ �I I ZONED C2 I III I I III I �� W Po P PLAN AT THE STE AND/OR FROM E UTILITY HAVES, IIIII II - — LIMITS O F II III i • GIPSONOBSERVATIONS CMOMATION T GIPSON R ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN III ARE EXACT. R SHALL BE THE RESPONSIBILITY OF THE OWNER Of THE IIII IIIII PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT GROUND) N< TO � � .i 1 II /�� DISTURBANCE I I LOCATIONS OF EXISTING ununes (ABOVE DR BELOW NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTR�j"ON. III IIII ► — --1 p �� , LO INTERMEDIATE PHASE CAUTION NOTE TO CONTRACTOR III IIII ___�I I III I l� II J II Ill III THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION EXISTING III IIIII II I Sl'ZE HYR COIVfN _NSA _6UTPARCL�,TjP1 I I III I Ill I 8 GRAPHIC SCALE AND/OR ELEVATION OF UTILITIES AS SHOWN ON THESE PLANS IS BALD ON III IIIII I RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREIAENTS TAKEN IN THE FIELD. LOT I PID 35-25-21-0130-OOB00-DODO, ZONED �� II I LOT II I III I 40' 0 40' 80' 160' THE INFORMATION IS NOT TO BE RELIED ON AS BEING I III IIII I I I I I ll III III EXACT OR COMPLETE. FL LAW REQUIRES THE ( III IIII CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO n II I I II 7! III I I III REQUEST EXACT FIELD LOCATION OF UnLITIES. IT SHALL III Ill l I II III III (IN FEET) BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES IIIII I II III I III WHICH CONFLICT NTH THE PROPOSED IMPROVEMENTS III SHOWN ON THE PLANS. i 1 inch = 40 ft. O z x z Tx y �- 0-4 arc r>a ca U E; o m a A P4 E5 ate.. Ow ccn E-E = oho — M � ', M w � A E- F Ear E- H F E- E- C; z r- Co 0 DRAWN BY CHECKED BY 7 TLF RCL DATE 06/29/2020 SHEET TITLE S. W.P.P. PLAN INTERMEDIATE PHASE SHEET NUMBER C-4.1 HOA JOB No. 2020-11 SITE DESCRIPTION: PROJECT NAME: ZEPHYR COMMONS APARTMENTS PROPERTY OWNER: SF ZEPHYR COMMONS OUTPARCELS LP 400 CLEMANTIS STREET; SUITE 201 WEST PALM BEACH, FL 33401 TOTAL AREA OF THE SITE 12.83 ACRES TOTAL AREA OF THE SITE TO BE DISTURBED: 13.3 ACRES NAME OF RECEIVING WATER: ZEPHYR COMMONS MASTER POND NATURE OF THE CONSTRUCTION ACTIVITY: SOIL DISTURBING ACTIVITIES WILL INCLUDE MINIMAL CLEARING AND GRUBBING, AS THE SUBJECT SITE HAS BEEN PREVIOUSLY MASS -GRADED AND CURRENTLY CONSISTS OF GRASSY VEGETATION THROUGHOUT; INSTALLATION OF A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE SEDIMENT BARRIER(S) ALONG THOSE PORTIONS OF THE SITE WHERE SITE RUNOFF IS ANTICIPATED THE SHEET -FLOW ACROSS THE CONSTRUCTION LIMITS AND OTHER & EROSION SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING ACTIVITIES FOR THE PURPOSE OF INSTALLING STORM SEWER UTILITIES BUILDING FOUNDATIONS AND ACHIEVING THE SPECIFIED DRIVEWAY/PARKING LOT SUB -GRADE ELEVATIONS; CONSTRUCTION OF CURBING, DRIVEWAYS, PARKING LOTS, AND AMENITY AREAS; FINAL GRADING IN PREPARATION FOR FINAL PLANTING AND SEEDING MEASURES. INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. 2. EXCAVATE SKIMMER BASINS FOR SEDIMENT TRAPS FOR SITE RUNOFFS. 3. INSTALL NEW SECTION OF 54"RCP STORM LINE TO ROUTE OFFSITE STORMWATER FLOWS THROUGH THE SITE. 4. BEGIN MASS GRADING ACTIVITIES AND IN -FILL OF EXISTING STORMWATER DITCHES. 5. INSTALL MAIN STORM SEWER AND UTILITY LINES AS MASS GRADING ACTIVITIES PROGRESS PERMITS. 6. ONCE GRADING PROGRESS PERMITS, COMMENCE WITH BUILDING CONSTRUCTION. 7. INSTALL STORM SEWER SYSTEM AND ITS APPROPRIATE SEDIMENT PROTECTIONS, AS WELL AS SITE UTILITIES. 8. STABILIZE PARKING LOT SUB -GRADE. 9. INSTALL CONCRETE CURB & GUTTER, PAVING BASE, AND ASPHALT. 10. COMPLETE FINAL SITE GRADING ACTIVITIES. 11. INSTALL PERMANENT STABILIZATION MEASURES IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN(S). REPAIR ANY/ALL WASHOUT AREAS PRIOR TO AND DURING INSTALLATION OF FINAL STABILIZATION MEASURES (I.E. THE LANDSCAPE PLAN). 12. ONCE FINAL STABILIZATION OF THE SITE IS ACHIEVED AND CONSTRUCTION ACTIVITIES HAVE CEASED, ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND DISTURBED AREA(S) RESULTING FROM REMOVAL OF THESE DEVICES SHALL BE SMOOTHED, COMPACTED, AND PERMANENTLY STABILIZED WITH SOD AS NECESSARY. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THIS STORM WATER POLLUTION PREVENTI N PLAN REFLECTS THE BEST MANAGEMENT PRACTICES BMP'S TE0 E ( ) DESIGN CRITERIA THAT ARE PRESUMED TO MEET THE PERFORMANCE STANDARDS SET FORTH IN THE WATER RESOURCE IMPLEMENTATION RULE CHAPTER 6 -40 F.A.C. . TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, LATEST UPDATE JULY 2013. POLLUTION REDUCTION CONTROLS EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A REASONABLE TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST, TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH OR OTHER APPROVED MEANS, NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. STRUCTURAL PRACTICES EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE DUST. SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. STORMWATER MANAGEMENT STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. GRADED AREAS NOT RECEIVING PERMANENT COVERAGE, SUCH AS ASPHALT, CONCRETE, OR A BUILDING/BUILDING PAD, SHALL BE GRADED AS SPECIFIED ON THE PLANS AND HAVE PERMANENT SEEDING, SODDING, OR LANDSCAPE PLANTING. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM SEWER INLETS LOCATED THROUGHOUT THE SITE AND BE CONVEYED TO THE EAST/ NORTHEAST, DISCHARGING INTO THE EXISTING STORMWATER POND LOCATED ADJACENT TO THE NORTHEAST PROPERTY LINE. OTHER SPECIFIED CONTROLS: ORDERLY CONSTRUCTION SITE: AN ORDERLY CONSTRUCTION SITE IS ONE OF THE FIRST STEPS TOWARDS PREVENTING STORM WATER CONTAMINATION. A CLEAN AND ORDERLY CONSTRUCTION SITE REDUCES THE POSSIBILITY OF ACCIDENTAL SPILLS, IMPROVES RESPONSE TIME IF THERE IS A SPILL AND REDUCES SAFETY HAZARDS AS WELL. THE FOLLOWING BASIC CONCEPTS SHALL BE IMPLEMENTED: (1) NEAT AND ORDERLY STORAGE OF ANY CHEMICALS, PESTICIDES, FERTILIZERS, FUELS, ETC., THAT ARE BEING STORED AT THE SITE (2) REGULAR GARBAGE, CONSTRUCTION WASTE AND SANITARY WASTE DISPOSAL OFF SITE IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS. (3) PROMPT CLEANUP OF ANY SPILLS THAT HAVE OCCURRED OF LIQUID OR DRY MATERIALS (4) PROMPT CLEANUP OF ANY SEDIMENTATION THAT HAS OCCURRED ONTO NEARBY ROADWAYS WASTE DISPOSAL: PROPER MANAGEMENT AND DISPOSAL OF BUILDING MATERIALS AND OTHER CONSTRUCTION SITE WASTES SHALL INCLUDE: (1) SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE (2) PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS THAT CAN BE PLACED OVER THE CONTAINER PRIOR TO A RAINFALL EVENT (3) WHEN POSSIBLE, LOCATE CONTAINERS IN A COVERED AREA (4) WASTE COLLECTION AND DISPOSAL SHOULD OCCUR BEFORE THE CONTAINERS OVERFLOW (5) ENSURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED AND DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS (6) PROVIDE IMMEDIATE CLEANUP OF CONTAINERS THAT OVERFLOW OR IF A SPILL OCCURS (7) PROVIDE DAILY INSPECTIONS OF WASTE COLLECTION AREAS. HAZARDOUS PRODUCTS: MATERIALS WHICH SHOULD BE CONSIDERED HAZARDOUS MAY INCLUDE BUT ARE NOT LIMITED TO: (PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, CHEMICAL ADDITIVES FOR SOIL STABILIZATION, CONCRETE CURING COMPOUNDS AND PETROLEUM PRODUCTS). PROPER MANAGEMENT AND DISPOSAL PRACTICES OF HAZARDOUS MATERIALS SHALL INCLUDE: (1) CHECK WITH LOCAL WASTE MANAGEMENT AUTHORITIES TO DETERMINE WHAT THE REQUIREMENTS ARE FOR DISPOSING OF HAZARDOUS MATERIALS (2) USE ALL OF THE PRODUCT BEFORE DISPOSING OF THE CONTAINER (3) DO NOT REMOVE THE ORIGINAL PRODUCT LABEL FROM THE CONTAINER (4) DO NOT MIX PRODUCTS TOGETHER UNLESS SPECIFICALLY RECOMMENDED BY THE MANUFACTURER (5) THE CORRECT METHOD OF DISPOSAL OF THESE PRODUCTS VARIES WITH THE PRODUCT USED. FOLLOW THE MANUFACTURER'S RECOMMENDED METHOD(S). CONTAMINATED SOILS: CONTAMINATED SOILS ARE SOILS WHICH HAVE BEEN EXPOSED TO AND STILL CONTAIN HAZARDOUS SUBSTANCES. THOUGH NOT ANTICIPATED BASED ON INFORMATION PROVIDED BY THE OWNER, SHOULD CONTAMINATED SOILS BE ENCOUNTERED ONSITE DURING EARTH MOVING ACTIVITIES OR DURING THE CLEANUP OF A SPILL OR LEAK OF A HAZARDOUS PRODUCT. CONTACT THE STATE AND LOCAL SOLID WASTE REGULATORY AGENCY CONCERNING INFORMATION AND PROCEDURES NECESSARY TO TREAT OR DISPOSE OF CONTAMINATED SOILS. CONCRETE TRUCKS: EMPTYING OR WASH OUT OF EXCESS CONCRETE MAY BE ALLOWED ONSITE. EXCESS CONCRETE AND WASH WATER SHOULD BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER WHICH WILL BE DISCHARGED FROM THE SITE. PROPER MANAGEMENT AND DISPOSAL PRACTICES OF CONCRETE TRUCK WASH OUT SHALL INCLUDE: (1) DIKES SHALL BE CONSTRUCTED AROUND THE AREA TO CONTAIN THESE MATERIALS UNTIL THEY HARDEN, AT WHICH TIME THEY MAY BE PROPERLY DISPOSED OF. SANITARY / SEPTIC DISPOSAL - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. OFFSITE-VEHICLE TRACKING: STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. TIMING OF CONTROL MEASURES: AS INDICATED IN THE "ESTIMATED CONSTRUCTION SCHEDULE", TREE SAVE FENCING, SILT FENCE SEDIMENT BARRIERS, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE SILT FENCE SEDIMENT BARRIERS SHALL BE REMOVED. MAINTENANCE & INSPECTION PROCEDURES: THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5-INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. 6. TEMPORARY AND PERMANENT GRASSING, MULCHING, AND/OR SODDING SHALL BE INSPECTED FOR BARE SPOTS, WASHOUTS AND HEALTHY GROWTH. A MAINTENANCE INSPECTION REPORT SHALL BE MAD AFTER EACH INSPECTION BY THE CONTRACTOR 7 E E L E0 AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. NON-STORMWATER DISCHARGE(S): IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. IF NECESSARY, UNCONTAMINATED GROUNDWATER (FROM DE -WATERING EXCAVATION). 4. ALL NON-STORMWATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN(S) PRIOR TO DISCHARGE. THE FOLLOWING NON-STORMWATER DISCHARGES ARE NOT EXPECTED TO OCCUR AND SHALL NOT OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PRODUCTS & FUELS PAINTS (ENAMEL & LATEX) CLEANING SOLVENTS METAL STUDS WOOD GLASS MASONRY BLOCK TAR ROOFING SHINGLES SAND STONE SPILL PREVENTION: MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSE KEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. • AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. • ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. • PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. • SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. • WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. • MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. • THE JOB SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ONSITE. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. • PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE -SEALABLE. • ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. • IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WOULD BE FOLLOWED. PRODUCT SPECIFIC PRACTICES: THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: PATROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS, AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ONSITE VEHICLES AND MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATERS, NATURAL DRAINS, AND STORMWATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS, AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS. PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORMWATER COLLECTION SYSTEM. EXVESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS, AND PRODUCT CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT OR IN THE FLORIDA MANUAL FOR EROSION AND SEDIMENT CONTROL. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED CONTAINERS. BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIES OR DISPOSED OF ONSITE. ALL SUCH MATERIAL(S) SHALL BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURES. CONCRETE TRUCKS - NO CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ONSITE. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP; - MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE AVAILABLE ON THE JOB SITE AND PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES, LOCATION OF INFORMATION, AND CLEANUP SUPPLIES. - MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE STORAGE TRAILER OF THE SUPERINTENDENT. THE MATERIALS AND EQUIPMENT WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, FLOOR ABSORBENT, SAND, SAWDUST, AND PLASTIC OR METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. - ALL SPILLS WILL BE CLEANED UP IMMEDIATELY - THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FOR CONTACT WITH HAZARDOUS SUBSTANCE. - SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE AND LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. - THE SPILL PREVENTION PLAN WILL BE ADJUSTED BY THE CONTRACTOR TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. - THE JOB SITE SUPERINTENDENT RESPONSIBLE FOR DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL HAVE OTHER CONTRACTORS ON -SITE WHO WILL HELP WITH THE PREVENTION AND CLEANUP. THE PERSONNEL NAMES WILL BE POSTED IN THE OFFICE JOB TRAILER ONSITE. NOTES: 1. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED TO WATER OF THE STATE. 2. OFF -SITE VEHICLE TRACKING OF DIRT, SOILS AND SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED OR ELIMINATED TO THE MAXIMUM EXTENT PRACTICAL. - LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL. - MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIALS STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO: BROOMS, MOPS, RAGS, GLOVES, GOGGLES, CLAY CAT LITTER, SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS. - SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS. - ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS. - FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675. - FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675. - FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE FLORIDA DEP SHALL BE CONTACTED WITHIN 24 HOURS. - FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED. SANITARY WASTES: 1. A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY TEN (10) WORKERS ON THE SITE. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME A WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS. 2 ALL SANITARY WASTE UNITS WILL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP'S MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTES FROM CONTRIBUTING TO STORM WATER DISCHARGES. THE LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION AND SEDIMENT CONTROL PLAN, INTERMEDIATE PHASE, SHEET BY THE CONTRACTOR ONCE THE LOCATIONS HAVE BEEN DETERMINED. 3. PRIMARY PERMITTEE (OPERATOR/CONTRACTOR) SHALL ENSURE AND DEMONSTRATE THAT THEIR ESPCP IS IN COMPLIANCE WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS. WASTE MATERIALS: 1. ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER SHALL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH WILL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WASTE WILL BE BURIED ONSITE. 2. ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURES FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES WILL BE POSTED AT THE JOBSITE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. 3. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. HAZARDOUS MATERIALS: 1. ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOB SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED, SHALL INSTRUCT SITE PERSONNEL IN THESE PRACTICES MATERIAL SAFETY DATA SHEETS (MSDS'S) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE WILL BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. AN MSDS WILL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS WILL BE MAINTAINED IN THE SWPPP FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO MUST HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE OF THE MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES. 2. THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN FOUND WITHIN THE SWPPP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES WILL BE ALLOWED TO COME IN CONTACT WITH STORMWATER DISCHARGES. IF SUCH CONTACT OCCURS, THE STORMWATER DISCHARGE WILL BE CONTAINED ON -SITE UNTIL APPROPRIATE MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH CONTAMINATED STORMWATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF THE SPCC PLAN. NOTICE OF TERMINATION: A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE FDEP AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION: TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. NAME: TITLE: OPERATOR AND/OR RESPONSIBLE AUTHORITY SIGNATURE: DATE: CONTRACTOR CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER." SIGNATURE COMPANY, NAME, AND ADDRESS RESPONSIBLE FOR SIGNATURE: COMPANY: NAME: TITLE: ADDRESS: DATE: PHONE: SIGNATURE: COMPANY: NAME: ADDRESS: TITLE: DATE: PHONE: SIGNATURE: COMPANY: NAME: ADDRESS: TITLE DATE: PHONE: GENERAL CONTRACTOR TEMPORARY & PERMANENT STABILIZATION STABILIZED CONSTRUCTION ENTRANCE, EARTH DIKES, SEDIMENT BASIN EST. CONSTRUCTION SCHEDULE 2M 2023 FM I MARCH 1 APRE, 1 MAY 1 JUNI 1 JMY AUG 1 SIP. 1 OCT. WN. 1 DEC. JAH. 1 FEB. 1 MARCH 1 APRIL I MAY 1 DUNE I MY INSTALL TREE SAVE FENCING INSTALL CONSTRUCTION EAT dt SILT FENCE SEDIMENT BARRIERS CLEARING/GRUBBING OF EASTING VEGETATION 2= AS NECESSARY INSTALL TEMP. SIOMMER BASINS, INLET PR07ECTION BMP* SILT FENCE SEDIMENT BARRIERS (E.G. INITIAL PERIMETER OONTROLS) CLEARING/GRUBBING OF FASTING VEGETATION INSTALLA71ON OF F.D.O.T. STORM UNE/DRAINAGE STRUCTURES DM SITE MASS GRADING OF THE OVERALL SITE TEMPORARY VEGETATION INSTALLATION OF STORM, SERWERAGE, AND U71UYIES BUILDING PAD PREP & FOOTING/FOUNDATIONS INSTALL CURB/GUTTER do PAVEMENT BASE VERTICAL BUILDING CONSTRUCTION FINAL GRADING & PAVING PERMANENT VEGETATION/LANDSCAPING INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS NEEDED AFTER SITE STABILIZATION, REMOVE EROSION CONTROL DEVICES SEAL i i G E A Y , L � * ' No. 52896 ' -O '• S T OF �G /// TONAL � ����. "//IIIlII m\\\ O O C', W M M A Wa cn zrWw x o0 U 0 1-A E- w L F- a W L) LLj ci In Er OCLC W d z 9 a a W A w d A O z ra �IJv cv CQ cc ao -. c•� � -, t` z` o cq cq co E E- O z 4CL DRAWN BY TLF DATE 06/29/2020 SHEET TITLE S. W.P.P. PLAN NOTES SHEET NUMBER C-4.2 ' - I I — L I I ---- I I ! 1- - ll— -- 1 - - - -- - - I _ I '.n f OcnF- NI�p� Lo MO01~i '•ONO-F-: LoNL~i Q+0 Q+�� Q+CD OO toLq a+ Qt\O L F-- ��t0 17 - m F m F- m F-- W �ZII _ NZII _ _ >- �11 ZII xNll F- Z X J W J W X -i W X J LLJ w W p LLJa 000_ z0 00- zo 00- zo — 0_ O Z — F- — F- I- F- F- F- 0 o a o 120 120 EXISTING FINISHED SANITARY SEWER CONFLICT GRADE (TYP.) GRADE (T THRU DRAINAGE STIR. (SEE FINISHED INDEX N8O. (SHEET GRADE (TYP.) 4---j 100-YEAR FINISHED EXISTING 425-080 ON C.2) 11O H.G.L. (TYP.) GRADE (TYP.) GRADE (TYP.) -- 110 Vi ---------------- - - - - - - - - - - - - - :iti T 5--- tt ------ =--- ° ° ° ° v _ ° ° ° � ° ° ° ° °v v ° 100 e ° ° v ° ° °° ° ° ° ° ° ° ° ° 100-YEAR H.G.L. (TYP.) 100-YEAR 100 H.G.L. (TYP.) ° p ° 8"PVC SEWER NEW 2.5"PVC WATER MAIN NEW 8' PVC WATER MAIN STA: 2+57.42 LOCATED MIN18" BELOW LOCATED MIN. 18' BELOW INV: 104.73 . STORM LINE (STA:5+91) STORM LINE (STA:5+95) 90 NEW 8"PVC WATER MAIN 90 LOCATED MIN. 18" BELOW STORM LINE (STA:0+45) �� 00 LLB O� o � u- 0 o� U oo u- oo . LL® u-u- LL: ® u- I.L ® 0 u- L� ® �t U- 0 � J 0- 0 0) -1 n J a- 70 J CL m co cD 0) � N 0iU) d "� 0� m Q 0m 0_ 0m o II F d Ln III m II ~II � - LO ~11 — d. II LO ~II O O Z 0 Z OK 0 Z Z Z Z Z Z Z Z Z Z STORM LINE "A" Horizontal ,Scale.-1 "=40' Vertical Scale: 1 "=10' F. D. O. T. DRA/NA GE NO TE NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL BE MADE AND STORMWATER FLOWS THROUGH THE SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. DRAINAGE PERMIT HAS BEEN ISSUED. (P.) 7 N-� 1 r)F.: u- l L� •4-F-� I L� LO� I L� col- u- r� Li 00 I � L� 0)F- LL 0 i � u- �F u- N� i LL. r2- i F 'tF- Li- i L- LO i F-: u- O —ILL H r i F- L- 0 m O m O m 00 DI ml LO m LO mI N m ca co m O m 00 m 00 m 00 m Ln m N W m_ QN I m U I mr f" CI) I � rI-I I UrI-I � 1 UI 00 OII U 00 O 10 IJ\ Vo 10 r- 10 r-ll N NII mrIio wao_ wo O w a Q-- o wo IL- wo 10 w- 1 w w- w- wT LLJ �0_I0 a_ F- _ II J IJ IJ J a J IIX J a F- a ll llll JW a j a�I F- J —L w w w W w W w w I— W W W W W w W w 0- 0 F- 0 F- 0- 0 F- 0 F- 0 F- 0 F- — DJ H 0- O - OJ F- - OJ F- - 0- F- — OJ F- DO O 0 J Z J Z F- J Z J Z J Z J Z Z Z Z Z Z REMOVE C.B. TOP & INSTALL M.H. 120 FRAME/COVER 120 EXISTING FINISHED EXISTING EXISTING FINISHED GRADE (TYP.) GRADE (TYP. GRADE (TYP.) FINISHED EXISTING GRADE (TYP.) GRADE (TYP.) ._ ----- - - - - -� - - - - -_._ - -- --- - -------.---- GRADE (TYP.) GRADE (TYP.) FINISHED ------ - -------- GRADE (TYP.) -_ __ - - - - - - - - - - - - - - - - ---------- 110 110 SEES RM LINE - - _ "B.1" PROFILE- - - - - - - EX. 8"PVC SEWER---_- - - - 8"PVC SEWER 8"PVC SEWER 8"HDPE L'SCAPE STA: 7+95.25 INV: 105.44 - STA: 0+93.04 STA: 2+80.70 10"HDPE L'SCAPE PIPE CONNECTION INV: 103.68 INV: 99.31 INV: 101.81�y PIPE CONNECTION 100 10"HDPE L'SCAPE 99.98 EX. 8"PVC SEWER 10-YEAR 100 PIPE CONNECTION A: +1. 7 H.G.L. (TYP.) INV: 99.53 r-Lk 10-YEAR INV: 106.02 H.G.L. (TYP.) = 10-YEAR 10"HDPE L'SCAPE -_ - - H.G.L. (TYP.) PIPECONN0ECTION - -- INV: 90 - _ _ _ - -t=l 10-YEAR 90 H.G.L. (TYP.) 00 00 NO 0 b\ 0 0 x 0 o b\ o o o 0 N 0 0 LO L� co 0 w 0 o w o LL w F- o F w o F- w H w E- H O N 0 � o� � o� � 0 o �- � 0 o L` o- 0 W 0 o F- Li.. o .- w o 0 F- L` .- w O .- 0 LL w o LL 0 o w o u- L` u- t'' Cdi F- ♦- ® w F- F- ® Li F- ® w 1- F- ® w F- Li ® F- Li. ® F- LL_ ® F2 LL_ H LL ® LLL� U- LL. ® L~i. ® ca ILL 4_ L~i L~L L~i LL: ® OD Ui Li ® 0 t~i 0 li -j 0 W W Li -j W Ln tL m LL J W 1 LL LL J LJ N LL LL -� W 01 LL J W N 00 L J w rn V) w N J w M L� J w O 0 L'- J W 0) OR Ln J W J W 0_ �_ (a J W c0 0- N J W 0- r) O J W Mao -I W m O M 0- I"? — ,t 0- co r) 0- 0) 0- m O 0- 0 0 0_ cD N 0- n O) r) 0- r) 00 N n 0_ rn (0 0- O 0 O N 0- O 0 O_ O 0 LO LO 0 O_ c0 (0 0 O_ cn 0- n 0- •- 0 O_ 0 Lri O_ c0 O 0) 00 U N7 0 N cn N 0 r) m N Co cn O cn 0 r) O) = O O O 0 4 r) = O) N r) 0 = cn O 00 N D p) = 6) 00 r- 0 Co m = CD 0 O) = O �t 0 r = O N 0 00 m 0) aj r� 0 = O O = _O O = N 00 = 4 p) = m N = si N NO O) N 00N 0 H x IIM N F- 0 I146 ca F- O) 0 O Ilcn F- O O II F- F O) O III F- II00 O H O O II°) F- O IIrn� F- II IIo O H O IIo F- IIo O F- = 1100 O H IIO 00 F- - 00 IIo F- •- o o 11 II d 11 o 11 II .,t III r) o 11 II r) I II r) z Z) 11 r) z 0 11 z r) III z M o 11 r) z o Z 11 z r) III z r) o o_ 11 r) � z o_ 11 z r) III o__ II zz III .- z o_ III o_ z 0 0 zz oZz o_ z o zZ o_ o_ o_ o_ o_ O-_ o_ > z zZZ »> »> ZZz ZZ » »> KZ zz » j> zz zz » zZ » Zz » >Z> z_z zZ » zZ » Zz » zzZ »> zz zz STORM LINE "B" 0 (1) > W V Z Q SEAL 111111III1111/// * No. 52896 * ' %-o'• S eTO ' /ONAL '''S//11111111111100 -mm, r, Zj O 1.0 E •F a a, Cn W A E A al 0 z F o r � U o t paa A ��... 9 :.a a.: v F q \ \ - \ \ - to to 0 0 0 CD -4 o 0 0 E- E- E-4 E- E E- C; ap O z DRAWN BY CHECKED BY TLF I RCL DATE 08/29/2020 SHEET TITLE STORM SEWER PIPE PROFILE'S Horizontal SScale.• 1 ' =40' Vertical Scale: 1 "=10' SHEET NUMBER C-5.0 MA" wv mu svrv-ni 120 FINISHED GRADE (TYP.) 110 100 .e F: L� In O In _o II J w F- W J Z K O U- F-: O N L� M J W N Lo 00 p N O = �� n II II - O Z Z ZIZ Z 120 110 EXISTING GRADE (TYP.) 100 10-YEAR H.G.L. (TYP.) 90 STORM LINE "B.1" Horizontal Scale.. I "=40' Vertical Scale: 1 "=10' M T � N m0 Ur In 00 ON 000 LiO Li W O ~ J J ~ J w -w w p F- J J J Z Z Z 120 120 EXISTING FINISHED 110 GRADE (TYP.) GRADE (TYP.) 7 110 100 100 10-YEAR H.G.L. (TYP.) 90 90 b\ L, Lq LL. 0� o- <L ® W LL ® O M L- L- N J LiL0 J W Ih C O03 o � m0 OD 0)p O rnrnrn _ II o _ II D II II � D II - Z) OZZ OZ O Z Z Z Z Z Z STORM LINE "G" Horizontal ,Scale.• 1 ' =40' Vertical Scale: 1 "=10' STORM LINE licit Horizontal ,Scale.• 1 "=A0' Vertical Scale: I "=10' tn� i N� M� �� to F-: W L~ m 0 W O W 0 W O W O m m 0 O --.)to O O p O O O O O II W 11 W II W II W II W II W o_ 0 w w w w O O Z Z Z Z 120 120 EXISTING GRADE (TYP.) FINISHED GRADE (TYP.) ----__-----. — — — ____ 110 — ------------- FINISHED i _ -- 110 — — — — — — GRADE (TYP.) —[EXISTING GRADE (TYP.) 100 100 10-YEAR 10-YEAR H.G.L. (TYP.) H.G.L. (TYP.) 90 90 Ilo wo w0 w0 U- p o.- o� o� � o� F-O L- F: F: LL: ® LL. F- ® �-F-: L� ® LL. F-: Li ® r• L� ® O NLLJ J �� J OO Li J J J LLJ 0)a) W 0 O ^� IL to 0 �� a- 0 O Or O_ O N O Op O O_ r O N O 0)4M 11 _ rn� r = °nrn — _ °)6 2 IIo 00 00 F- III II F_ N III F- DII Co I- DII F- III F D OZZ OZ OZ OZ OZ O > > > > > > > > > > > > Z Z Z Z Z Z Z Z Z Z Z Z STORM LINE "Eli Horizontal ,Scale.• Vertical Scale: I "=10' STORM LINE "Fit Horizontal ,Scale.• I Vertical Scale: I "=10' N�-: MF: 'I- F-: nF- wI,_ r,I-: rn�-: Off: 7F- I U- I Li I U- Li I LI U- j U- w = O 00 L = LO = 0 = Ln O m 0 2 M =<L 0 O � r -7 � M Ut J0o OR _ 00 r O a I w0 ro �O It �0 I w0 Ln I w0 U i I w0 LO 610 0 — 0o Lo po LO m o - 00 ai x it i1 n r n � i1 r 11 i1 111 111 n n W ~ J J -� F- J ~ J ~ J .J J -1 J J W W LJ W W W W W W Li W O W 0 W p W p W O W Li W W O W J Z F-Z J J Z J Z J Z .J Z J Z J Z F- J Z 120 120 FINISHED GRADE (TYP.) EXI TING FINISHED EXISTING GRADE (TYP.) 110 GRADE TYP.) GRADE (TYP.) GRADENISHED (TYP.) EXISTING 110 GRADE (TYP.) 100 \ ---JJ — 100 \-6"PVC 10-YEAR 8"HDPE I 'SCAPE 6" PVC SEWER. SEWER H.G.L. (TYP.) 10-YEAR PIPE CONNECTION STA: 4+3044 103.72 STA: 5+3 .15 8"PVC SEWER _ _ — -" — - H.G.L.NV: .G.L. (TYP.) INV: 99.25 INV: 103. 5 STA: 6+47.36 — • — • -- • — — 10-YEAR INV: 104.60 90 - — — — — _. — -._, Aj H.G.L. (TYP.) 90 Ro 0 No R Ro NO 0 x w 0 w o w o w o w o o w o o o 0wo F--: O® F-: O '- F: O F- O '- F: O F O F O r F O F: O O O .- U- �'- w Li. LL ® L� L'- ►_ ® L`- L�. ►_ ® L` lL ® LL F-: ® L� L'- F_ ® L` L� L� ® L` F•: ® U: O � I Li (� O L" Li N O O O J O N W N J W O 0) W O J W Cq Li L� to 0 O J W r W LL_ O J a_ LL O J a_ M O W O J W M W O J W a) W J W to r O I!) _1 W M O J W 00 �t = t0 d 00 O t t 0_ It p n Co N 0 In O O O P• 0 O 0_ M O r• 0 0) r O 00 N d 0 p a) n- O Ln O O O r• M O 0_ Cn p O W N M O O Cn (0 t0 O 4 N m O ui �= C7 ui r 00 m O t6 r• = O r U7 m O� r m m CA r = O) O r• S r- O O c0 = _� _ M F 0 FI O F' � O II F- i d F- F- II ao H O w II H II m 1— 00 H O X O II Z M O II Z N O II Z Z N O II Z N O II Z N O II N O Z Z O — Z O II Z Z r. O Z O W O— O— O—_ O— O— O— O— O— O-- O— O > » » » > » » » » » » > » > Z Z Z Z Z ZZZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z STORM LINE "Hit Horizontal ,Scale.• I "=40' Vertical Scale: I "=10' N W �Q V 0 y m Q• Cu Z t5 0 7 L a u) SEAL .,c,�plY I�,£, .. * ; No. 52896 ' �-O'• S eTO 0'��.'•'c4 0 R 1 DP''• �����\ S L'SCAPE JNECTION .44 0 CQ W zrww O Ems"., a 0 cn ►�"+ 0tn� 0 U GA 1— W U o0 J � W W 0 v N d Roe O a 00 0 W O a c 0 o w "'I N � O A CO3 Z U 1b, a O O E- a U W U a � z U 1 0 CD C2.1 .4 a E Cn U W w C\2 Em ado M ci q \ \ \ i 0 0 0 o 0 E E-&4 0 O z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE STORM SEWER PIPE PROFILES SHEET NUMBER C — 5.1 hw "lef mm-f/ I I ! I I F I I III II 7 +L I ". I __ � I III I 11 1 _. _ - - 1 ! 1 1 '1 I I --I"1 !_ �'1I'^ ' 1I'1 - - --I— I- - --I _ _ _ I I ' _111' 11 _ 1 7 U N n r, 0] O L,.1 0 U 1 6 U U� �� II a0 L �O W� EL (O W - J W _ J W _ J W • J W w of F- o►- F- �H J J J J Z Z Z Z 120 120 FINISHED EXISTING FINISHED EXISTING GRADE (TYP.) 7 GRADE (TYP 110 GRADE (TYP.) GRADE (TYP.) 110 100 — 100 (I 12"HDPE L'SCAPE\_10-YEAR 7 PIPE CONNECTION H.G.L. (TYP.) in -YEAR INV: 100.75 H.G.L. (TYP.) 90 90 b\ b\ b\ wo wo Leo wo F p r O r 0 .- F O U_ W LL 0 LL. L� 0 w lL ® L� � LL 0 N 00 ON J W J w 00 J W J LL, O to a0 00 p I- r, 0 p 00 000 00 Cl M a0 MO p O_ a,rnrn L0 = p rn '- _ rnq6 - = II p0; T = II F- II II 00 F- II 0 II � F- II F- OZ Z 0Z O? O? 0 »> » >> » > Z Z Z Z Z Z Z Z Z Z STORM LINE "J" Horizontal ,Scale.• I "=40' Vertical Scale: I "=10' co J_.: J� O� �� O� i Lr)J O J (V 06^ UM OM m �� 7 _0 �� LnC� �K2 LJ- LLI II II r II a II II II J W ~ , J W ~ _l W J W J W J W 0_ O W O W 0 W W F- J Z J Z F_ J Z J Z 120 120 EXISTING FINISHED EXISTING GRADE (TYF FINISHED GRADE (TYP.) GRADE (TYP.) RADE (TYP.) ---------- ------_— --- 110 --f� 110 ITFE� REM( & IN i i 77 _1 11 11 1 LA-1177A FRAN 10-YEAR j 6"HDPE L'SCAPE H.G.L. (TYP.) PIPE CONNECTION 100 10-YEAR 10"HDPE L'SCAPE INV: 107.74 100 H.G.L. (TYP.) PIPE CONNECTION INV: 105.09 90 90 H O tp 0 p O c0 0 p O Li cO p p O Lp 0 p N_ 0 p L" U_ ". 0 N L~ LL. 0 to L~i LZ 0 � U_ Li 0 M L~ LZ ® 'o LL LqO _j W '4:N J W Oc0 J W OI, J W 0sf J W NCo N00 0 r- d j p_ tort a_ irj 0 M't 4 W O O O tC) CL ON � 0 O Ll Lp M 0 cON 0 (O II �� O _O II -O II 0 r II = o = O II 0 00 F- Ln !- ' III OZZ r7 MII pZ r7 DII pZ N III pz III pz III pz >>> >> » >> » >> zzz zz zZ z z zZ zZ STORM LINE "L" Horizontal ,Scale.• I "=40' Vertical Scale: 1 "=10' VE C.B. TOP STALL M.H. E/COVER GI STORM LINE "K" Horizontal ,Scale.• I "=40' Vertical Scale: I "=10' STORM LINE "M" Horizontal ,Scale.• 1 "=40' Vertical Scale: 1 "=10' N ' t0 J w J W LL-J W W J W -d 0]� J UO UM J U� m^ DO �O Lil0 LLIp wp W � II >_ II II II II r II w w ~w ~w ~w w f- C o t- o w o w IL Z LLJ O Ld Z Z Z O 120 120 EXISTING GRADE (TYP.) FINISHED GRADE (TYP. EXISTING FINISHED GRADE (TYP.) GRADE (TYP.) 110 _ — — 110 j-, -- - - - - 0_ 4), 100 1 o-YEAR 100 H.G.L. (TYP.) — _ • — • — — ' -' ' '- ' — 8"HDPE L'SCAPE PIPE CONNECTION 10-YEAR INV: 102.28 H.G.L. (TYP.; „I 0 0 0 0 0 w o w 0 w o O wp 0 O® O® O N N w p N D Loww Li U- J Q F-:i LL. 0 w ��00O LL_ LL_ L: 0 M L" LL I~i I~ 00 ice- LO t0 �w N N W Lq OO, o- a. NOO 00'0t � 0 _ M II rn M �t 00 =W 0 _� _W N 0 Z)M II II � �rn II II X Z) DZ II II II II M II II OZ? w O?? W O— O—? OZ pZZ ZZZ »> ZZZ »> ZZ » >>> ZZZ ZZ >> ZZZ >>> I L� T l` J )M UN I Li L II a o_ � II J •w J -W W Z w Z 120 1 1 120 EXISTING GRADE (TYP.) FINISHED GRADE (TYP.) 110 110 100 11 100 LJ 10- AR H.G.L.(TYP.) 90 1 1 90 0 W 0 N ® ao tl w Li C -m O to 0 0 't CO C 2 °; II Co Z 0-- c >I> > > Z?z z STORM LINE "P" Horizontal Scale.• Vertical Scale: I "=10' STORM LINE "L" Hopizontal ,Scale.• I "=40' Vertical Scale: I "-10' GR I Ou N I U_ N O O — UO U r7 I ri w II � II J ♦- LV _j W F- Q w F- w J Z J Z 120 120 FINISHED EXISTING GRADE (TYP. ADE (TYP.) 110 I — 110 10-YEAR H.G.L. (TYP.) 100 100 O N ELF O H � 0 0 to .- .J W U� 00 Om O Co p II _O 0 � = II � 1-11-1 0 OZK O zzz z STORM LINE II Horizontal ,Scale.• 1 "=40' Vertical Scale: 1 "=10' 120 EXISTING GRADE (TYP.) 110 100 N L� I lL -O U� �N I w� .<i II �- II H W U_ U_ o�r,f c0 O O) O,66 111 0 0 un D pzz zzz 02 m. 120 FINISHED GRADE (TYP.) 110 10-YEAR H.G.L. (TYP.) 100 6"PVC SEWER STA: 0+24.22 INV: 105.90 STORM LINE "R" Horizontal ,Scale. I "=40' Vertical Scale: I "=10' V � W Z U a SEAL `����111111111►��� Y L * ' No. 52896 -O'• S T OF G %,S /ONAL�\`����� a O O C M awA W M Wa zw w o x m d v 0-4 G4 O Fi Z W N c.> Wc p 00 0 C CL W IY W 0 v 021 CA cn A ".a.a 0 �0,, o CD�0z,,, E--E Ea-F C � F L�NE- EN- E O CC)z O DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE STORM SEWER PIPE PROFILES SHEET NUMBER C-5.2 hW JOB No. WM-m I --1 From To P/pe Depth, In. Type Mat Length ft Slope Upper Invert Lower Invert n-value Pipe Capacity, cfs A-2 A-1 54 REINFORCED CONCRETE PIPE 257 1.20% 99.59 96.50 0.013 216.00 A-3 A-2 54 REINFORCED CONCRETE PIPE 345 1.48% 104.71 99.59 0.013 240.00 A-4 A-3 54 REINFORCED CONCRETE PIPE 79 0.50% 105.10 104.71 0.013 139.43 A-5 A4 54 REINFORCED CONCRETE PIPE 47 0.30% 105.24 105.10 0.013 107.60 B-2 B-1 42 REINFORCED CONCRETE PIPE 38 2.65% 91.30 90.30 0.013 164.14 B-2.1 B-2 18 ABS PLASTIC 18 2.50% 100.00 99.54 0.013 16.65 B-3 B-2 42 ABS PLASTIC 32 1.00% 92.53 92.21 0.013 101.08 B4 B-3 42 ABS PLASTIC 95 1.00% 93.49 92.53 0.013 101.08 B-5 B4 36 ABS PLASTIC 30 1.00% 94.29 93.99 0.013 67.01 B-6 B-5 36 ABS PLASTIC 110 1.00% 95.39 94.29 0.013 67.01 B-7 B-6 30 ABS PLASTIC 92 1.00% 96.82 95.89 0.013 41.21 B-8 B-7 30 ABS PLASTIC 57 1.00% 97.39 96.82 0.013 41.21 B-9 B-8 30 ABS PLASTIC 93 1.00% 98.32 97.39 0.013 41.21 B-10 B-9 30 ABS PLASTIC 74 1.00% 99.06 98.32 0.013 41.21 B-11 B-10 30 ABS PLASTIC 82 1.00% 99.89 99.06 0.013 41.21 B-12 B-11 30 ABS PLASTIC 102 1.00% 100.91 99.89 0.013 41.21 B-13 B-12 30 ABS PLASTIC 64 1.00% 101.56 100.91 0.013 41.21 B-14 B-13 30 ABS PLASTIC 105 1.00% 102.61 101.56 0.013 41.15 B-15 B-14 30 ABS PLASTIC 86 1.00% 103.47 102.61 0.013 41.15 B-16 B-15 18 ABS PLASTIC 91 1.00% 105.38 104.47 0.013 10.54 B-17 B-16 18 ABS PLASTIC 21 1.03% 105.60 105.38 0.013 10.67 C-1 B-3 18 ABS PLASTIC 94 1.50% 100.26 98.86 0.013 12.90 C-2 C-1 18 ABS PLASTIC 69 1.50% 101.30 100.26 0.013 12.92 E-1 B-5 24 ABS PLASTIC 105 1.00% 97.44 96.39 0.013 22.68 E-2 E-1 24 ABS PLASTIC 75 1.00% 98.20 97.44 0.013 22.68 E-3 E-2 18 ABS PLASTIC 104 1.00% 99.74 98.70 0.013 10.53 E-5 E-3 18 ABS PLASTIC 124 1.00% 100.97 99.74 0.013 10.53 E-6 E-5 18 ABS PLASTIC 77 1.60% 102.20 100.97 0.013 13.32 F-1 B-11 18 ABS PLASTIC 88 2.00% 104.80 103.05 0.013 14.89 G-1 B-15 18 ABS PLASTIC 83 1.00% 105.33 104.50 0.013 10.53 H-2 H-1 36 ABS PLASTIC 64 0.32% 91.20 91.00 0.013 1 37.83 Storm Sewer Tabulation From To Pipe Depth, In. Type Mat. Length ft Slope Upper Invert Invert Lower Invert Pipe Capacity, cfs H-3 H-2 30 ABS PLASTIC 28 1.00% 94.90 94.62 0.013 41.13 H4 H-3 24 ABS PLASTIC 44 1.00% 95.85 95.40 0.013 22.68 H-5 H4 24 ABS PLASTIC 85 1.00% 96.70 95.85 0.013 22.68 H-6 H-5 24 ABS PLASTIC 71 1.00% 97.40 96.70 0.013 22.68 H-7 H-6 24 ABS PLASTIC 53 1.00% 97.93 97.40 0.013 22.68 H-9 H-7 24 ABS PLASTIC 77 1.00% 98.70 97,93 0.013 22.68 H-10 H-9 18 ABS PLASTIC 75 1.00% 99.95 99.20 0.013 10.53 H-11 H-10 18 ABS PLASTIC 75 1.00% 100.70 99.95 0.013 10.53 H-12 H-11 18 ABS PLASTIC 69 1.00% 101.39 100.70 0.013 10.53 H-13 H-12 18 ABS PLASTIC 143 1.00% 102.82 101.39 0.013 10.53 J-1 H-4 18 ABS PLASTIC 58 1.00% 97.79 97.20 0.013 10.53 J-2 J-1 18 ABS PLASTIC 110 1.00% 98.89 97.79 0.013 10.53 J-3 J-2 18 ABS PLASTIC 100 1.00% 99.89 98.89 0.013 10.54 J4 J-3 18 ABS PLASTIC 103 1.00% 100.92 99.89 0.013 10.52 K-1 H-11 18 ABS PLASTIC 74 1.20% 102.23 101.35 0.013 11.54 L-2 L-1 36 ABS PLASTIC 109 0.04% 91.95 91.90 0.013 13.64 L-3 L-2 36 ABS PLASTIC 117 0.04% 91.99 91.95 0.013 13.64 L4 L-3 36 ABS PLASTIC 138 2.00% 99.98 97.22 0.013 94.58 L-5 L-4 36 ABS PLASTIC 95 2.00% 101.89 99.98 0.013 94.58 L-6 L-5 36 ABS PLASTIC 32 2.00% 102.54 101.89 0.013 94.58 L-7 L-6 30 ABS PLASTIC 64 0.60% 103.42 103.04 0.013 31.86 L-8 L-7 30 ABS PLASTIC 91 0.60% 103.96 103.42 0.013 31.86 L-9 L-8 24 ABS PLASTIC 102 0.60% 105.07 104.46 0.013 17.57 L-10 L-9 18 ABS PLASTIC 76 0.60% 106.03 105.57 0.013 8.16 L-11 L-10 16 ABS PLASTIC 33 0.12% 106.28 106.24 0.013 2.67 M-1 L-2 18 ABS PLASTIC 52 2.00% 100.65 99.61 0.013 14.89 M-2 M-1 18 ABS PLASTIC 26 2.00% 101.18 100.65 0.013 14.89 P-1 L4 18 ABS PLASTIC 46 2.00% 105.50 104.59 0.013 14.89 Q-2 Q-1 16 ABS PLASTIC 38 1.20% 109.50 109.05 0.013 8.43 R-2 R-1 18 ABS PLASTIC 43 1.00% 108.50 108.07 0.013 10.53 Pagel Storm Sewer Tabulation Station Len Dmg Area Rnoff Area x C Tc Rain Total Cap Vol Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syat Size Dn Up Dn Up Dn Up [Slope (ft) (ac) (ac) (C) (min) (min) (In/hr) (cfs) (cfs) (ftls) (in) ) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 37.773 0.00 8.58 0.00 0.00 7.47 0.0 8.2 8.0 59.75 163.7 8.42 42 2.65 90.30 91.30 92.72 93.72 95.40 105.41 B2 to 81 2 1 31.658 0.42 8.18 0.90 0.38 7.11 5.0 8.2 8.0 57.00 100.8 9.52 42 1.00 9221 92.53 94.10 94.89 105.41 105.20 83 of B2 3 2 95.435 0.39 7.52 0.90 0.35 6.51 5.0 8.0 8.1 52.70 100.8 7.80 42 1.00 92.53 93.49 94.89 95.76 105.20 106.36 64 to B3 4 3 29.828 0.00 7.13 0.00 0.00 6.16 0.0 7.9 8.1 49.97 66.82 9.48 36 1.00 93.99 94.29 95.92 96.59 106.36 107.38 85 to B4 5 4 110.251 0.15 5.39 0.95 0.14 4.87 5.0 7.7 8.2 39.98 66.82 7.31 36 1.00 94.29 95.39 96.59 97.45 107.38 107.75 B6 to 85 6 5 92.041 0.38 5.24 0.90 0.34 4.73 5.0 7.5 8.3 39.11 41.09 9.19 30 1.00 95.89 96.82 97.84 98.93 107.75 107.75 87 to B6 7 6 56.563 0.12 4.86 0.95 0.12 4.39 5.0 7.4 8.3 36.49 41.09 8.38 30 1.00 96.82 97.39 98.93 99.43 107.75 107.75 88 to B7 8 7 92.658 0.23 4.74 0.90 0.21 4.27 5.0 7.2 8.4 35.81 41.09 8.36 30 1.00 97.39 98.32 99.43 100.34 107.75 108.02 69 to B8 9 8 74.053 0.45 4.51 0.90 0.41 4.07 5.0 7.1 8.4 34.32 41.09 8.12 30 1.00 98.32 99.06 100.34 101.05 108.02 107.86 B10 to 69 10 9 82.417 0.00 4.05 0.00 0.00 3.66 0.0 6.9 8.5 31.13 41.09 7.61 30 1.00 W06 99.89 101.05 101.79 107.86 109.46 1311 to B10 11 10 102.267 0.09 3.73 0.90 0.08 3.37 5.0 6.6 8.6 29.00 41.09 7.38 30 1.00 99.89 100.91 101.79 102.75 109.46 110.00 B12 to 811 12 11 64.208 0.46 3.64 0.90 0.41 3.29 5.0 6.5 8.7 28.48 41.09 7.41 30 1.00 100.91 101.56 102.75 103.38 110.00 109.78 B13 to B12 13 12 104.854 0.20 3.18 0.90 0.18 2.87 5.0 6.2 8.8 25.20 41.03 6.82 30 1.00 101.56 102.61 103.38 104.32 109.78 109.78 B14 to B13 14 13 86.500 0.39 2.98 0.90 0.35 2.69 5.0 6.0 8.9 23.84 41.03 6.78 30 1.00 102.61 103.47 104.32 105.13 109.78 109.78 B15 to B14 15 14 90.894 0.00 1.99 0.00 0.00 1.83 0.0 5.9 8.9 16.40 10.50 9.28 18 1.00 104.47 105.38 105.97 108.19 109.78 112.25 B16 to 815 16 15 21.171 1.31 1.99 0.92 1.20 1.83 5.0 5.8 9.0 16.43 10.64 9.30 18 1.03 105.38 105.60 109.53 110.05 112.25 113.82 B17 to B16 17 16 26.833 0.00 0.69 0.00 0.00 0.63 0.0 5.7 9.0 5.69 10.22 3.22 18 0.95 105.60 105.85 110.25 110.33 113.82 113.82 1317.1 to B-17 18 17 154.558 0.00 0.69 0.00 0.00 0.63 0.0 5.1 9.3 5.86 11.18 4.77 15 3.00 104.17 108.81 110.49 111.76 113.82 113.12 Q1 to B17.1 19 18 37.709 0.69 0.69 0.92 0.63 0.63 5.0 5.0 9.4 5.90 8.40 4.23 16 1.20 109.05 109.50 111.92 112.14 113.12 113.00 Q2 to Q1 20 End 42.767 0.67 0.67 0.92 0.61 0.61 5.0 5.0 9.4 5.73 10.53 5.03 18 1.01 108.07 108.50 108.99 109.42 112.97 111.73 R2 to R1 21 End 108.615 0.00 11.80 0.00 0.00 9.83 0.0 6.9 8.5 83.58 13.61 12.00 36 0.04 91.90 91.95 94.70 96.42 104.41 107.73 L2 to L1 22 21 116,854 0.32 11.23 0.80 0.26 9.33 5.0 6.7 8.6 79.95 13.61 11.31 36 0.04 91.95 91.99 98.59 100.27 107.73 106.00 L3 to L2 Project File: New.stm Number of lines: 59 Run Date: 6/2/2022 NOTES:Intensity = 63.97 / (Inlet time + 8.70) A 0.73; Return period =Yrs. 10 c = cir e = ellip b = box Storm Sewers v2023.00 Structure Name Inlet Elev., ft. Type Str. Structure Height, ft. A-1 103.12 D.I. TYPE-K 7.1 A-2 109.81 J.B. 10.7 A-3 112.60 J.B. 8.4 A-4 113.60 J.B. 9.0 A-5 113.59 EX. J.B. 8.8 B-1 95.40 EX. PIPE 4.7 B-2 105.41 J.B. 14.5 B-2.1 105.05 C.I. TYPE-6 5.1 B-3 105.20 D.I. TYPE-D 12.7 84 106.36 D.I. TYPE-C 12.9 B-5 107.38 J.B. 13.1 B-6 107.75 D.i. TYPE-C 12.4 B-7 107.75 D.I. TYPE-C 10.9 B-8 107.75 D.I. TYPE-C 10.4 B-9 108.02 D.I. TYPE-C 9.7 B-10 107.86 D.I. TYPE-C 8.8 B-11 109A6 J.B. 9.6 B-12 110.00 D.I. TYPE-C 9.2 B-13 109.78 D.I. TYPE-C 8.2 B-14 109.78 D.I. TYPE-C 7.3 B-15 109.78 D.I. TYPE-C 6.3 B-16 112.25 D.I. TYPE-C 6.9 Structure Name Inlet Elev., ft. Type Str. Structure Height, ft. B-17 113.82 J.B. 8.2 C-1 105.75 D.I. TYPE-C 5.5 C-2 105.80 D.I. TYPE-C 4.5 E-1 106.95 J.B. 9.5 E-2 105.00 D.I. 6.8 E-3 104.50 D.I. 4.8 E-5 105.00 D.I. 4.0 E-6 106.00 D.I. 3.8 F-1 109.30 D.I. TYPE-C 4.5 G-1 109.25 D.I. 3.9 H-1 94.93 EX. PIPE 3.9 H-2 103.59 C.I. TYPE-6 12.4 H-3 104.78 J.B. 9.9 H-4 106.15 J.B. %3 H-5 105.35 D.I. TYPE-C 8.7 H-6 105.40 D.I. TYPE-C 8.0 H-7 105.85 D.I. TYPE-C 7.9 H-9 105.80 D.I. 7.1 H-10 105.80 D.I. 5.8 H-11 105.80 D.I. 5.1 H-12 110.73 J.B. 9.3 H-13 109.00 D.I. 6.2 AL TERNA TE PIPE MA TER/AL S NO TE., 1. APPROVED PLASTIC PIPE MATERIAL TYPES INCLUDE: a. ADS N-12 WT IB HDPE (4" - 60") b. CONTECH A-2000 PVC (4" - 36") c. HANCOR SURE-LOK ST IB HDPE (4" - 60") d. ADS HP STORM POLYPROPYLENE (12" - 60") Structure Name /n/et Elev., ft. Type Str. Structure Height, ft. J-1 105.22 D.I. TYPE-C 7.4 J-2 105.75 D.I. TYPE-C 6.9 J-3 105.75 D.I. TYPE-C 5.9 J4 105.42 D.I. TYPE-C 4.5 K-1 106.00 D.I. 3.8 L-1 104.41 EX. D.I. 12.7 L-2 107.73 J.B. 15.8 L-3 106.00 D.I. TYPE-C 14.1 L-4 110.31 D.I. TYPE-C 10.4 L-5 110.31 D.I. TYPE-C 8.5 L-6 111.75 J.B. 9.3 L-7 110.31 D.I. TYPE-C 6.9 L-8 110.31 D.I. TYPE-D 6.3 L-9 113.14 J.B. 7.6 L-10 112.00 D.I. 6.0 L-11 113.82 J.B. 7.5 M-1 105.68 D.I. TYPE-C 5.0 M-2 105.68 D.I. TYPE-C 4.5 P-1 109.25 D.I. TYPE-C 3.8 Q-1 113.12 EX. C.I. 4.3 Q-2 113.00 D.I. TYPE-C 3.5 2. FINAL APPROVAL FOR PIPE MATERIALS SHALL BE AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 3. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER IS MOST STRINGENT, SHALL BE INCORPORATED WITH THE SELECTED PIPE. 4. LOCAL JURISDICTIONAL PIPE MATERIAL RESTRICTIONS SHALL GOVERN. 5. CONTRACTOR SHALL VERIFY LOCAL JURISDICTIONAL REQUIREMENTS PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION. Paget Storm Sewer Tabulation Station Len Dmg Area Rnoff Area x C Tc Rain Total Cap Vol Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (i) flow full Line To Incr Total Incr Total Inlet Syst Size Slope On Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ff/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 23 22 138.193 0.22 10.91 0.90 0.20 9.07 5.0 6.5 8.7 78.51 94.32 11.11 36 2.00 97.22 99.98 101.81 103.72 106.00 110.31 L4 to L3 24 23 95.500 0.15 9.91 0.95 0.14 8.28 5.0 6.4 8.7 72.22 94.32 10.22 36 2.00 99.98 101.89 105.64 106.76 110.31 110.31 L5 to L4 25 24 32.253 6.49 9.76 0.80 5.20 8.14 5.0 6.3 8.7 71.18 94.32 10.07 36 2.00 101.89 102.54 107.57 107.94 110.31 111.75 L6 to L5 26 25 63.637 0.84 3.26 0.90 0.76 2.95 5.0 6.1 8.8 26.02 31.77 5.30 30 0.60 103.04 103.42 109.01 109.27 111.75 110.31 L7 to L6 27 26 91.000 1.07 2.42 0.90 0.96 2.19 5.0 5.7 9.0 19.71 31.77 4.01 30 0.60 103.42 103.96 109.38 109.59 110.31 110.31 L8 to L7 28 27 101.966 0.07 1.35 0.70 0.05 1.23 5.0 5.3 9.2 11.33 17.52 3.61 24 0.60 104A6 105.07 109.83 110.09 110.31 113.14 1-9 to L8 29 28 75.882 0.00 1.28 0.00 0.00 1.18 0.0 5.1 9.3 10.98 8.13 6.22 18 0.60 105.57 106.03 110.27 111.10 113.14 112.00 1-10 to L9 30 29 33.219 1.28 1.28 0.92 1.18 1.18 5.0 5.0 9.4 11.02 2.66 7.90 16 0.12 106.24 106.28 111.24 111.93 112.00 113.82 1-11 to L10 31 23 45.614 0.79 0.79 0.75 0.59 0.59 5.0 5.0 9.4 5.54 14.85 4.57 18 2.00 104.59 105.50 105.64 106.41 110.31 109.25 P1 to L4 32 14 82.780 0.60 0.60 0.85 0.51 0.51 5.0 5.0 9.4 4.74 10.50 5.24 18 1.00 104.50 105.33 105.21 106.16 109.78 109.25 G1 to B15 33 10 87.549 0.32 0.32 0.90 0.29 0.29 5.0 5.0 9.4 2.69 14.85 5.13 18 2.00 103.05 104.80 103.48 105.42 109.46 109.30 F1 to 611 34 End 63.806 0.30 3.80 0.90 0.27 3.23 5.0 13.3 6.6 21.28 37.73 5.75 36 0.32 91.00 91.20 92.48 92.84 94.93 103.59 H2 to 1-11 35 34 28.057 0.00 3.50 0.00 0.00 2.95 0.0 13.3 6.6 19.51 41.01 7.30 30 1.00 94.62 94.90 95.84 96.40 103.59 104.78 H3 to H2 36 35 44.496 0.00 3.50 0.00 0.00 2.95 0.0 13.2 6.6 19.57 22.62 7.71 24 1.00 95.40 95.85 96.84 97.44 104.78 106.15 H4 to H3 37 36 84.750 0.21 2.57 0.85 0.18 2.10 5.0 12.9 6.7 14.05 22.62 5.74 24 1.00 95.86 96.70 97.44 98.04 106.15 105.35 H5 to H4 38 37 70.500 0.17 2.36 0.85 0.15 1.92 5.0 12.7 6.7 12.95 22.62 5.88 24 1.00 96.70 97.40 98.04 98.69 105.35 105.40 H6 to H5 39 38 53.333 0.38 2.19 0.85 0.32 1.78 5.0 12.5 6.8 12.05 22.62 5.73 24 1.00 97.40 97.93 98.69 99.18 105.40 105.85 H7 to H6 40 39 76.739 0.24 1.81 0.80 0.19 1.45 5.0 12.2 6.9 9.96 22.62 5.15 24 1.00 97.93 98.70 99.18 99.83 105.85 105.80 H8 to H7 41 40 74.963 0.35 1.57 0.80 0.28 1.26 5.0 12.0 6.9 8.72 10.50 6.34 18 1.00 99.20 99.95 100.24 101.09 105.80 105.80 H10 to H9 42 41 74.963 0.26 1.22 0.85 0.22 0.98 5.0 11.7 7.0 6.84 10.50 5.07 18 1.00 99.95 100.70 101.09 101.71 105.80 105.80 HI to H10 43 42 68.588 0.00 0.92 0.00 0.00 0.73 0.0 5.6 9.1 6.66 10.50 5.30 18 1.00 100.70 101.39 101.71 102.38 105.80 110.73 H 12 to H 11 44 43 143.345 0.92 0.92 0.80 0.73 0.73 5.0 5.0 9.4 6.87 10.50 5.45 18 1.00 101.39 102.82 102.38 103.83 110.73 109.00 H 13 to H 12 Project File: New.stm Number of lines: 59 Run Date: 6/2/2022 NOTES:Intensity = 63.97 / (Inlet time + 8.70) A 0.73; Return period =Yrs. 10 c = cir e = ellip b = box Storm Sewers v2023.00 Page 3 Station Len Dmg Area Rnoff Area x C Tc Rain Total Cap Vol Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID coeff (I) flow full Llne To Incr Total Incr Total Inlet Syst Size Dn Up Dn Up Dn Up F(s.,'O) (ft) (ac) (ac) (C) (min) (min) (infhr) (cfs) (cfs) (ft/s) (in) (ft) (ft) (ft) (ft) (ft) (ft) 45 42 73.725 0.04 0.04 0.60 0.02 0.02 5.0 5.0 9.4 0.23 11.50 1.32 18 1.20 101.35 102.23 101.71 102.41 105.80 106.00 K1 to 1-111 46 4 105.457 0.00 1.74 0.00 0.00 1.29 0.0 6.7 8.6 11.06 22.62 6.41 24 1.00 96.39 97.44 97.38 98.63 107.38 106.95 E1 to 65 47 46 75.424 0.35 1.74 0.80 0.28 1.29 5.0 6.5 8.7 11.17 22.62 5.71 24 1.00 97.44 98.20 98.63 99.40 106.95 105.00 E2 to E1 48 47 103.858 0.90 1.40 0.70 0.63 1.01 5.0 6.2 8.8 8.87 10.50 6.38 18 1.00 98.70 99.74 99.76 100.89 105.00 104.50 E3 to E2 49 48 123.651 0.31 0.50 0.80 0.25 0.38 5.0 5.6 9.1 3.47 10.50 3.30 18 1.00 99.74 100.97 100.89 101.68 104.50 105.00 E5 to E4 50 49 76.847 0.19 0.19 0.70 0.13 0.13 5.0 5.0 9.4 1.24 13.28 2.30 18 1.60 100.97 102.20 101.68 102.62 105.00 106.00 E6 to E5 51 21 52.056 0.15 0.57 0.85 0.12 0.50 5 .0 5 1 9.3 4 6 7 14.85 6.05 18 2.00 99.61 100.65 100.19 101.48 107.73 105.68 M1 to L2 52 51 26.468 0.42 0.42 0.90 0.38 0.38 5.0 5.0 9.4 3.53 14.85 3.88 18 2.00 100.65 101.18 101.48 101.90 105.68 105.68 M2 to M1 53 2 93.763 0.11 0.23 0.90 0.10 0.22 5.0 5.5 9.1 1.98 12.86 4A1 18 1.50 9 8.86 100. 26 99.25 10 .7 0 9 105.20 105.75 C1 to 83 54 53 69.023 0.12 0.12 0.95 0.12 0.12 5.0 5.0 9.4 1.10 12.88 2.48 18 1.50 100.26 101.30 100.79 101.69 105.75 105.80 C2 to C1 55 36 58.405 0.20 0.92 0.95 0.19 0.85 5.0 6.5 8.6 7.35 10.50 6.00 18 1.00 9720 97.79 9 8.13 9 8 .84 1 06 .15 105.22 5 22 J1 to H4 56 55 110.094 0.36 0.72 0.90 0.33 0.66 5.0 6.1 8.8 5.81 10.50 4.73 18 1.00 97.79 98.89 98.84 99.82 105.22 105.75 J2 to J1 57 56 99.828 0.16 0.36 0.95 0.15 0.33 5.0 5.6 9.1 3.02 10.51 3.33 18 1.00 98.89 99.89 99.82 100.55 105.75 105.75 J3 to J2 58 57 103.434 0.20 0.20 0.90 0.18 0.18 5.0 5.0 9.4 1.68 10A9 2.81 18 1.00 99.89 100.92 100.55 101.41 105.75 105.42 J4 to J3 59 1 18.430 0.40 0.40 0.90 0.36 0.36 5.0 5.0 9.4 3.37 16.60 5.77 18 2.50 99.54 100.00 100.00 100.70 105.41 105.05 82.1 to 132 Project File: New.stm Number of lines: 59 Run Date: 6/2/2022 NOTES:Intensity = 63.97 / (Inlet time + 8.70) A 0.73; Return period =Yrs. 10 c = cir e = ellip b = box Storm Sewers v2023.00 0 SEAL No. 52896 ' = -O'• S T OF �A ''///►iill►ttt1��` III r1 O O Ir4 v `� M W E-t W W fi VR<0 V G� � a � Z �Wrc� WN O fEl1 0o� W �r W O z a O \ H g M C) Cn U A ..a 04 A \ \ \ . O O � to I 'E E O pp z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE STORM SERER PIPE PROFILES SHEET NUMBER C-5.3 i,FCiA JOB No. 2020-V -I - -- - -- I L - -- I_ 1 11 !1 I I i 1 i L- - - _L— __ I I I'. L1Fjj11ms1rem 1w,L 1 11_ - I - 1 IN , I l x Lai 120 EXISTING GRADE (TYP.) 110 100 �e 120 FINISHED GRADE (TYP.) 110 100 SANITARY LINE "I" Horizontal Scale.- I "=40' Vertical Scale: I "=10' LOWER M.H. F W/ FINISHED GI (NEW TOP EL:1011 QOF_: W mco W Ur- F_: W OCAS W Wt 00 �_: W lire W + M+ M+ M+ M+ M+ pN 2 ON =e(0 0Q0 -0 NN U O MLn U N ��•- fir-'-- C��� QO �F-� (U�� CJ�� NV) n �?Ni1 Nil V) V) n N n In _1 W m J W J W J W J W J W W O O O O O O r- 1- f- r- F- EXISTING 120 GRADE (TYP.) 120 FINISHED EXISTING _USH GRADE (TYP.) FINISHED GRADE (TYP.) ;ADE — — — — — GRADE (TYP.) ).42) ---- ------------------- — 110 — — — — 110 6== . ..... 100�_10"HDPE 100 STA: 0+41.34 INV: 103.49 90 90 LO Lim LO wow in wow o 00O 0 woo N U- U- ® oNN p) LL U_ �00 J ® Lr) MMLn L_ Li ® J N ^N U. ® J r\ O� U_ J p M J U') n f- U O L6� > to w co O�0 U > c0 O,6� M U > (0 w U n > r� c0 U M > 00 O II II a IICC co . 1,O cD a _ II II II II II II II II II Z) pZZ D p Z Z p Z Z Z p Z Z) p Z p > » > » > » » > Z Z Z Z Z Z Z IZ Z Z Z Z Z Z SANITARY LINE "3" Horizontal Scale.• 1 "=40' Vertical Scale: I "-10' mcoF-: Q�� UI- H a::� H I M0N W I+ EOM Li- I+ M-M Li I+ L` tn0r r M r, vi ji c" n cn n v) n w w L J U. o Io toa. C 120 120 120 EXISTING 120 EXISTING FINISHED GRADE (TYP.) FINISHED GRADE (TYP.) GRADE (TYP.) GRADE (TYP.) — 110 1 110 110 110 100 100 100 8"HDPE STORM 100 8"HDPE STORM STA: 0+37.15 STA: 0+37.15 INV: 105.57 INV: 105.58 90 90 90 90 b\ L�H O n a a LZ C J 0 w c0 6 to U cc > C II O o 9- 1 D II it C 'ZZ ZZZ � SANITARY LINE "4" Horizontal Scale.• Vertical Scale: I "=10' La_ w 00 H O rrj Li Ln LL. L� M M Lo LL C _j ® C c0't to U cc d > C_ II 00 - II 1O,6,6 II II co ~ OZZ C » > > z Z Z 2 SANITARY LINE "5" Horizontal Scale.• I "=40' Vertical Scale: I "=10' QOF-: I O L� mto�_: 1 00 LL 00� 1 o W 000E-: I'- L_ Wst� 1 00 L_ ILCn�_: I 't W CO�� 1 00 Li 2d I+ � L_ N�_: I art- LL I M L,., Y00 I CDLL J00� I N Li :200F_: 1 N U_ Za) t o L co + 00 c0 + 00 (D+ N0) O + co + V) 0 + n0 O + Ln^ O c0 coo Q c0 -F ISM 00 o t0 + 0000 (0 + 0)00 c0 + 000 c0 + o M 2 ..00 co O t (0 M 0 O U O r- O U..o O O Q O 2 m Q� 7 O- U;i0 •- O- .. U N H o 0 �� II N � I am " '' 11 ~o vi J N� �� II J U)J W W W W W W W W vi _j W N Li W LJ W W a_ O W a O a, O a O a_ O a_ O a_ 0 o- 00 a. O a p 0 0 CL 0 a O 120 120 EXISTING GRADE (TYP. FINISHED EXISTING FINISHED GRADE (TYP.) EXISTING GRADE (TYP.)1 GRADE (TYP.) _ GRADE (TYP.) FINISHED VEXISTING GRADE (TYP.) FINISHED 7 / — J _ — _ _ _ _ 110 GRADE (TYP.) GRADE (TYP.) 11O - fl- -------------- -- 36"RCP SEWERSTA: 0+08.35100or",,--EX. INV: 100.07 4 8"HDPE STORM 100 18"HDPE STORM STA: 8+. INV: 10303.33 8"HDPE STA: 6+78.51 SANITARY SEWER CONFLICT STA: 1 42"HDPE STORM 8"HDPE STORM INV: 101.46 THRU DRAINAGE STR. (SEE NV: 10 ENCASE SECTION OF 8"PVC STA: 1+74.73 STA: 4+03.20 F.D.O.T. DETAIL INDEX NO. SEWER PIPE IN CONCRETE INV: 92.77 INV: 99.61 425-080 ON SHEET C-8.2) 90 AT STORM LINE CROSSING 90 00 b®O\ b\ WO O O U O ~»> O O 0 ln» O t ur)cN0W ~ O � OO i 0 Lq F L� LA_ 0 � <L U L� 0 WJ L� 00 LL O LA_ O H h-- O O H E- 6 O H E- 0 O � Li W J O ® Li L� J O L� L� Mn» tLW tLLL® 00 J® 0) U_ ® Nnn �WW c0 J c0 <t M U-) U-) PO N J In -.0- M to pO-II n J O It U 00 � > 0r p NU > 0 00 U > OMM N aU rd® MON r�, U (0 Ma 'M U n MLnN � U O M N O L00) t0 t0 CO OU > I�c0 00 O o0 Oo6 11 N a- 00 n i t 0>II 0II 0>II dNO 00> noo n u r aa O n0000606 11 rnrnrn a)p 00 D a0 °D D II II 00 D _ 0 � 0 � D ° � D II °� j II (000 II (0 0ZZZ 0- O Z Z 0 Z Z Z) z Z 0 Z Z O z Z OZ OZ O Z o- Z Z Z)DZZ - Z > >II > »0II »> » » »> » > zZZz ZZZ ZZZ zzz zzZ zzZ zzZ zz zz zz zZZ zZ Z SANITARY LINE "6" Horizontal Scale.• 1 "=40' Vertical Scale: I "=10' STORM 1+63.43 3.16 0 W H Q N Cm O 'o N m Q 0 Z 0 'aL _n cn V Z U Q SEAL * ' No. 52896 -O'• S T OF UD SS�4NAL• 1111111\\\`\ .� 0 P4 Cl) 0 F x Cn C <0 W Z LU N O m h � 0 0 W W Za A a 0 oa Q oO o rar, a �� I ow \ v �bQ CQ I N � Lr� OO" Z U Ew� �w ~v a� a a z z 0 H 04 0-4 a U W A q o x v a O� O Ix PQ a„ Fado aw m w w C', m FI E- E- E- O z I pp DRAWN BY TLF CHECKED BY RCL DATE 06/29/2020 SHEET TITLE SANITARY SEWER PIPE PROFILES SHEET NUMBER �C-6.0 I I __ 11 1 1 1 I 1 1 1 1 I 1_ 1 1' I!1 I I I ! !__ L- C 120 0000� Q0NL 0]O� U- LLi. pl "'1~i 000 rN00 M EN O Lq �MM + �NjM 0 _ `f = 00 O .. O O ..M a H 0 Q F- _0 U Q F- O U H O U a F- O tNN�I �NII III N II III (n J W In J W J W J W J W 0 0 0 0 0 120 120 EXISTING EXISTING FINISHED RADE (TYP.) FINISHED GRADE (TYP.) GRADE (T' 110 GRADE (TYP.) - - - - - 110 100 100 10"HDPE STORM STA: 2+21.25 36"HDPE STORM STA: 1 +23.09 I N V: 100.95 IN V: 95.15 90 90 O N I_ LL O O ILL.O 0 p F-:0 LL _ j LL LL- U- LL J ® pry LL LL J Lo LL LL ® JII N U- ® p J 00 .p 00a 0 0 > N-M OK ,� 00 > O I- > 00 C_O Oto >U O �Noo rn0 C14 EL II _ II 0 II I II II 00 III II to II F- to 0 Z Z O Z Z 4 p Z p Z O jj j zzz zzz zz zz z FINISHED GRADE (TYP.) 110 100 LL O N C7 LL L`- LL � LOLO J U �> N N �p 1100 CLin D II II DZZ ZZZ QI.- I �O I r LL O 0 O 0 o 0 oF- C b\ F- L- O N N LL Li 00 n 0000 J U 0 .� O) > 110 x Z) ? II O O 120 EXISTING GRADE (TYP.) 110 lI% 8"HDPE STORM STA: 0+72.86 INV: 101.66 90 SANITARY LINE "10" Horizontal Scale.• 1 "=�0' Vertical Scale: I "= 10' SANITARY LINE "7" Horizontal ,Scale.• 1 "=40' Vertical Scale: I "=10' 'P.) From To Pipe Depth, In. Type Mat. Length ft. Slope Upper Invert Lower Invert n-value Pipe Capacity, cfs 1-B 1-A 6 PVC 17 1.00% 109.36 109.19 0.012 0.61 1-C 1-13 6 PVC 30 1.00% 109.65 109.36 0.012 0.61 3-8 3-A 8 PVC 16 0.45% 105.79 105.72 0.012 0.88 3-C 3-13 8 PVC 101 0.45% 106.35 105.89 0.012 0.88 3-D 3-C 8 PVC 82 0.45% 106.72 106.35 0.012 0.88 3-E 3-D 6 PVC 85 1.00% 107.67 106.82 0.012 0.61 3-F 3-E 6 PVC 63 1 1.00% 108.30 107.67 0.012 0.61 4-A 3-B 6 PVC 41 2.93% 108.00 106.80 0.012 1.04 5-A 3-C 6 PVC 41 3.84% 108.00 106.43 0.012 1.19 6-13 6-A 8 PVC 85 0.50% 98.56 98.14 0.012 0.93 6-C 6-B 8 PVC 212 0.60% 100.04 98.76 0.012 1.02 6-D 6-C 8 PVC 51 0.60% 100.35 100.04 0.012 1.01 6-E 6-D 8 PVC 136 0.50% 103.03 102.35 0.012 0.93 6-F 6-E 8 PVC 65 0.50% 103.35 103.03 0.012 0.93 6-G 6-F 8 PVC 35 0.50% 103.53 103.35 0.012 0.93 6-H 6-G 8 PVC 31 0.50% 103.68 103.53 0.012 0.93 ■ 120 EXISTING GRADE (TYP.) 110 100 co W H O c cn m Q Q(0F: 1 L-) LL U(Oj-: I O) W 1 LO LL 0 OOM ONO) 00to Z U O OQIL M � OQ �f O QD M I N II N II V� LLJ W W U) 0 0 0 W Z V a 120 120 120 FINISHED EXISTING FINISHED GRADE (TYP.) GRADE (TYP.) GRADE (TYP.) 110 110 110 100 100 ul--/� \I 100 8"HDPE STORM \1-8"HDPE STORM STA: 0+52.89 STA: 0+52.75 I N V: 103.52 I N V: 101.33 90 90 90 SANITARY LINE "8" Horizontal ,Scale.• 1 "=40' Vertical Scale: I "-10' From To P/pe Depth, In. Type Mat. Length ft. Slope Upper Invert Lower Invert n-va/ue Pipe Capacity, cfs 6-1 6-H 8 PVC 123 0.50% 104.90 104.28 0.012 0.93 6-K 6-J 8 PVC 131 0.50% 105.75 105.10 0.012 0.93 6-L 6-K 8 PVC 60 0.50% 106.25 105.95 0.012 0.93 6-M 6-L 6 PVC 100 1.20% 107.65 106.45 0.012 0.67 6-N 6-M 6 PVC 41 2.68% 108.75 107.65 0.012 1.00 7-A 6-13 8 PVC 202 1.42% 102.93 100.06 0.012 1.56 7-B 7-A 6 PVC 68 2.08% 104.55 103.13 0.012 0.88 7-C 7-B 6 PVC 47 2.08% 105.52 104.55 0.012 0.88 7-D 7-C 6 PVC 23 2.08% 106.00 105.52 0.012 0.88 8-A 7-A 6 PVC 56 3.68% 1 106.00 103.93 0.012 1.17 9-A 6-C 6 PVC 57 6.78% 104.00 100.13 0.012 1.59 10-A 6-D 6 PVC 69 2.14% 103.82 102.35 0.012 0.89 10-C 10-A 6 PVC 9 2.14% 104.00 103.82 0.012 0.89 11-A 6-E 6 PVC 78 1.00% 104.00 103.22 0.012 0.61 12-A 6-G 6 PVC 75 1.00% 104.00 103.25 0.012 0.61 13-A 6-L 6 PVC 40 5.71% 108.75 106.45 0.012 1.46 0 �CID 0 t0 4 �+ LL DO� > II O o Ln D II II :)ZZ ZZZ SANITARY LINE 119" Horizontal ,Scale.• I "=40' Vertical Scale: 1 "=10' Structure Name Inlet Elev., ft. Type Str. Structure Height, ft. 1-A 113.74 EX. S.S.M.H. 4.8 3-A 115.02 EX. S.S.M.H. 9.4 3-13 110.72 S.S.M.H. 4.9 3-D 110.70 S.S.M.H. 4.0 6-A 108.69 EX. S.S.M.H. 10.7 6-B 106.40 S.S.M.H. 7.8 6-D 106.33 S.S.M.H. 6.0 6-H 110.50 S.S.M.H. 6.8 6-J 109.83 S.S.M.H. 4.9 6-K 111.18 S.S.M.H. 5.4 6-L 111.18 S.S.M.H. 5.3 7-A 108.38 S.S.M.H. 5.4 SEAL * No. 5289610 * ' =1 7 �-O'• S T OF SS/4NALrn E�G.�`�• 0 !�1 Pa CQ V3 W E a DQ Z w O F U VR E OWO I._ P4 V a Z N p W 0 O Z'" 0.! W C a U A � W d A Ri O Z 111 CZ2 a .� .•, .•, .-. cv cat Ey ao ao .r ch CQ �EEEEEE i O CID DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE SANITARY SEWER PIPE PROFILES SHEET NUMBER C-6.1 �B ft 2OM- SINGLE SOl WIDE LINES 9' 12' Min. +HANDICAP .ID 4" 9� O d 4" TYP. SE sti N Li E HANDICAP PARKING MBOL DETAIL D.O.T. WHITE TRAFFIC PAINT (UNLESS OTHERWISE NOTED) (VERIFY STALL DIMENSIONS WITH LOCAL ZONING CODE REQUIREMENTS) TYP. 57RIP/NC DETA/LS (NOT TO SCALE) (C 12" N FIRE LANE 00 N NO PARKING TOW AWAY ZONE 04 GA CODE 44-1-13 D.P.S. NOTE: SIGN SHALL BE CONSTRUCTED OF AN ALL WEATHER MATERIAL AND PRINTED ON A REFLECTORIZED BACKGROUND REFLECTORIZED BACKGROUND SHALL BE WHITE IN COLOR. LETTERING SHALL BE RED. NOTE: SIGN SHALL BE POSTED NOT MORE THAN 30' APART IN FIRE LANE AS SHOWN ON PLAN. SIGN POSTING, CONSTRUCTION, ETC. SHALL MEET THE MUNICIPALITIES FIRE SAFETY DIVISION SPECIFICATIONS. NOTE: FIRE LANE SIGNS MUST MEET THE SPECIFICATIONS OF AND BE INSTALLED ACCORDING TO THE MANUAL OF UNIFORM AND CONTROL DEVICES (MUTCD) FlIFE oSI N T TO SCALE) 24" CURB AND GUTTER CONCRETE FLUME Cl SLOPE OF FLUME PER GRADING PLAN TYP. OUTTEfr' FL UME /N A LANOSCAREO /SLAND (NOT TO SCALE) 4, 0" 6" 6" 12" 4 —�_ _-s ---- REINFORCING 6X6-W1.4XW1.4 W.W.M. 4" THICK 0 CENTER 3000 PSI CONCRETE CONCRETE FL UME / C6129 OPEN/NO DETA/L (NOT TO SCALE) 2 COAL TRAFFIC 4" WIDE PAIN1 BLUE LINES (1 r STAA0AR,0 HAND/CAPPED PARK/NO SYMBOL (NOT TO SCALE) ° d d 14' ° X ° d Q d ° 4 ° 4 ° d V—CONTROL JOINT (TYP.) PLAN F SAWED CONTROL JOINT 4000 p.s.i. CONC. Lu (1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.) 0 0 d° —III— III —III-_ WELDED WIRE I— -III—III—III—III=III—III FABRIC -III COMPACTED SUBGRADE SECTION NOTES: 1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS INDICATED. 2. THE JOINT SEAL MANUFACTURER'S SPECIFICATIONS SHALL BE COMPATIBLE WITH THE JOINT CONFIGURATION. 3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION. 4. THE WIDTH OF ALL JOINTS SHALL BE CORRECTED FOR 68 DEGREE F. 5. EXPANSION JOINTS SHALL BE USED AT ALL LOCATIONS WHERE PAYMENT ABUTS A PERMANENT STRUCTURE OR AS DIRECTED BY THE ENGINEER. 6. DOWELS AND TIE BARS FOR CONSTRUCTION JOINTS SHALL BE CAST IN PLACE. 7. CONCRETE PAVEMENT SHOULD HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI WITH A MODULUS RUPTURE OF 600 PSI. 8. CONSULT ON -SITE GEOTECHNICL ENGINEER ON WWF PLACEMENT. CONCRETE PA kOWNT DETA/L 12" (NOT TO SCALE) ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES ALL LETTERING TO BE WHITE PERMIT PARKING ONLY & A MINIMUM OF 1" HIGH TOW -AWAY ZONE STANDARD SIGN #R7-8-GA O SYMBOL TO BE WHITE BLUE REFLECTIVE BACKGROUND MAXIMUM FINE M.00 BLUE REFLECTIVE BACKGROUND STANDARD SIGN #R7-8P5 VAN ALL LETTERING TO BE WHITE ACCESSIBLE & A MINIMUM OF 1" HIGH 1. ALL SIGNS TO BE 0.080" THICK ALUMINUM 2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A., FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 3. PLACE "VAN ACCESSIBLE" SIGN AT VAN ACCESSIBLE SPACES ONLY. 12" pMraaeaar BOLT SIGNS TO POST WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. VERIFY MAX. FINE WITH MAX FM dab LOCAL JURISDICTION tOD ACCESSIBLE THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES U_ oEn ui 3" ROUND STEEL POLE my o� t 6" DIA. STEEL PIPE BOLLARD N oul I I PAINTED OSHA YELLOW i, p o I I FILLED WITH CONCRETE M 4000 PSI COMPRESSIVE STRENGTH CONCRETE AT 28 DAYS u d a o III —I III —III I —I —I —I I —I —I I —I I —I I —III —III= I-11 I —IC I —I A E I —_I I N —III—III—I I —I l I —III, �—I � I —III —III ° 'III —I I i—III—III=III— MIN. HANO/CAP S/GN DETA/LS -11 r__ (NOT TO SCALE) 1'-6" Future Curb And LL Gutter Construction ® 20' R Or As Shown On Plans f!13'i" R j-�-� Same Slope As \ I Q. • 91 Adjacent Pavement I Div t^ h I°" R Joint Seal f I „ \ C1 Vl" Exp. Joint a p` 4 - — ��1• e IC 1,� F 7-3„ I 9 u valley Gutter curb And Gutter TYPE E W Exp. Joint And PLAN 6„ 1 �„ Preformed Joint Filler Concrete Pavement For details depicting usage adjacent to flexible pavement, see Sheet Z ao Z TYPE A 91 JV! R Joint Seat h h 3 2-0" ♦A1' SECTION AA m P TYPE F 6" 1'-6" ]'-IO" F-2" 70" P-2" Conc, Pavt. Slape To Q Fit Driveway Pi° Exp. Joint And � ,� • Preformed Joint Filler TYPE B 4,P h 9 '4' 30 E B" ^ � � � Joint Seal 5-0 Note: To be paid for as parent curb. �Q DROP CURB _ SECTION 88 1-T I Standard Shoulder Line to 9 6" 1'-l0' V-2" Earth Berm 1' 6' 7 Shoulder Pavement Conc. Pavt. W Exp, Joint And P TYPE D Preformed Joint Filter RP • � y ' 'a 3-C Mate: For use adjacent to concrete or flexible pavement, concrete SHOULDER GUTTER shown. Expansion Joint, preformed Joint filler and Joint seal are 8' required between curbs and concrete pavement only, see Sheet 2. 3-' SECTION CC Truck Apron Surface CONCRETE CURB Specified In The Plans lkl,Q' VALLEY GUTTER in Roadway y RP RoadPavement 9 " When used on high side of roadways, the cross slope of the gutter shall 1'V p 4' match the cross slope of the adjacent pavement. The thickness of the tip L7\\ I shall be 6". unless otherwise shown on plans. O Rotate entire section so that gutter cross slope matches slope of adjacent circulating roadway pavement. TRAFFIC BEARING SECTION FOR USE IN For use adjacent to concrete or flexible pavement. For details depicting ROUNDABOUT CENTRAL ISLAND CONSTRUCTION usage adjacent to flexible pavement, see Sheet 2. Expansion Joint, preformed TYPE RA Joint filter and Joint seal are required between curb & gutter and concrete pavement only, see Sheet 2. CONCRETE CURB AND GUTTER LAST DESCRIPTION: REVISION p� FY 202D-21 INDEX SHEET 11/01/17 F..i►-` y STANDARD PLANS CURB AND GUTTER 520-001 1 of 2 B.s s q End Of Curb "' a a End Of Curb Edge Of Part. EdgeOf Pavt. PLAN PLAN Edge Of Pavt. Edge Of Pavt. PLAN PLAN 3 3 3 3 Top Of curb S.S Trans. Top Of Curb T� Top Of Curb �.. .-L..Trans Top Of Curb Trans { Gutter 77 Cutter Gutter Gutter PROFILE PROFILE PROFILE PROFILE FLARED END STRAIGHT END FLARED END STRAIGHT END CURB TYPE A CURB AND GUTTER TYPES E & F Depth Of Sawcut j Depth Of Sawcut CURB AND GUTTER ENDINGS 1�" Min. 3f2" Max. 0" Min. i, 111 Jr" Max. — — — Joint Seal ElL L 'd LLLL/ �-LL 0" Min. — � SHOULDER GUTTER TYPE E 0 concrete Gutter Concrete 3W Max. �� Depth Of Sawcut Surface On Low Side Of Pavement to Pavement 0" Min. ii Be W' Above Lip Of Gutter. Surface L.4 L L L 111 5' Max. On High Side To Be Flush With Up Of I 0' Min. Curb Or Curb & Gutter. I W Exp, Joint And Slope Varies Preformed Joint Filler ❑ TYPE F ❑ Applies to both high and low sides of pavement, low side shown. Sawcuts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINT IN CURB AND GUTTER o Flexible Pavt. EXPANSION JOINT BETWEEN GUTTER Depth Of Sawcut Depth of Sawcut AND CONCRETE PAVEMENT Depth Of Sawcut �� 3W Min. f� 3W Min. 1W 3%" Min. GL GG � � � � � � � p Applies to both high and low sides of pavement, low side shown. Z_ LL Applies to shoulder gutter only where adjoining traffic lanes. TYPE A CURB AND GUTTER AND TYPE A CURB TYPE B TYPE D ADJACENT TO FLEXIBLE PAVEMENT CONTRACTION JOINT IN CURB GENERAL NOTES 4' Min., 1. For curb, gutter and curb & gutter provide W - Y4" contraction Joints at 10' S' Max. 6-0" centers (max.). Contraction Joints adjacent to concrete pavement on tangents W Or �'�' Holes 2' Min., 5" 2" and flat curves are to match the pavement Joints, with Intermediate Joints not --i h---# //JJI��I��\\\\ to exceed 10 centers. Curb, gutter and curb &gutter expansion Joints shall 7, Min.,� � ro h�Y� be located In accordance with Specification 520. 3' Max. I I Z I,I h ToII 2. Ends of Curbs Types B and D shall transition from full to zero heights in Y. Pitch Optional I g" a�4 Bars, 18" tong L---�i -2' (Two Per Guard) 9' Max• Cast Or Rubbed CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB L455T DESCRIPTION: FY 2021)-t''1 INDEX SHEET REVISION Fix' y CURB AND GUTTER 11101117 ?� STANDARD PLANS 520-001 2 Of 2 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS SLOPE 1/8" / FT. 4' MIN. 2500 P.S.I. 6"x6"x10/10 WWF CONC. (TYP.) SECTION F FLAG 1/2" EXPANSION (TYP.) JOINT (TYP.) 12'-0" BETWEEN JOINTS PROFILE CONCRETE WALKWAY DETAIL NOT TO SCALE 0 CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-9C_ PHONE (813)780-0029 FAX (813)780-0613 CONCRETE DOME TO DRAIN CONCRETE FILLED 6" NOM 0 STD WT SCH 40 STL PIPE SLOPE TO DRAIN 1-1.5' FIN GRADE M CONCRETE 6"-MIN 1 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 DECEMBER2015 a STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G-10 PHONE (813)780-0029 FAX (813)780-0613 0) W Q � U 0) O m Q 0 Z O i a_ U) to �> w V Z_ Q SEAL 0011111 * ' No. 52896 ' �-0'• S T OF 4 ID SS/ONAL�•ENG�`��. Z o � W CQ W M � A 0 F a 0 W a JR 0 U Cn 09 0 z w F N O V! 0 0 J O iLl g LiJ d h W z O EE U W A F A 1.4 0 04 N U �i W A � V O W Ch d A ..a I ; CQ d N A E E E E E O z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE SITEWORK CONSTRUCTION DETAILS SHEET NUMBER C-7.0 hW ✓ ONO" 2020- CAI H Q � so 'Oaf M� ��x�rr ejl-a�F Vr�7 s�aep'a V^ W 'r•i fi- �F v/ ■ Transition (Where Necessary) (- GENERAL NOTES: 06 Pam Pap Sidewalk Curb 0d�\6t _L_ 1. Cross Slopes and Grades: ,gin s,va, . • (Where Necessary) I` A Sidewalk, ramp, and landing slopes (i.e. 0.02, 0.05, and 1:12) shown in this Index F are maximums. With approval of the Engineer, provide the minimum feasible slope z-o Delectable warnings oar -T 0) Mom+ where the requirements cannot be met. Detectable Warnings F II c a B. Landings must have cross slopes less than or equal [0 0.02 in any direction. o " ' Drop fHJ � � ■ C. Maintain a single longitudinal slope along each side of the curb ramp. o a o q Ramp slopes are not required to exceed IS feet in length. o Ramp W j D. Joints permitted at the location of Slope Breaks. Otherwise locate joints in accordance e 4 N with Index 522-001. No joints are permitted within the ram 1:12 m 6' x H ' Separately Cast Curb Or W _ B' x 12' Separatoiy Cast Curb U j p p portion of the Curb Ramp. �\D9 � Z �a 2. Curb. Curb and Gutter and/or Sidewalk: ISOMETRIC VIEW ISOMETRIC VIEW A. Refer to Index 522-001 for concrete thickness and sidewalk details. Back Of Sidewalk B. Remove any existing curb, curb and gutter, or sidewalk to the nearest Joint beyond the A curb transition or to the extent that no remaining section is less than 5 feet long. sT 1 Al 1� 3. Curb Ramp Alpha -Identification: o '9G7- E N-O" Shown e a a-p .SEAL A. Sidewalk curb ramp alpha -identifications (e.g. CR-A) are provided for reference 3g Min. = e min. purposes In the Plans. Slope Breaks o �� b PLAN VIEW - \\\\1II(I///// (Joims Permitted) �// ` ; c \\\ /// B. Alpha -identifications CR-1 and CR-J are intentionally omitted. `�,prpr e `I u aS Y e. Detectable Warnings: OipO b c ati cl h y c o ^ CR-C `\\\ �.•••.•r C'A; •.••• (\ //// A Install detectable warnings in accordance with Specification 527. s,.. f o e `a „ \ • �\ V L ,Y S n ••.l•1 �/ I o ", CONSTRUCTION OF SIDEWALK CURB IN CUT SECTIONS B. Place detectable warnings across the full width of the ramp or landing, to a as4� �/ ¢� to �I� `^ '2 minimum depth of 2 feet measured perpendicular to the curb line and no greater than cbi YY 11 § No. 52896 S feet from the back of the curb or edge of pavement s�o Pplfp i/ Joints Not Permitted In Ramp 01 E t• i o N_L` o _ /1 I C. If delectable warnings are shown in the Plans on slopes greater than 5%, align the pq^,� SRO Utility Strip Utility Strip ��,/y`/JYY/• - truncated dames with the centerline of the ramp; otherwise, the truncated domes are F7s. (Grass Or - (Grass or not required to be aligned. I 'kt- Pavement) pavement) J ] 5. Detectable Warnings - Acceptance Criteria: r Detectable Warnings I _J •• S T OF A Color and texture shall be complete and uniform. ��d \o• ••['•.°. ^ T-0" 6-0' (Shown) -Y' R 6' of R .!1 •• .• /�` s?i Min. H (Varies) _/O •• F • !�C/\ avi ' oq s,7 I Mln. qdw . P.A.Sidewalk H !Varies! / P• •.' �C/ \ B. 90% of individual truncated domes shall be in accordance with the Americans with r o Ramp, Sidewalk �j i Q Disabilities Act Standards for Transportation Facilities, Section 705. oe PLAN VIEW PLAN ylEyy 0.01 ___ Ramp, Sidewalk Or Landing 002 ///' •• R .• \\\ Or Landing 0.02 - - / \ NOTE: For Example of CR-A used In Radial Curb Returns, See Sheet B. - _ - / S(� • \ C. There shall be no more than 4hon-compliant domes (n any one square foot. Lending Sidewalk Curb �J �O�Ir'`1 •�\\\\ D. Non -compliant domes shall not be adjacent to other non -compliant domes. CR"A 8' For Type F Curb CR-B g - - I (Where Necessary) 9' For Type E Curb (See Note) 6" E. Surfaces shall not deviate more than 0.10' from a true plane. (Type F Curb Shown) r----t Varies Gutter Line MONOLITHIC CAST CURB SEPARATELY CAST CURB Varies - T-0" (Std.) P-0° Min. NOTE: For additional information on sidewalk curb construction, see SIDEWALK CURB OPTIONS details. Ramp Landing = CURB RAMP NOMENCLATURE Rdw . Pavt. / r t_ o02 l Sidewalk 0.01 SECTION B-B SIDEWALK CURB OPTIONS ,� Ramp e ^I h_ SECTION A -A R a o 0 M - � SIDEWALK CURB RAMPS CR-A AND CR-B S SIDEWALK CURB RAMPS CR-C AND SIDEWALK CURB�fcw,y]� W � LAST JZ�D DESCRIPTION: FY 2021-22 INDEX SHEET LAST DESCRIPTION: FY 202J-22 INDEX SHEET LAST JZ� O DESCRIPTION: FY 202J-22 7522-002� SHEET Q't E REvrsroN Fly DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS REvrsloN DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS REvrsloN F DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS Gr '"' d 11/01/19 STANDARD PLANS 522-002 1 Of 7 I7/01118 STANDARD PLANS �522-00J 2 of 7 1I/O1/18 ?� STANDARD PLANS 3 Of 7 � a t/1 W fat y�tQ 5 O pwa; �``J9 D�7 y derdr pr�7 Stl p 5-0' Min. S-0' Nin. o9Nc° --- CL C (/] W 5ldewetk 0° p qaa Pap ylf Laneing \� r'` �S7 Landing / y / CD 1"4 W4 F /, .fF r.•, s rz, .,5 , ° Q'2F ? / � 1e.•LyTV•at, a 2-0" Detectable warnings 2-0" Detectable Warnings Z-0' Detectable Warnings 2-D" Detectable Warnings .r •` is a/F / Q ,ry / a (Zt ;tt OPTION A OPTION A ISOMETRIC VIEW 2-0" Detectable Warnings / / W N U Ul B-0" (Shown) OPTION A Cn„ OQ h�tQ Sidewalk 2-0' Detectable Warnings 11 Detectable Warnings \���'\ G'"r7 �l Q O CL � ` s� t\\\tY � n. wt�' OPTION A 9� F 9A Q,ato vs ISOMETRIC VIEW R°0 �p "I J ISOMETRIC VIEW �D' � °+ // o.oz,\;1 : ` ` •�`e ;'J;:rnfif;,. OI W LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS Sidewalk 2-0" Detectable Warnings 2-0' Detectable Warnings },� .. ,,, DI (See CR-F, CR-G 6 CR-K Respectively For Detectable Warning Detaiis7options) Q T � 7-0" Detectable Warnings F OPTION B OPTION B ,sl c OPTION B ISOMETRIC VIEW ISOMETRIC VIEW Sidewalk Curb W k ISOMETRIC VIEW�ijas SJo howy •{?iis Hi!;is;? y Transition Slope 1:12 .� !%:! C� A O a 1 1 6-0' (Shawn) 2-0" C-O' (Shown) h '�+ m Pavement Relief (If Needed) !G a O O 007 2-T Detectable Warnings Sidewalk aC I Sidewalk = a a (See Section C-C) �011 Utility Strip ,� C r 'n OPTION B � - sldeweik Curb m ,� (Grass t) _ ISOMETRIC VIEW 0.02d j� g.0 Pavement) 002Transltloope 1:I2 4'-0` Nln. T-O' 1'-0' 7'-0• E i__-1_4�°' Varies `�9 `,\y y Ramp Min. 11 Sidewalk Curb s ��J �v �� O ,u Sldewalt Sidewalk Curb E n .. (Where Necessary) J J ti+}Wyyt Sidewalk Cure ISOMETRIC VIEW if r+ P t Min. E\ a b d3 PLAN VIEW PLAN VIEW / Rem (cR�L Shown, Other Similar) 9 5� Cam,\ O Sidewalk Curb 1�11 o .> o O O Pavement Relief �/ CR-H CR-K ¢ 1:12 vanes (r-c' Max.) Crosswalk R tip Sidewalk / Varies � N yj Ramp Or Landing y°.e° c C � I �I 6� \ it of Initial Surface of Pavement 1 } `� � Q 9" For Type F Curb / 2-0' Detectable Warnings O 111 / 9" For Type E Curb + UtlIJ[y Strip ngs 2-0' Detectable Warnings --/ (Type F Curb Shown) (Grass Or Pawl.) / / ( � Varies �E" _ -t O.OS�aax. R4 � (.1a M _ S-0" in. C-0' Min. �,, B$ Min. 4'-0' Nin. Gutter Line t■•�� R Final Surface of Pavement Rellel - V ' O V Varies - T-0' (Std.) 3'-0' Min. 6-(T Min. Sidewalk Curb M Lip Of Curb OPTION A OPTION B V O Landing Remp Ramp Ramp Landing (where Necessary) o . Ramp Landing (See Note 3) NOTES: Zc Rdw . Pavt. 002 Sidewalk 002 Rdwy. Pavt. 002 _ 1. Crosswalk Width and Configuration NOTE: Remove Elevated Pavement By Spading And Rolling, Smooth Milling, or Grinding. r� PLAN VIEW PLAN VIEW PLAN VIEW PUN VIEW / _ _ 0.02 _ Vary; Must conform to Index 717-001. dry A PLAN VIEW 2. 15• Radius Curve Shown for CA-L. SECTION C-C U Ramp H (Varies) 3. For additional ol. see SIDEWALK on sidewalk PAVEMENT RELIEF DETAILS DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS W E U CR-D CR-E CR-F CR-G R O curb construction, see Sheet 3. Cue C CR-L OPTIONS derails, on Sheet 3. SECTION D-D SECTION E-E W a SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G SIDEWALK CURB RAMPS CR-H, CR-K & CR-L "� CURB RAMPS WITHOUT SIDEWALKS AND FLUSH SHOULDER SIDEWALKS a pr G>~ LAST DESCRIPTION: FY ZO2J-22 INDEX SHEET LAST ZO DESCRIPTION: FY 2D2J-22 IN SHEET LAST DESCRIPTION: FY 2OZJ-Z2 INDEX SHEET '� REVISION FOOT DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS REVISION ,n FDO DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS'sfON = Fw�' y DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS v/o1/1B �- STANDARD PLANS 522-002 4 of 7 11/01/18 �- STANDARD PLANS 522- X 5 Of 7 11101118 STANDARD PLANS L 22-002 6 Of 7 Z PA VEMENT NO TES: pE Gd ' ° 1. FLEXIBLE PAVEMENT SHALL CONSIST OF F.D.O.T. SUPERPAVE (SP) SILICONE SILICONE , ASPHALTIC CONCRETE. CAI SEALANT SEALANT - F.D.O.T. SP-9.5 FINE MIX FOR LIGHT -DUTY AREAS A 6" PORTLAND CEMENT 5" PORTLAND CEMENT - F.D.O.T. SP-12.5 AND/OR SP-9.5 FINE MIX FOR HEAVY DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT V - - COMPACTED To AN AVERAGE FIELD DENSITY of 93% OF MAX. LAB.DENSITY W a , a - SHALL ADHERE TO REQUIREMENTS OUTLINED IN THE LATEST EDITION A l T NDARD SPECIFICATIONS FOR ROAD AND BRIDGE OF F.D.O.T., STA J, CONSTRUCTION. 6" HEAVY DUTY : - 12" STABILIZED SUBGRADE - - 12" STABILIZED SUBGRADE - I _ I (MIN. (k) OF 150 pci, i- (MIN. (k) OF 150 pci, 2 FOLLOWING COMPACTEDSTiPU STIPULASUBGRADE TIONS: CONCRETE PAVEMENT SHALL MEET THE COMPACTED TO MIN. 98% - L L _ COMPACTED TO MIN. 98% - =' L - SUBGRADE SOILS MUST BE DENSIFIED TO AT LEAST 98% M.P.M.D.D. 2' LONG 3/8" DIAMOND DOWEL TO A DEPTH OF AT LEAST 1-FOOT DIRECTLY BELOW THE BOTTOM O M.P.M.D.D.; ASTM D1557) M.P.M.D.D.; ASTM D1557) OF CONCRETE SLAB. z 14" O.C. PAINTED & GREASED; - THE SURFACE OF THE SUBGRADE SOILS MUST BE SMOOTH,AND REFER TO MANUFACTURER SPEC'S ANY DISTURBANCES OR WHEEL RUTTING CORRECTED PRIOR TO PLACEMENT OF CONCRETE. CONSTRUCTION JOINT SA W JOINT HEAVY DUTY CONCRETE PAVING SECTION LIGHT DUTY CONCRETE PAVING SECTION - OFECONCRETE. SUBGRADE SOILS MUST BE MOISTENED PRIOR TO PLACEMENT - CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM HEAVY DUTY - N.T.S. LIGHT DUTY - N.T.S. )ouT, WITH EXCEPTION TO THE THICKENED EDGES (CURB OR FOOTING). O d FoonNc SILICONE SEALANT 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI - THE BOTTOM OF PAVEMENT SHOULD BE SEPARATED FROM THE ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL BY AT LEAST EXPANSION JOINTS 0 154' O.C. WITH MODULUS RUPTURE OF 600 PSI WITH MODULUS RUPTURE OF 600 PSI c> w 12-INCHES. O Q o MAX. CONTROL JOINT SPACING: 10-FT x 10-FT MAX. CONTROL JOINT SPACING: 14-FT x 14-FT MIN. SAWCUT DEPTH: 1.5-INCHES MIN. SAWCUT DEPTH: 1.25-INCHES E c a THE DETAILED PAVEMENT DESIGN NOTED ABOVE IS MERELY A EXPANSION JOINTS AT GEEOT�ECHNICA EXPLORATION" REPORTDEPICTION OF THE PAVEMENT DESIGN RECOMMENDATIONS PREPARED ABYY UNIVE UNIVERSAL N THE y c U SHOWN HEREIN IS FOR THE CONVENIENCE OF THE CONTRACTOR DURING W y ca °I 42 -0 O.C. - - - ENGINEERING SCIENCES, DATED 01. THE PAVEMENT DEPICTION A a Urz C..;'CONSTRUCTION. THE CONTRACTOR SHALL REFER TO ALL RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL REPORT, INCLUDING ANY/ALL ADDENDUMS. ALL CONSTRUCTION SHALL COMPLY WITH THE CONCLUSIONS AND PREMOLDED JOINT FILLER RECOMMENDATIONS CITED WITHIN THE REFERENCED GEOTECHNICAL REPORT. O O ••t 2' LONG 3 8" DIAMOND DOWEL 1.5" ASPHALT 1' ASPHALT SURFACE HAINES, GIPSON ec ASSOC. INC. IS NOT RESPONSIBLE FOR THE PAVEMENT c\t A � \I DESIGN NOTED ABOVE. 14" O.C. PAINTED & GREASED; SURFACE COURSE COURSE (FDOT SP-9.5) REFER TO MANUFACTURER SPEC'S SAW JOINTS AT 14'-0" O.C., - .I PLAN VIEW Ere E- SAW JOINTS SAME DAY AS POUR { - 5.5' BASE COURSE (MIN. LBR 4' BASE COURSE (MIN. LBR ' OF 100, COMPACTED TO MIN. OF 100, COMPACTED TO MIN. z ^I CONCRETE PAVING EXPANSION JOINT 98% M.P.M.D.D.; ASTM D1557 - - 98% M.P.M.D.D.; ASTM D1557 DRAWN BY CHECKED BY - _ - � TLF RCL NOTE: - DATE PROVIDE EXPANSION JOINT WHERE CONC. PAVEMENT 12" STABILIZED SUBGRADE - 12" STABILIZED SUBGRADE AND CURB AND GUTTER MEET OR CONSTRUCT MONOLITHIC (MIN. L.B.R. OF 40, OR MIN. F.B.V. (MIN. L.B.R. OF 40, OR MIN. F.B.V. 06 29 2020 CURB AND GUTTER WITH CONCRETE PAVEMENT. OF 75 psi, COMPACTED TO MIN. ='1 I- LI -' OF 75 psi, COMPACTED TO MIN. 98% M.P.M.D.D.; ASTM D1557) 98% M.P.M.D.D.; ASTM D1557) SHEET TITLE CONCRETE PAVING LAOINT DETAILS SITEA'ORK (NOT TO SCALE) HEAVY DUTY ASPHALT PAVEMENT LIGHT DUTY ASPHALT PAVEMENT CONSTRUCTION DETAILS N.T.S. N.T.S. SHEET NUMBER C-7.1 /.KM t/De ft. 'WIV-m ROUNDED EDGES AT END TREATMENTS (TYP.) N I t0 .t M TS 1 1 /2" x 1 1 /2" x 3/16" GUARD RAILING (TYPICAL) MAX. OF 5 STEPS PER SET III MIN. THICKNESS OF 4CONCRETE PROVIDE 2.5"0 x 8" DEEP HOLES FOR POST EMBEDMENT FILL VOID SPACE WITH GROUT PAINT RAILING BLACK (TYPICAL) SIDE VIEW CONC. SHOULDER 6' ABOVE STEPS MAX. 5' O.C. RAIL POSTS MIN. 10' LANDING AREA POSTS CENTERED IN 12" WIDE SHOULDER S/DEWALK STEPS GY HANOrQA/L 0ETA/L FRONT VIEW NOSING - SEE TREADS - SEE ARCH's. DWGS. ARCH's. DWGS. W.W.F. 6x6 - W4.0xW4.0 Q BEND DOWN TO FOLLOW ,,j CONTOUR OF STAIRS. U � � o 1 - #3 BAR ® EA. NOSING - TYPICAL #4 BARS x 5'-0" LONG �. ® 1'-0" O.C... BEND MIDDLE INTO BOTH PLANES. 12" WIDE #4 BARS x 3'-8" LONG CONC. SHOULDER (6" ABOVE STEPS) 1'-0" O.C... BEND AS SHOWN 1 - #3 BARS CONTINUOUS cn W F- Q N V m 0 C in cn m Q Z v 0 1'n a cn cn '> w U z Q SEAL `\\�1111111111111//// -A Y L ��C E•NS�`i%�� * ' No. 52896 -O '• S T OF G o O !�1 w CQ W C+'' PQ w w W IR U cnd 0 ErA WW N O cn 0CL a � W ti � W 0 R w Ld vi V) I� o X_ W In W �Q Z— �wl V o a d o A o pry 0 0 o o � � N I � ICE CQ A M U O o z p A D 0 EF W U W � U E-4 a a 0 z TYP/CAL 57AIR RZ-1 /F0RCEMENT DETA4/L (NOT TO SCALE) z o EF I W A w d I A i >4 O z SCIO 0 of AN o, b-4 o W ca 1cn F aw c o � W A cn ca :Q I W .w \ rr -4 \ \ r. \ C�2 \ dco q cost \ C\l o \ \ o \ w ' EIIEa ��, �0 N! -!Ca-F z DRAWN BY CHECKED BY RCL TLF DATE 06/29/2020 SHEET TITLE SITEWORK CONSTRUCTION DETAILS SHEET NUMBER C-7.2 hW ✓ 6 No. 2020-n c MIN SIDE SLOPE UNDISTURBED EARTH [TYP) FOR SHORED w OPEN FOR PER OSHA REQUIREMENTS TRENCHES (TYP) RFACE WHERE SHORING IS NOT EXTENDED TO SLOPE EXCAVATION AWAY - (D (DSUIFACE, FROM TOP OFSHORING PER OSHA REQUIREMENTS .�n. WARNING 1 `'' PRIOR TO COMPLETION OF FINAL BACKFILL A REMOVE SHEETING ABOVE IT OF TOP OF PIPE; REMAINDER OF SHEETING TO BE LEFT IN PLACE _ -�..,, , _ PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN 2 2 3 3 PIPE SPRING UNE OR CENTERLNE -;,4 b OPEN TRENCH MAXIMUM OF VERTICAL CONDUIT SPAN -, VERTICAL WALL HEIGHT SHEETING OR TRENCH BOX / y �/ ,- PER OSHA REQUIREMENTS FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTOM OF IXGWTI FOR LITERAL SUPPORT AS REQUIRED BY THE �I CONTRACTOR'S REV STERED ENGINEER PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE. (REFER TO ADDITIONAL NOTE 2) NpMNA! PIPEOIy�sT�R MINIMUM SIDEWALL CLEARANCE ADDRIGNAL EXCAVATION DEPTH (1) CONDUITAL (INCHES) A (INCHES) 8 (INCHES) LESS TWIN 24 12 12 24 AND GREATER 18 18 ONEZONE ND. NAME MATERIAL COMPACTION 1 FINAL BACKFILL AS SPECIFIED A MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D-1557 (98X WHEN UNDER PAVEMENT) 2 INITIAL BACKFILL 3 FWINCHINC 4 BEDDING 5 FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL Z ENWUNIENED. TRENCH ZONE NOTES- 10 FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 8 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. (2 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASLIREMENT. ALL LIFTS SHALL BE COMPACTED BY NAND TAMPING OR AN APPROVED METHOD OF MECHAICAL TAMPING REFER TO ADDITIONAL NOTE 3. HAUNCHING BE IN COMPLETELY DEWATERm TRENCHES IN NOT EXCEEDING 6 INCHES LOOSE MEASUREMENT. A LIFTS SHALL BE SWILL LIFTS COMPACTED BY WIND TAMPING. HAVNNCNING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE 0 © COMPACTED BY FLAN OR BEDDING SHALL BE INSTALLED EECHANICAL TAMPING. PROPERLY SHAPE BELL HOLESSY DEVIATERED TRENCHES IN LEFTS SHALL BE EEXXGYATED INN �BEDDIM NC REMUff, AND SHALL TO PERMIT ASSEMBLY E OF THE PIPE. REFER TO ADDITIONAL NOTE 3. Q NATIVE, UNDISTURBED MATERIAL IN CONPI_ETFLr DEIYATFRED 7REN(YHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR iiQNI .Q BEDDING MATERIAL NEED NOT BE REPLACED OR RERORKED. EXCEPT FOR SWIPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADWTK)W,L NOTE 3. ADDITIONAL NOTES, 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SUBS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WERE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WAIERPRDOE TYPE UIF' SPLICE SHN.L BE INSTALLED TO REPAIR THE WIRE THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT' UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COL OF Y LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES. NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE N TRENCH ZONES 1, 2, 4 AND 5 PROVIDED 1) THE UFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE SONG MET, TYPICAL UTILITY TRENCH DETAIL NTS a ' CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39826 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 G 3 PHONE (813)780-0029 FAX (813)T60-0813 ..OhH PER TRENCH PROPOSED LTIUTY UE'A'L (IYPJ FINISHED GRADE N SEE EXHIBIT G-3 FINISHED GRADE DEPTH VARIES COVER PER TRENCH �� EXISTNG UTILITY SAND CUSHION 10' MM 0' M19 DETAIL (TYP) ` LXIS-ING UTILITY PROPOSED UTILITY SEE E%HIBR G-3 SEE MIN VERTICAL FULL LENGTH OF PIPE SEPARATION' -- - -- CENTERED AT CROSSING REQUIREMENTS FILL LENGTH OF SEE MIN VERTICAL PIPE CENTERED; SEPARATION REOIREMENS AT CROSSING PROPOSED UTILITY EL (TYP) ft PIPE EXISTNG JTPJIY SEE NOTE SECTION A -A OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) - - EXISTING JTW1" 10' MIN _ 10' MIN _ rPIPE SAND CUSHION FNISHED GRADE NOTE: .� W11H APPROVAL D ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FIFIINGS. O V, - !�.i;"^- - SAND cUSHaN COVER PER TRENCH '%�s \l ®M N 11.25' LLH (IYP) _� PROPOSED .1TP. IlY of au (IMP) SEE NOTE OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) SEE EXHIBIT G-3 .. - FINISHED GRADE MIN/ PROPOSED UTILITY COVER PER TRENCH DEPTH VARIES CONCRETE FLLL ENCASEMENT SECTION B$ (MIN,tYP J CONCRETE RILL ENCASEMENT DETAIL (TYP) 10'-T MIN SEE EXHIBIT G 3 EXISTING JTIJTY i"PL EXISTING LitUtt PROPOSED UTLIN 1Y MIN NO'F. $AND CUSHION () g" PIPE D.C. g' WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF LSING FITTINGS. - 1 -- M N MIN ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) wu s N1.2'OTE z�P) b PROPOSED UTIU7 PRO=OSED UTILITY MINIMUM VERTICAL SEPARATION REOUREMENTS RECLAIMED ELECTRIC COMMFN-S WATER TELECOMMUNICATIONS PO ABLE WATER GRAYT SAKI -AIRY SEWER SEWAGE FORCE VAIN STORM POTABLE WATER 1'-T 1'-0(1,2 1'-T(1,2) V-0"(1) 1'-0" 1'-0" SEF NOTF 1 GRAVITY SANITARY SEWER 1'-6' 2 I - Or V-5" 2 0 SEWAGE FORCE MAIN 1'-6"(2) I'-0' 1,-T I'-0' V-3(2) i'-0" SEE NOTE 2 STORM 1'-TIT(') 1' fi i'-0' i'-0' 1'-0" 1'-0' RECUINED WATER 1'-T 1'- E i'-6" 1'-0" 1'- 0' 1'-D" SEE NOTE 2 ELECTRIC TELECOMMUNICATIONS 1'-T i'-0' - F.:LL CONCRETE ENCASEMENT 10'-0' MIN j PI RE 10'-0' MIN - 2500 PSI (MIN) CONCRETE NOTES: "�� R THE P CONCRETE ENCASEMENT 1. FOR PRCPCSE. WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF E ENGINEER AND FDE ON A CASE BY CASE BASIS. NTS 2. WITH APPROVAL OF ENGINEER. CONTRACTOR MAY OEFLEC- PIPE AS SPECIFIED NSTEAD OP.- USING FITTINGS. (i) FAC 62-555.314 ALTERNATE OPTION 2(SUFFICIENTSEPARATION NOT AVAILABLE) (2) FAC 62-604.400 (3) FAC 52-610.469 NOTES 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPRCVA� OF ENGINEER. 2. ONLY OPTION 2 CONSTR".C`ION IS ALLOWED WITHOUT APPRCVA- OF ENGINEER. YINIYIIYI ICAI SIFGMRMIIIAN RFE]11IRFYFYTQ MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE �I fir, SEWAGE STORM RECLAIMED ELECTRIC WATER SEWER FORCE MAN WATER TELECOUMLNICATONS POTARL.F WATER 1'-C' 1O'-O'(1,2) 10'-0"(1,2) T-OP(1) GRAVITY SANITARY SEWER 1Y-C'(2) 1'-0' 1'-0" 3'-C" T-T(2) 3'-O" SEWAGE FORCE MAIN 10-0"(2) 1'-0' 1'-0" 3'-T 3'-0"(2) 31_0" STORM T-G (1) 3'-0" 3'-0' 1'-T 3'-0' 3'-07 RECWMED WATER Y-O'(1,3) 3'-T(2) T-T(2) 3'-TF 1'-0" 3'-6 ELECTRIC 3'-0" 3'-0° 3'-0' 3'-0" 3'-fi 2'-0" TELECOMMUNICATIONS (1j FAC 62-555.314 N (2) FAD 62 6G4.400 UTTIILTE, SHAI.I NOT BE INSTAILFD WITHIN THE DRIP LNF OF TREES WITHOUT PRIOR (3) FAC 62-610.489 WRITTEN APPROVAL FROM THE ENGINEER. LIMITS OF SP-1.25 (TRAFFIC C) PAVEMENT RESTORATION AASPHALT PIG TAIL WIRE AFTER MATCH EXISTING TRENCH PASSING THROUGH SPLIT BOLT THICKYMINNESS TOP WIDTH S 6„ #8 THW LOCATING WIRE TAPE CONNECTION 6" 6' SAW -CUT EXISTING (SOLID COPPER WIRE AND WATER PROOF TAPE PAVEMENT (TYP) WITH BLUE COATING) 4• EXISTING PAVEMENT a -:- _ UNDISTURBED ,� rt '- -� IN. -- EARTH I II mL it (' LBR 100 LIMEROCK BASE 8" THICK (MIN) SEE NOTE 2 HEAT ACTIVATED SHRINKING WIRE COVERING COMPACT UPPER 12" TO SEE TYPICAL PIPE TRENCH DETAIL MIN 98% MODIFIED FOR PIPE COVER DEPTH AND 1/4" x 3/4" SPLIT BOLT PROCTOR DRY DENSITY, BACKFILL REQUIREMENTS ASTM D-1557 NOTES: 1. THE ENDS OF ALL LOCATING PARES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON. 2. AFTER INSTALLATION OF THE LOCATING WIRE THE SYSTEM SHALL BE SUBJECTED TO TESTING, IN THE PRESENCE OF CITY UTILITES STAFF PRIOR TO BACKFILL, IN ORDER TO THAT THE SYSTEM IS FUNCTIONAL. LOCATING WIRE SPLICING NOT TO SCALE e V _ CITY OF ZEPHYRHILLS STANDARD DETAILS DECEMBER2015 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G -� PHONE (813)780-0029 FAX (813)780-0613 SEE VALVE COLLAR IDENTIFICATION DISC DETAIL _ FINISH GRADE OR X FINISH TRACING WIRE-----------, --HAND TAMPED BACKFILL AT TOP SECTIONT ADJUSTABLE OPERATING NUT VALVE BOX CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON SEE NOTE THE PIPE FOOT #57 STONE TRACING WIRE (6" DEEP) ....- +t- -.. I - CIY. - PIPE VALVE COMPACTED FOOT 57 STONE >� 6' TH OF VALVE S WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 �_� PHONE (813)780-0029 FAX (813)780-0613 NOTES: 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND SIMILAR RESTORATION. 2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED PROCTOR DRY DENSITY, ASTMD-1557. 3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN COMPLIANCE WITH PASCO COUNTY STANDARDS AND FOOT STANDARDS RESPECTFULLY. ASPHALT PAVEMENT RESTORATION TUTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G PHONE (813)780-0029 FAX (813)780-0613 SERVICE TYPE VALVE TYPE CV - GATE VALVE • VALVE SIZE • BFV- BUTTERFLY VALVE 4• VALVE IDENDFMAnON WATER DISK ANCHORED TO CONCRETE Ti Gv DIRECTION AND NO OF L-20 TURNS TO OPEN 1/B' LETTERS CAST IN 3" voe •WiFA vpo DLA BRONZE DISK (7M) CAST IRON UD WITH RASED LETTERS 'WATTS' PANTED BLUE (POTABLE) OR RED (FIRE) SEE NOTE 4" 24'/ X 4' THICK CONCRETE PAD NOTE' LOCATOR WIRE ACCESS-Y SCH BO PVC, FEMALE ADAPTER COUPLING AND Y BRASS PLUG W/ RECESSED NUT. TERMINATE INSULATED, SOW 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 1Y OF EXTRA WARE PLAN VIEW R \y-p �wacu irc • 5' OC, Y FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS 0 CITY OF ZEPHYRHILLS APRIL2020 41 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 �-� PHONE (813)780-0029 FAX (813)780-0613 UTILITY CONFLICT LIMITS OF CONCRETE DRIVE RESTORATION 1 MAX TRENCH 12' TOP WIDTH 12"- 3,000 PSI CONCRETE WITH 6x6 J10 WWF, SAW -CUT EXISTING MATCH EXISTING CONCRETE (TYP) THICKNESS (6" MIN) C #4x18"LONG DOWEL UNDISTURBED 0 12' OC AROUND EARTH - - L PERIMETER 8" MIN FROM CORNER. EPDXY GROUT INTO EXISTING CONCRETE COMPACT UPPER 12' TO WITH 10" EMBEDMENT MIN 98% MODIFIED PROCTOR DRY DENSITY, ASTM D-1557 SEE TYPICAL PIPE TRENCH DETAIL FOR PIPE COVER DEPTH AND BACKFILL REQUIREMENTS NOTES: MATCH EXISTING GRADE AND FINISH. CONCRETE DRIVE RESTORATION NTS CITY OF ZEPHYRHILLS DECEMBER2015 s` STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 9 A PHONE (813)780-0029 FAX (813)780-0613 WATER MAIN SADDLE )N STOP (V208) SERVICE LINE, SEE PLAN FOR SIZE AND MATERIAL TYPE =3- FLOW NOTE: 1. SIZE OF SERVICE SADDLE OUTLET, CORPORATION STOP, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE LINE SIZE UNLESS NOTED OTHERWISE 2. PLASTIC INSERTS ONLY (NO METAL) FOR AND 1" POLY CONNECTIONS. SERVICE TAP NTS a CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE (513)780-0029 FAX (813)780-0613 \ S JOIN (TYP) / FITTING, \ A RESTRAINED JOINTS RESTRAINED JOINT SCHEDULE FITTING PIPE SIZE B9END BEND 4.6 BEND (VERT) 2NpY 2BEN02 (VERT) i BEND 18END4 (VERT) VALVE, END OR REDUCER (BRANCH) 8' 37 16 45 B 14 4 7 107 107 T 29 12 34 6 11 3 6 82 1 82 4" 17 B 16 4 8 2 4 38 37 NOTES: A RESTRAINED LENGTHS ARE IN FEET AND ARE FOR POLYETHYLENE WRAPPED DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING RESTRAINED JOINTS. C. THE SCHEDULE SHOWN IS FOR THE FOLLOWING SERVICE CONDITIONS 150 PSIG TEST PRESSURE; POORLY GRADED COARSE SAND; 36 INCHES COVER, TYPE 3 TRENCH CONDITIONS; AND 1.5 SAFETY FACTOR. D. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET AND ARE MINIMUM LENGTHS REQUIRED IN EACH DIRECTION FROM FITTINGS OR VALVES. E. A PIPE SHALL BE RESTRAINED TO THE NEXT JOIN BEYOND THE RESTRAINED LENGTH GIVEN. F. RESTRAINED LENGTH FOR REDUCERS SHALL BE BASED ON THE SIZE OF THE LARGEST END OF THE REDUCER. G. CONTRACTOR SHALL HAVE FLORIDA LICENSED PROFESSIONAL ENGINEER VERIFY A THE RESTRAINED LENGTHS SHOWN IN THE TABLE ABOVE ARE ADEQUATE FORA VARYING SOIL CONDITIONS ON THE PROJECT. THE CONTRACTORS ENGINEER SHALL PROVIDE A SIGNED AND SEALED STATEMENT THAT A PIPING WAS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR IN ACCORDANCE WITH THE FINDINGS OF THE CONTRACTOR'S PROFESSIONAL ENGINEER WHICHEVER ARE MORE STRINGENT. CONTRACTORS COST FOR MEETING THESE RECREMENTS SHALL BE INCLUDED IN THEIR BID. H. FOR CONNECTION OF PIPING TO EXISTING PIPING, WHEN THE REQUIRED RESTRAINED JOIN PPE LENGTHS TO PREVENT PIPE MOVEMENT CANNOT BE ATTAINED IN ACCORDANCE WITH RESTRAINED JOIN SCHEDULE, THE APPROPRIATE TEE, VALVES, BEND AND/OR CROSS FTTTING(S) SHALL BE FULLY RESTRAINED IN ACCOROANCE WITH EXHIBIT G-6A TO PREVENT PIPE MOVEMENT. J. WHERE HOD CONNECTS TO PUSH -ON JOINT PIPING, THIS CONNECTION SHALL BE TREATED AS DEAD END W/ RESPECT TO THE RESTRAINED JOIN SCHEDULE, RESTRAINED JOINT SCHEDULE NIS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 6 PHONE (813)780-0029 FAX (813)780-0613 MJ DI SOLID SLEEVE DI OR PVC PIPE STAINLESS STEEL STIFFENER BUTT FUSED JOINT RESTRAINED JOINT RETAINER RING HDPE PIPE HDPE MJ ADAPTER PIPING CONNECTION HDPE TO Di OR PVC NTS N CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 PHONE (813)780-0029 FAX (813)780-0613 GO-1 11 1 1/4' SO NUT TYP 3-NOZZLE FIRE HYDRANT AAERICAN DARUNG FHA B-24-8 1 1/4' SQ NUT (TYP EA NOZZLE) THE VALVE AND THE TEE ARE BREAK AWAY FLANGE DIRECTLY CONNECTED UNLESS THE WATER MAIN IS LOCATED o FINISH GRADE UNDER THE ROADWAY (IN WHICH CASE GTE VALVE AND BOX THE VALVE IS TO BE I 5'-Ri MIN. SEE BIT W-5 LOCATED 1T FROM EDP) HYDRANT EXTENSION AS b REO'D FOR ADDITIONAL DEPTH 1 b ENCASE CRUSHED STONEi IF i WA/BRIC FELT OR FILTER F 6" RNJ GV C WATER MAIN (MIN) ig V DI LEAVE DRAM HOLE OPEN USE 31V SS NUTS BOTH SIDES OF JOINT (TYP) L- 3/4" SS ROD-2 REOT (MIN) OR PROVIDE RESTRAINED JOINS (SEE NOTE B) WASHED CRUSHED STONE FOR DRAIN SUMP (FDOT No 57 STONE) A. FIRE HYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CTIY"S LAND DEVELOPMENT CODE. S. 3/4' STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED JOINTS. C. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN 3' AND 7' FROM EDGE OF PAVEMENT. D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL E. 4 1/Y PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET. F_ FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W, DIP TEE AT MOAN, HYDRANT, REDUCERS, VALVE, HYDRANT EXTENSIONS, VALVE EXTENSIONS, A PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION. G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RASED PAVEMENT MARKER FOR FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE BLUE AND IN ACCORDANCE WITH FDOT 706. MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO FIRE HYDRANT. FIRE HYDRANT DETAIL NTS CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 0 PHONE (813)78"029 FAX (813)780-0613 UNDISTURBED EARTH-� w. K BENDS PLAN i THRUST BLOCK s � � 1ti ;^a J J � MIN ILLUSTRATIVE SECTION W BEARING AREA B510WG AREA EARTH ,._ .� � . _ • 4T� O'er-�,;:'A�. EARTH � .. BEARING AREA (TYP) TEE PLAN i '7. CROSS PLAN :GROUND SURFACE UP h LOCATING DEVICE, IYP. r', RBEO EARTHEARTHUNDSTU 8118IIIIIi1ffimENEE :I61w9'"L?m )♦II�LSYZ'�lf7,M�IIIIIIIIII�E��N. atl�t.An:A� 1113'i•'••i �{�I81E. iil�lL#i�8i( iSD7i[ ISELL86i'ARtiAf A BASED ON 150 PSI PRESSURE a 1500 PSF SOL BEARING VALUE, 2.0 SAFETY FACTOR, WATER BIBLE BELOW THE TRUST BLOCK, VERTICAL BLOC( SAX, AND A MINNUM THICKNESS OF 18 INCHES. B BEARING AREAS FOR PLUGS SHALL BE THE SINE AS FOR TEES. C. FORM REACTION BLOCKS TO KEEP CONCRETE CLEAR OF JOINTS AND BOLTS. 0 REWIRED REACTION BLOCK BEARING AREA SHALL BE PLACED AGAINST UNDWLW43ED MATERIAL INHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL ANTI EMEND REACTION &DC( TO UNDISTURBED MATERIAL. E PLACE PREMW TREATED WOW BOIADS IN FRONT OF PLUG, AT TEL GROSS OR ETD OF PIPE BEFORE POURING CONCRETE REACTION MOM F. BACKFlLL WALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK ENCOUNTERED SALL BE REPLACED YAM BACKFIL COMPACTED TO 051E MODIFIED PROCTOR MAXIMUM DRY 00a", ASTM 01557. G. NOT USED. H. ODNTRACTDR SHALL PAW FLORIDA UCINSED PROF65K1NAL ENGINEER VERIFY ALL THE KAMM BLACK SEES SHOWN IN THE TABLE ABOVE ARE ADEQUATE FOR ALL VARYING SON CONDITIONS ON ME PROJECT. THE CONTRACTORS ENGINEER SHIALL PROVDE A SIGNED AND SEALED STATDEIR THAT ALL REACTION BLOCKS WERE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TABLE ABOVE OR N ACCORDANCE WANT THE FINDINGS OF THE CONTRACTORS PROFESSICAL DONEER. WHICHEVER ARE MORE STRINGENT. CONTRACTORS COST FOR MEETING THESE REQUIREMENTS SHALL BE NCIUM IN MDR 90. CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 6A PHONE (813)780-0029 FAX (813)780-0613 VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT W-5 z FINISH GRADE b CAST IRON ADJUSTABLE VALVE BOX TAPPING VALVE FLANGED CONNECTION REACTION BLOCK UNDISTURBED SEE EXHIBIT EARTH G-6A (TYP) a MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40. 2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF ASSEMBLY PLUMB. 5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. WET TAPPING SLEEVE AND VALVE DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER2015 3 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 -� PHONE (813)780-0029 FAX (813)780-0613 DOUBLE CHECK WITH DETECTOR ASSEMBLY OUTDOOR INSTALLATION FEBCO MODEL 850, OR APPROVED EQUAL WITH THERMOSTATIC VALVE FREEZE PROTECTION ((FREEZE PROTECTION NOT SHOWN FOR CLARITY. THERMOSTATIC VALVE SHOLIlD E INSTALLED ON THE DOWNSTREAM TEST COCK OF THE BACKFLOW PREVENTER) POST INDICATOR Ali VALVE (IF REQUIRED) FJ DI 97 ELL (TYPO (4) T BOLLARDS. SEE DETAIL ON SHEET 6 1" EXPANSION JOIN FILLER (TYP)v s (PER MANUFACTURER Z FINISHED RECOMMENDATIONS)--,,_4v 'v 2117 GRADE (TYP) (MIN) _ u X ,r 1i CONCRETE SLAB, 4' THICK x 3-4" WIDE x MIN 1O'-0' LONG W/ 6x6 W4.9xW4.9 WWF, CHAMFER EXPOSED EDGES 1" 4' FJxRPOJ DI PIPE III FLOW -" FLOW 4! FJ x FJ D19O ELL 4' FJxFJ DI 99 ELL I1¢ITES: 1. ALL PIPE AND FTTINGS SHALL BE DUCTILE IRON, CLASS 53. CEMENT LINED INTERIOR WITH FLANGE FIRINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING. 2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 3. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CAUFORMA FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTER CAN BE USED. 4. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE 1, PORTAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 301 5. SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. 7. ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE WIND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS). BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY) NTS a CITY OF ZEPHYRHILLS APRIL204' STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 �. PHONE (813)780-0029 FAX (813)760-0613 J SEAL Y Le CEN * ' No. 52896 ' S T OF0 or- R 10 F /,/ SSA• '•,C� ``\\ -4 -4 O O Ey v cv W�x z�ww O EQ".I r�1"r 0 0 OVR U E � a v w LLI h CL p� M W 0., W h W z 0 a fn w A Q is z Cr tU� w z O QppT�p, 0-4 CD Q LV G) pa 51 O V V: t� CD y. w m L1 � A A E m � M O CS 02 O O ti O I A E-4 E E'N E E 0 z QRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE UTILITIES CONSTRUCTION DETAILS SHEET NUMBER C-8.0 HClA RMAVB MVO. 2020 l REDUCED PRESSURE BACKFLOW PREVENTER WITH FREEZE PROTECTION KIT, WILKLENS 975XL2 6' 6' 90" (TYP) BEND 1/2" EXPANSION = 2' WIDE CHAMFER MATERIAL (TYP) CONCRETE (TYP) PAD 10 E FINISHED GRADE 2 a x 6 - W1.4 x W1.4 90' BEND (TYP) FLOW - WWF FLOW- PSW-1 ADAPTER (TYP) SERVICE LINE SEE PLAN FOR CH 80 PVC PIPE (OR SIZE AND MATERIAL TYPE (TYP) AS SHOWN ON PLAN) TYP NOTES: 1. SIZE OF BACKFLOW PREVENTER ADAPTERS ETC. SHALL BE THE SAME AS THE SERVICE LINE UNLESS NOTED OTHERWISE. 2. MATERIAL TYPE FOR BASE BENDS, VERTICAL RISERS, AND ABOVE GRADE PIPING FITTINGS SHOWN PER ABOVE) SHALL BE SPECIFIED IN THE FLOW STREAM IDENTIFICATION SCHEDULE. 3. INSULATE ABOVE GRADE PIPING AND BACKFLOW PREVENTER ASSEMBLY AS SPECIFIED. 4. FREEZE PROTECTION KIT NOT SHOWN FOR CLARITY. 2 " OR LESS - REDUCED PRESSURE BACKFLOW PREVENTER DETAIL NTS • CITY OF ZEPHYRHILLS NOVEMBER2018 STANDARD DETAILS _ - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W 15 PHONE (813)780-0029 FAX (813)780-0613 TRANSITION COUPLING SLE EXISTING PEN SP( EXISTING PIPE MJ ICL LRLJIRWIx LU1 CUT -IN TO EXISTING DI OR PVC PIPE PExPE DI OR PVC SPOOL PIPE PE PE D1 R PVC EXISTING PE SPOOL PIPE PIPE V" TRANSITION COUPLING EXISTING PE SLEEVE (TYP) PIPE NEW WM MJ TEE (RESTRAINED) CUT -IN TO EXISTING AC PIPE NOTES: 1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED BY THE CITY 2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS. 3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER HILLSBOROUGH COUNTY STANDARDS 4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE. CUT -IN -TEE NTS ® CITY OF ZEPHYRHILLS DECEMBER2015 �= STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT _ 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 W- 1 8 1/P' PER FT BENCH SLOPE (MIN) (TYP) 1 INFLUENT SEWER OW) SEE EXHIBIT S-2A AND EXHIBIT S-4 (IF APPUCABLE) SHAPE TO FORM SEE MANHOLE CHANNEL EASY FLOW DETAIL P SEE CURVES EXHIBIT S-1B EFFLUENT SEWER SEE EXHIBIT S-2 PLAN MANHOLE FRAME AND COVER DETAIL (TYP) SEE EXHBIIT S-IA NON-SHR(NK G ASPHALT RN GRADE VARIABLE ADJUSTMENT W//CONCRETE 2•_0^ ADJ<15fING RINGS N� (6" MIN. TO It s 3 MAX.) b TONGUE RDNFORCMIG (TYP) 4'-C DErAIL SEE EXHI�BT) S-19 OR 4 Fi. LEND LENGTHS AS REO'D. -GROUT y a g - `No. 57 STONE (1Y THICK) PREPARE SUBGRAOE N ACCORDANCE *TI11 THE SPEOnCATIONS 1.CCONNECTIONS AND GROUTING IN MANHOLE ARE SCHEMATIC. SEE ACTUAL DWGS FOR PIPE DIAMETERS, LOCATIONS AND INVERTS. 2. COAT OUTSIDE OF MANHOLE AS SPECIFIED. J. LINE INSIDE OF MANHOLE AS SPECIFIED. SECTION MANHOLE - ECCENTRIC PRECAST CONCRETE N15 0 CITY OF ZEPHYRHILLS NOVEMBER2018 - STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S PHONE (813)780-0029 FAX (813)780-0613 METER SWIVEL METER SWIVEL ADAPTER ADAPTER (SPUD) (SPUD) NIPPLE & REDUCING METER BALL REDUCED PRESSURE BUSHING (A5 NEEDED) VALVE BACKASSEMFLOW PREVENTER LOCKING BALL VALVE CURB STOP 90' (FIPXFIP) ELBOW �> Y I INCH FINISHED CHAMFER GRADE TYPICAL VALVE BOX • DI INCH + PIPE DIM. (MIN. 18' MIN. DISTANCE) CAST 3 INCH SCH40 PVC PIPE CONCRETE SLAB THROUGH SLAB (TYP.) zf \v\/��.:\\}i 1Ij VI L LIMITS OF BRASS COMPACTED BACKFlLL �-_ OR S.S. PIPING 2 INCH SOLID BRASS OR SS RISER 2 INCH PE TUBING PE TUBING, J + REUEF VALVE DISCHARGE LENGTH VARIES A 0 BIG NUT VALVE SHALL BE TO BE ABOVE 100 YR FLOOD PLAIN DEPENDING ON INSTALLED WITHIN 2 PIPE SITE CONDITIONS DIAMETERS OF THE UNDERGROUND INLET ELBOW (TYP) CITY of ZEPHYRHILLS T- PRIVATE POD 11OTES: 1. SEE EXHIBIT W-16E FOR GENERAL WATER METER ASSEMBLY NOTES. 2. WATER METER S12E/STYLE TO BE DETERMINED BY ENGINEER AS WELL AS UPSTREAM AND DOWNSTREAM SPOOL LENGTHS. 3. SEE GENERAL CONSTRUCTION NOTES (ATTACHMENT E) FOR PAINTING REQUIREMENTS. 4. BOLLARDS ARE REQUIRED IN HIGH TRAFFIC OR NEAR VEHICLE MOVEMENT AREAS. 5. ALL PIPING TO BE A MINIMUM OF 2-INCHES UP THROUGH THE LOCKING CURB STOP. S. 2-INCH COMMERCIAL SERVICE LINES SHALL USE A 2-INCH SLEEVE AND TAPPING VALVE (INSTEAD OF A CORPORATION STOP) AT THE WATER MAIN CONNECTION. WATER METER ASSEMBLY COMMERCIAL 1-1/2 INCH AND 2 INCH METERS NTS CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W-16A PHONE (813)780-0029 FAX (813)780-0613 BP IIIM V N STRUCTURE A POD (SEE NOTE 3 BP M POD (SEE NOTE 1 V POD (SEE NOTE 2 l LEGEND BP BACKFLOW PREVENTION ASSEMBLY WATER METER SERVICE VALVE NOTES: 1. POD IS THE DOWNSTREAM SIDE OF THE WATER METER, BACKFLOW ASSEMBLY, OR VALVE (CLOSEST APPARATUS TO THE EXTERIOR OF THE STRUCTURE). THIS APPLIES TO BOTH EXISTING AND NEW COMPONENTS LOCATED WITHIN 25' OF A STRUCTURE, 2. POD IS WHERE THE SERVICE LINE ENTERS THE STRUCTURE WHEN NO COMPONENTS ARE LOCATED WITHIN 25' OF A STRUCTURE. 3. POD IS WHERE THE SERVICE LINE ENTERS THE STRUCTURE WHEN THE LENGTH OF THE SERVICE LINE ORIGINATING FROM A WATER METER, BACKFLOW ASSEMBLY, OR VALVE INSTALLED WITHIN 25' OF A STRUCTURE EXCEEDS 25'. POD SHOULD BE AT THE RIGHT OF WAY LINE FOR ALL. METERS SHOULD BE LOCATED AT THE RIGHT OF WAY LINE. POINTS OF DEMARCATION POTABLE WATER SERVICE NTS CITY OF ZEPHYRHILLS APRIL2020 �•- STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W 19 PHONE (813)780-0029 FAX (813)780-0613 E J$.gOUNDRY i Ypp CORM ® ® ® ® Kid®®®®®L l INC 19 A A, ne IN U.S. SECTION A -A SHALL 1 : E MANHOLE COVER DETAIL NOT TO SCALE 023 a1� CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S A A OS&Y (TYPICAL) \ TEE SPOOL PIECE (SEE NOTE 2) 9O BEND 1 INCH (FLG'D)� CHAMFER FLOW 24" MIN. u W n z / \ ADJUSTABL \, A � \\(TYP ) / z PIPE DIAM x 4-INCH TEE (FLG./FLG.) REST. PLUG w/2 INCH THREADED TAP FACING UP 2 INCH CURB STOP (BRONZE TYPE) OR 3 INCH METER USE 300 TEE) REDUCED PRESSURE BACK FLOW TEE PREVENTER FINISHED GRADE N 1 2 INCH PREFORMED JOINT MATERIAL TO BE '\� BACKFILL PLACED BETWEEN D.I.P. \ . AND CONCRETE SLAB • ABOVE 1DO YEAR FLOOD PLAIN A GATE VALVE SHALL BE INSTALLED WITHIN 2 PIPE DIAMETERS OF THE 12 INCH+PIPE DIAMETER UNDERGROUND INLET ELBOW (TYP) (MIN. DISTANCE) 90' BEND I TWO (2) N5 BARS 18 INCH+ PIPE DIA (MAX) (M.J./M.J.) CONTINUOUS W/ #3 (RESTRAINED) TIES O 12 INCH CITY OF O.C. (TYP.) ZEPHYRHILLS T PRIVATE MOTES. POD 1. SEE EXHIBIT W-IG FOR GENERAL WATER METER ASSEMBLY NOTES. 2. WATER METER SIZE/STYLE TO BE DETERMINED BY ENGINEER AS WELL AS UPSTREAM AND DOWNSTREAM SPOOL LENGTHS. 3. SEE GENERAL CONSTRUCTION NOTES (ATTACHMENT E) FOR PAINTING REQUIREMENTS. 4. BOLLARDS ARE REQUIREDMOVEMENT IN HIGH TRAFFIC OR NEAR VEHICLE MEMENT AREAS. 5. "CRITICAL INSTALLATIOM MEANS A FACILITY THAT CANNOT BE WITHOUT WATER DURING MAINTENANCE, TESTING, REPAIR, OR REPLACEMENT OF A SINGLE BACKFLOW ASSEMBLY. DUAL ASSEMBLIES ALLOW THE ABOVE WITHOUT SERVICE INTERRUPTIONS. 6. ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HANOWHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (CITY OF ZEPHYRHILLS TO PROVIDE THE LOCKS). WATER METER ASSEMBLY COMMERCIAL 3 INCH AND LARGER (PROFILE) NTS CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT W-1 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 D POD (SEE LEGEND AMR AUTOMATIC METER READING NOTES: 1. THE POD FOR AN AMR IS THE SAME REGARDLESS IF IT'S SERVING A STRUCTURE OR PROVIDING A SERVICE TO CITY OF ZEPHYRHILLS WATER SYSTEM 2. POD IS THE INLET SIDE OF ALL AMR'S. AMR'S ARE SAME AS METERS. LOCATED AT THE RIGHT OF WAY LINE. POINTS OF DEMARCATION POTABLE WATER SERVICE NTS J7 CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W -2 O PHONE (813)780-0029 FAX (813)780-0613 MANHOLE INVERT FLEXIBLE CONNECTOR FILL ANNULAR SPACE CHANNEL TOP W/NON-SHRINK GROUT CHANNEL BOTTOM (SEE NOTE) EFFLUENT SEWER PIPE 6" (MIN)y GROUT J NOTE: PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - CONNECTION TO EFFLUENT GRAVITY SEWER NTS ° CITY OF ZEPHYRHILLS NOVEMBER 2018 � STANDARD DETAILS ., CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S PHONE (813)780-0029 FAX (813)780-0613 GENERAL NOTES: 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. ALL BACKFLOW ASSEMBUES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTEDN THE APPROVED UST OF THE UNIVERSITY OF SOUTHERN 0 CALIFORNIA FOUNDATION ATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 5. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER NOTES: 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS CITY OF ZEPHYRHILLS DECEMBER 2015 w•x- s STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W- 16 E PHONE (813)780-0029 FAX (813)780-0613 LEGEND BP BACKFLOW PREVENTION ASSEMBLY ❑V SERVICE VALVE NOTE: 1. POD FOR AN IRRIGATION SYSTEM IS IN THE INLET SIDE OF THE BACKFLOW PREVENTION ASSEMBLY OR ISOLATION VALVE CLOSEST TO THE IRRIGATION SYSTEM. ALL IRRIGATION SYSTEMS WILL HAVE METERS AND BACKFLOWS LOCATED AT THE RIGHT OF WAY LINE. POINTS OF DEMARCATION IRRIGATION SERVICE NTS CITY OF ZEPHYRHILLS APRIL2ozo STANDARD DETAILS _ CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W -2 1 PHONE (813)780-0029 FAX (813)780-0613 FLEXIBLE CONNECTOR FILL ANNULAR SPACE W/NON-SGRINK GR01 INFLUENT SEWER PIPE - CHANNEL TOP , / � CHANNEL BOTTOM SEE NOTE GROUT NOTE: PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - CONNECTION TO INFLUENT GRAVITY SEWER NTS CITY OF ZEPHYRHILLS NOVEMBER2018 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)760-0029 FAX (813)780-0613 S- 2 A F ENTRY AREA SHORT SIDE VI EW CITY OF ZEPHYRHILLS POTABLE WATER J NOTE: 1. ALL LETTERING SHALL BE CAPITALIZED AND AT LEAST ONE INCH IN HEIGHT. 2. REMAINDER OF OPEN SURFACE SHALL BE CROSS HATCHED TO REDUCE SUPPING ACCIDENTS. 3. COLOR OF BOX AND LID SHALL BE BLACK. 4. A METAL REINFORCED PICK HOLE SHALL BE CENTERED ON THE LIFTING SIDE OF THE LID, 5. THE OPTION OF HAVING LOCKING TABS TO PREVENT FLOATING" SHALL BE BY REQUEST ONLY. 6. METER BOXES ARE TRAFFIC RATED (H-20). I A I B U 112 IN. LONG SIDE VIEW DIMENSION SINGLE DUAL A 11-1/8 INCHES 14-5/8 INCHES B 18 INCHES 16-5/8 INCHES C 12 INCHES 12 INCHES ALL DIMENSIONS t 1/8 INCH NTS CITY OF ZEPHYRHILLS NOVEMBER2018 v ° STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 7 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W- 1 / PHONE (813)780-0029 FAX (813)780-0613 E NOTE 3 STRUCTURE, TANK, OR PUMPS (SEE NOTE 1 AND 2) LEGEND BP BACKFLOW PREVENTION ASSEMBLY PIV POST INDICATING VALVE ❑V SERVICE VALVE NOTES: 1. POD IS LOCATED ON THE INLET SIDE OF THE CLOSEST COMPONENT (VALVE OR BACKFLOW PREVENTION ASSEMBLY) TO THE STRUCTURE, TANK, OR FIRE SUPPRESSION PUMPS, 2. IF MULTIPLE COMPONENTS ARE INSTALLED SEQUENTIALLY ALONG THE FIRE SUPPLY LINE, THE "CLOSEST COMPONENT" SHALL BE CONSIDERED THE FURTHEST MOST UPSTREAM COMPONENT THAT CONVEYS WATER INTENDED ONLY FOR THE FIRE SUPPRESSION SYSTEM. 3. FIRE LINES ORIGINATING FROM A STRUCTURE, TANK, OR FIRE SUPPRESSION PUMP (SUCH AS A FIRE DEPARTMENT CONNECTION) ARE NOT CITY OF ZEPHYRHILLS UTILITIES. POINTS OF DEMARCATION FIRE SERVICE CITY OF ZEPHYRHILLS APRIL2020 a %. STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W�2 PHONE (813)780-0029 FAX (813)780-0613 SEWER MAIN\ RIGHT-OF-WAY SEWER MAIN I SOLVENT WELDED / CAP PVC WYE IN 4" PVC PIPE /SEWER MAIN 4" PVC WYE \ -PROP ERTY LINE I4" PVC- PIPE 4- PLUG 4" PVC 45' BEND * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REQUIRED RIGHT-OF-WAY 12SOLVENT WELDED CAP MIN. CONVERT TO CLEAN -OUT UPON FINAL CONNECTION TO CITY SYSTEM N FINAL GRADE 77-ice v : /,.�/�-,. 4" PVC PIPE\ DEPTH AS REQ. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES I 4" PVC WYE L 4" PLUG 4" PVC PIPE 45' BEND OR 9S 1 Ox V'11.L.�-�E 4" PVC PIPE 90' LONG RADIUS SWEEP \4" PVC 45' BEND PVC WYE IN SEWER MAIN NOTE: 4- LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN. LATERAL SANITARY SEWER SERVICE PVC SINGLE SERVICE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S PHONE (813)780-0029 FAX (813)780-0613 N W H Q � L y m Q• f_ L Z 4- 0 f_L U) V W Z U R 2 SEAL \0 ��111111111111////,/ * ' No. 52896 * =_ ^ I =ILK-o7'� S T OF :44i�; 0'�•'',C ORI�P''������ FS • ........ ..•'�G %,s/ONAL E����. ///llllllllilll�� z u 'i o H �CQM W C'� E � A w w W O xi m d Icy F-- w WN O CAI ed 10 {� o0 O W 2 W pQ� O R O a coo a w a c 4 .4 O O Q O W 1 pddd� cq N `+ `� I OCQ O QO em z U CS A-L a LO W F pa U N x��E-L IS4 a a O z I I IN a I I --I a I U W A I I Ew-L II d i A M� W I O z I i I I Aw z�� as o a $ CAI ai I�7 I O V II. W En ca 4 cli W �am co_ � � d CO3 1* N N O O I N -,I �I E E--I E--I E--I E I O z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE UTILITIES CONSTRUCTION DETALLS SHEET NUMBER C-8.1 hW "B No W26 I' I- L I - - -- _ L I I (_ _ I A_ III1 nFIF 1, .11111, ' 11 - I - II -I I I I I I 1 1 1 1'IV I — OF -WAY WER MAIN SOLVENT WELDED CAP 'C WYE IN 4" PVC PIPE WEIR MAIN 2%4" PVC DOUBLE WYE PROPERTY LINE 6" PLUG 6" PVC- PIPE 6" PVC 45' BEND 4" PVC PIPE * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. RIGHT -OF -war SOLVENT WELDED CAP v. CONVERT TO CLEAN -OUT UPON FINAL CONNECTION H TO CITY SYSTEM. �FlNAL GRADE 4" PVC PIPE I DEPTH AS RED. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES 8"x4" PVC DOUBLE WYE 6" PLUG 6" PVC PIPE SEWER MAIN 45' BEND OR 0!. M,pL.SL-�E 6" PVC PIPE 90' LONG RADIUS SWEEP 6' PVC 45' BEND PVC WYE IN SEWER MAIN SIDE VIEW SANITARY SEWER SERVICE HVC DOUBLE SERVICE NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER2015 0 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0028 FAX (813)780-0613 SERVICE TYPE TYPE • VALVE SIZE VALVE PV-PLUG VALVE If VALVE IDENTIFICATION SEWER DISK ANCHORED TO CONCRETE 6" Pv DIRECTION AND NO OF L-20 TURNS TO OPEN � eoo 000 1/S LETTERS CAST IN Y OK BRONZE DISK OW) CAST IRON LID WITH RAISED - - LEITERS "WATER' PAINTED GREEN (SEWER) OR PURPLE (RECLAIM) SEE NOTE g 31f X fi CONCRETE PAD MM LOCATOR WIRE ACCESS-Y SCH 80 PVC, FEMALE ADAPTER COUPLING AND Y BRASS PLUG W/ RECESSED NUT. TERMINATE INSULATED, SOLD 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12" OF EXTRA WIRE PLAN VIEW OC, � w • 5" Y FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS •, - CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S 14 PHONE (613)780-0029 FAX (813)780-0613 CAST IRON CLEAN -OUT FRAME W/ THREADED HOLLOW SQUARE HEAD BRASS PLUG OPENING TO MATCH PIPE I.D. 12 MIN. SH GRADE TROWEL FlNISH IiN,�1 6"x 360' TRUNI- LINE CLEAN -OUT DETAIL NOT TO SCALE 9 CITY OF ZEPHYRHILLS STANDARD DETAILS DECEMBER2015 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 _ PHONE (813)780-0029 FAX (813)78"613 18 FT STEEL CASING L PVC WASTEWATER FLEXIBLE WATER MAIN ENCASEMENT GRAVITY MAIN COUPUNG (TYPICAL) 10 FT_ 10 FT NOTES: 1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED, GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER2015 P STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S 16 PHONE (813)780-0029 FAX (813)780-0613 2'-6" SO. FRAME AND SOLID LID AC PAVING OR GRADE & NEENAH R-1974—A (ROUND) OR EQUAL TO PIPE O.D. <_ 6" CONC. COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC 4" MIN. EXPANSION JOINT MATERIAL ENCASEMENT S' TYP. SAND BACKFILL CONCRETE ENCASEMENT •' o. EQUAL DIA. PIPE ' (8" I.D. MAX.) AS REQUIRED TO a:.D ENCASE FITTINGS AS SHOWN " •; ',� ' .•: (1)2'-0" JOINTS ,,>',; �,// IN UNDISTURBED SOIL L RAVITY CLEANOUT NOT TO SCALE CITY OF ZEPHYRHILLS NOVEMBER2018 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 -� PHONE (813)780-0029 FAX (813)780-0613 t S w GENERAL NOTES: 1. Work with Index 425-001 and index 425-010. 2. Use Class 11 Concrete. 3. Maximum opening for pipe shall be the pipe OD plus 6". Mortar used to seal the pipe Into the opening will be of such mix that shrinkage will not cause leakage into or out of the structure. 4. If a conflict with a potable water supply tine is discovered during construction, submit the following to Florida Department of Environmental Protection (FDEP) District Administrator For Drinking Water prior to constructing conflict structure: a. Plans Revision(s) b. Justification describing inordinate cost and practical avoidance c. Upon request, Utility Agency Owner (UAO) supporting documentation for cost of relocation or adjustment Potable water supply lines passing through a drainage structure must be in compliance with Chapter 62-555.314(3) FAC. This Index and rule citation provide accepted methods for addressing conflicts when they cannot be reasonably avoided. Website for District FDEP Drinking Water Contacts: https://floridadep.gov/water/source-drinking-water/content/organization-drinking ater-program TABLE OF CONTENTS: Sheet Description 1 General Notes and Contents 2 1 Utility Conflict Condition 1 and 11 Details Carrier (Type and La = UTILITY CONFLICT = (Condition I Shown, Condition It Similar) Type Varies, See Plans) Drainage Pipe (Type and Location Varies) LAST 18� IicFY 2022-23 SHEET REVISION h Fp _ UTILITY CONFLICT THRU DRAINAGE STRUCTURES 11101120 STANDARD PLANS �42'5)w`DEO)`I60� 1 Of 2 Drainage Pipe Grout (ry Annular Space Plug/ Seat Option: Flowable Fill or Neoprene Flexible Seat (See General Note 3) PLAN Grout (TypJ Annular Space Plug/ Seai Option: Flowable Fill of Neoprene Flexible Seai (See General Note 3, Carrier Spacer or Cradle (Cradle Option Shown) F-O" Minimum Clearan Between Obstruction a. Flow Line of Outlet Pi, Rructure (See Plans) heel Sleeve (ryp.) Carrier structure (See Plans) heel Sleeve (Typ.) 'airier ^ainage Pipe (fyp.) Grout When Box Preca: (See Index 425-00. Drainage Pipe PLAN Drainage Pipe (Typ.) Grout when Box Precast Carrier Opening (See General Note 3) -� J/_ 11-01 Minimum Clearance Between Obstruction and Flow Line of Outlet Plpe FRONT ELEVATION ;lructure (See Plans) Carrier Structure (See Plans) Carrier No Joints Allowed Within Structure SIDE ELEVATION UTILITY CONFLICT CONDITION 1 (Nonpressure or Nonfluld Carrier Installations) unimum marance an une If Utility for Maintenance I Less Than F-0" Clearance Other Side Drainage Pipe (Typ.) minimum Llearance on une Of Utility for Maintenance to Less Than 1'-0" Clearance e Other Side Drainage Pipe (rypJ FRONT ELEVATION SIDE ELEVATION UTILITY CONFLICT CONDITION 11 (Pressure or Fluid Carrier Installations) UTILITY CONFLICT CONDITION i AND 11 DETAILS LAST J;Z� DESCRIPTION: FY 2022-23 INDEX SHEET REVISIONFp" UTILITY CONFLICT THRU DRAINAGE STRUCTURE S 11101120 STANDARD PLANS 425-080 2 Of 2 N LU I- Q N V � N m Q Z j 0 =3 to .� a U) C9 cn "> Z U 'Q SEAL * No. 52896 * ' -O '• S T OFNAL•'�� 0. G /1111111111\\ O O ICI U � M �M i14 � A W a zW� � U V P4 Z N O VFUJI CL W l W 0 z O E+ a U W A A O z H cn Az A CH Prtl Cn t,� A W nn A E m m •\•I 9 � � C\ GC:P CD 0 -4 4=I CD CD �EEEEEEE i O CD M, mom z I DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE UTWTAWS CONSTRUCTION DETAILS SHEET NUMBER IIIIIIIIIIIIIIIIIIIIIIC-8.2 L- f I L I I KI I 171 U) W Q N 0 '0 C U) m Cn Qe CU Z j Bar 4B (Vertical Face, Field Bend) m a 0 7 6" B Concrete Post for C-1-P Inlets (TypJ E � � � o � va, '^ Top of Curb Control Line _ _ e c+ U) 4 IiD T _ _ _ _ _ _ Center of Box 5[a✓ _ Bars 4A and OC Offset Location - T r See DETAIL °A" �� j '�' __ -� - @ S SP_(TYPJ r ;e� = 4' v (A - -- J - ----- - --- - y N GENERAL NOTES: \ �� Grate Frame - '4 ears se (cop) ®6 P. c 1. Work this Index with Index 425-001 and Index 425-010. �\ -\ (See sheet 71 Inlet Bars aD (Bottom) ®6' Sp. ? v Field Cut as Required to Maintain Cover Z Z 2. Conform the finished grade and slope of the Inlet tops with the finished cross slope and grade of I [' D I F 6- 9„ 4 - - - - - - - - - - - (P-0" Max) R the proposed sidewalk and/or border. tor•- I0 _ 3. For Inlets constructed on a curve, refer to the plans to determine the radius. Bend steel when necessary. T COJED r F �G •. H T P�uE or TOP - Type F Curb and Gutter Transition Inlet (Setae Garb 3-8' 3-0" (See General Precast 3' 6'F rb Bars 4A (TypI 1•_g. 4. Use Grade 60 reinforcing bars with I minimum cover unless otherwise shown, see Sheet 6 for Note 7) Gutter Trans. S-9• r-9' Gutter Trans. Note 7) C 1 P 6' 6° Bars 4B (Vertical face, Field Bend) SEAL equivalent area Welded Wire Reinforcement details. Bars 4K (For Fillets Only) ��000vooe PLAN Bars 4E @ 5• Bottom - _ - - BAR 4A BAR 4S S. Inlet lops may be either cast -in -place or precast concrete. Conform precast units to the o oninlet 4' Nose (Tied to Bars 4A) (Fyp.) Bar 4E - - ✓ - - -1 _- \\ Y dimensions shown or in accordance with approved shop drawings. (0 6• B Ccrate Post for C-l-P Inlets (Typ.) �oo� �o�• them/er or IYi Radius (Typ.) _ Bar 4L - 1 6. Corner fillets are required at inlet opening for precast units or C-I-P units used in conjunction Grate fB- _ _ DETAIL "A" (TYp - \\\\\°,•'••• s with circular Inlet bottoms or skewed rectangular Inlet boxes. Finish top of fillets flush with '-�----------- ---1 - Bars 4H tt^^ C drain throat bottom and match slope. or lT' ----- - - _ -- \� • �\v E ��� •••• Type E or `Grate' Type E or - 2-6wr 41 ? F Curb 6 Gutter Intel or Alser --- - 1,r F Curb Oars 4F (Top) ® 1'-0' Sp. Field [u[ as Required y • • 1 i 7. For Type E curb and gutter, transition the shape of the curb over the gutter transition length to match to Maintain Cover 75 7K (See Genera! 3-0' 3-Tr (See General the face of the inlet (Type FU. - ���� Note 7) _ Gutter Trans. 8-0' 7-6"' Gutter Trans. Note 7) ?-Bars 4J 4$' IdY !I'-0' Max) l = N0. 52896 Type F Curb and Gutter Bars 45 dP 8" .-. /� •II -• 8. Meet the requirements of ASTM A36/A36M with steel used for frames and Orates. ELEVATION INLET TYPE 5 1 N, (Type F Curb and Gutter Shown) SECTION B-B 9. Use either cast iron grates or steel grates. \\ TYPE 5 DIMENSIONAL DETAILS TYPE 5 REINFORCING DETAILS 'O BAR 4E S T OF � � •1!:V ` `V � � Center of Box eta./ �O� ••• F� 0 R 1 P' • •\� \\��\ 6° 0 Concrete Post for C-1-P inlets (7yp.) I E I F r� Offset Location Bar 40 (Vertical Face, Feld Bend) BILL OF REINFORCING STEELF(1� ' • .. • • • • • \\\ t� I r 1 G TYPE 5 INLET TYPE 6 INLET U Top of Curb Control Line '✓ _ - T---+- - - - - -- - Bars Sp. and MARK SIZE N0. LENGTH N0. LENGTH Type E Curb and Gutter Transition _ - _ _ FF,, Inlet A -Sae DETAIL 'A' I - - - I r7 T h' ,Q _ _ _ _ _ _ _ _ A (Precast) 4 25 Y-1" 38 Y-1" �- -- t :.. 1 --- - - Bars 48 (rap) ® P - - - A (C-f-P) 4 ZS Z-1 38 7-1 uj' ___ _-__ .-_-_ T f o 6'S. oo�w�'o (See tSheet 7) l J inlet 7 Bars 4D (Bottom) ® 6" Sp. 8 1 6 is-3' 6 15-9• v�>o��sno - C 1 IS 77° to 1'-1t" 38 Il'to )'-11• aoo�'o D 6• 8' D 4 4 la-3° 4 IS-91 Grate E t ]6 r-IIW 30 r-I IW Type E or �'(r; tl'' F Curb & Gutter F IG TFp[urb r TOP F 4 3 C-0" 6 6'-0" rSNote 7j cal Gutter -Trans. 5'-9` r-6' S-9" Gutter ens. (S Note ee Mral Bars 4A (ryp.) H 4 4 r-6" 4 r 8' TABLE OF CONTENTS: Bar 4B (Vertical face, Field Bend) Bars 4X (For Fillets Only) J 4 4 3-0° 4 3-0" Sheet Description PLAN _ _ "I I Genera! Notes and Contents Bars 4E 0 51 Bottom _ - - " - - K (Fillet) 4 2 Z-3' 2 2-3' w (Tied to Bars 4A) (ryp.) - - Bar 4E - - Q I 2 Type 5 and 6 Dimensional Details INLET TYPE 6 \ E inlet 9' (10" Below Top of Curb Control Une) _ _ _ _ - 1 (Precast) 4 1 T-4" 0 -- CQ 3 Type 5 and 6 Reinforcing and Bar Bending Details (Type E Curb and Gutter Shown) :\ .� 6" 0 Concrete Post for C-I-P Inlets (Ty;. ) 4' Nose h 6 _ - y-0^ '� _ _ _ L (C-I_P) 4 10 1'-C 9 1'-4" :� W in 4 Precast Dimensional and Reinforcing Details \�>>-T; fTYP•A S 4 7 3-Z 7 3-Z S Cast -In -Place Dimensional and Reinforcing Details J �J.� Type E Curb and Gutter -`--------- ------------ _ _ __ _ IIIL���7iii 6 Alternate Welded Wire Reinforcing (WWA) Details 2-Bers 4J NOTES: U2 7 Grate, Anchor, and Grouting Details Type E w Grate I( Chamfer w Type E or Bars 4F (Top) ® T-0` SD. 1. All bar dimensions in the bending diagrams are out to out. Q'.t F Curb Inlet or Riser -! !.- IV' Radius (Ty- F Curb a ry (See General 3-0' I 3'-0' (See Ganere/ 41 O O i E Note 7) Gutter Trans. 8-0' Z-3" -j,,, 5-9- Gutter Trans. Nets 71 '. 2-Bars 4! Bars 45 p 8' ?. Bars 4A and dE may be combined IMo a single bar. w w SECTION H-B J. Welded Wire Reinforcement consists of smooth or deformed r �Wv CURB INLETS TOPS 3 ELEVATION d wire meeting the requirements of specification 931. Q tr•t Fnl > TYPE 5 DIMENSIONAL DETAILS TYPE 6 REINFORCING DETAILS " � WrJ TYPE 5 AND 6 DIMENSIONAL DETAILS a TYPE 5 AND 6 REINFORCING AND BAR BENDING DETAILS �' O w W LAST DESCRIPTION: 2 DESCRIPTION: FY 2021-22 INDEX SHEET LAST DESCRIPTION. V k.r IR REVISION �, �,� FY 2021-22 INDEX SHEET REVISION y��j �, REVISION ,� D FY 2021-22 INDEX SHEET Q F u/o1/20 Fes' y STANDARD PLANS CURB INLET TOP TYPES b AND 6 7425-021NDEX1 of 7 n/o1/2O Fes' y STANDARD PLANS CURB INLET TOP TYPES b AND 6 425-021 2 Of 7 11101120 F STANDARD PLANS CURB INLET TOP TYPES b AND 6 4217021 3 of 7 ;j/yQeRjjl Top of Curb Control Li Varies Varies r7 Top of Curb Control Une 1' 0` Min to 1'-0" Min. to r_71Y 1 9• QI `-r a 3, 1'-0° Mln. to ]IY 4Yi° Field Cut Bars to t'-0' 1'-6' 7-0' Max. 1-6' 7-0" Max. 11�'-0' 7K" S > -01 Max. Maintain t a Cover g. Field Cu[ Bars to FINtl Cut Bars to S gnpwn Field )n Bond Horizontal 7 • Z Sp. ®6" •• :L: N O U2 Maintain 14" Cover Maintain 1%" Cover as 3" Radius L al :• N ° f_ - Horizontal Bart of Mat (z, O ending 3' Redlus :x ti it e y b�" Cut plaid B 4R Q b b (optional e 6 e m I v >; b tr (OAtional v Cant[. Join[ -1- b Const. Joint b a to Allow - 'w---. 4YW to V O Theoretical '^ Tfepretical '^ m m m to DJ72 w W18.5 (TYDJ '� J �Theoretical x Theoretical y Gutter Elev. Gutter Elev. Gutter Elev. a Gutter Elev. a! 24:' (Above Sall) ' ® O W o+ Gutter Elev. �_+ ++_�t'i i n Z_e I k I Varies _ Bars 4E ®5" SD. Bars 4F @P T-0• Sp. 2-0" 1sS' (Above Soil) Cut Dotted Portion of OPTION A OPTION B OPTION A OPTION B Not as aegvlred to d SECTION D-D SECTION E-E OPTION A maintain Cover WWA Symmetrical SECTION E-E SECTION E-E _ -_- About [far Type 6 �0(Bottom) Top of Curb Control Une 4-Bars 40 PIECE - 1 _ 7-0' f-6' low 3-Bars 4B 1'-0' t'-6° 6' (8M[om) 8 ?ap 3 7-T 1'-6° low ?-Bars 4B TYPE 5 - 14 S 1sY On.z or else RrpJ A Type E: 6' to 9' IVz" TYPE 6-37Sp. ®5. Type F: 6' }.$ See Note 2 4 v 4 b to (OPRIndnM v 7 G (Top) aP -_ f _"1, >b >.9s-� :. 8i L w i (' ,_ Bars 45®CSp. O O iYt b b a Bars 4J 6 See Note 2 � v v PIECE - 1 PLACEMENT SCHEMATIC m N Bars 4S di Ir Sp. 4 Const. Joint e ® 6' _ 0 Bars 4J 4' 3 So. Type E: If, [o t'-3" Type F: V-O' to T-3' ," r:• - to-3' Min. IS-9" Min. n Theeretical �_� Grate c ® �`� Bars 4H (Corners) Theoretical -' vi w 1* Gretef \ x' „mt ® bs s I W b Gott Elev. o Bars 4H (Corners) PIECE - 1 fetter Etev. a a+' Thteretic6l > I h 4" Type F Shawn, Type E similar I•, 4'$ _ I Bars 4E 5- Sp. Bars 4F ®T--0" Sp.' 1'-3` Z-0" Gutter E! b - _ I Cu[ Dotted Portion of O O Mat as Acquired to O OPTION B i T-B' j - 3-0" I Bars 4E di 5' Sp. Bars 4F ® F-0° Sp. f-3' Maintain Cover - 2• AQ O SECTION C-C SECTION F-F SECTION F-F SECTION D-D SECTION FF SECTION F-F r - - a C 4.-Bars aD 1{ 0 6' (Bottom) �� (Bottom) a� O z D r� IGY," ?-Bars 49 O A O 7V/ 6' (To Z� 1'-6' IOsy" ?-Bars 40 017.2 or W18.5 (TYP•) w flSe 1sY 41$ r 7s4' 1Vr tiY� ass` 7sY 6 !To 1 ``. �+ r- _ WwA Symmetrical ` 7 -4 See Note 2 - - - - - Type V Qi c N b b m .Y\ b see Note Z b a __ - - About for 6 Y 2 Sp. t>g 1'-0' `+ Bars 45 IF 9" Sp. Coast. Joint " „ T W z c Bars 45 N Sp. 3 3 J O Grated, m.% - - b Y N Slab o ® Bars 4H (Corners) , %� Grate PIECE - 3 Q Thickness outt rca/ Slab o ® I� ' Bars 4H (Corners/ TYPE 6 - 37 Sp. ® S �}.tt Do Not Construct Pipe Within These Limits Gutter Elev. .. w _ +r Do Not Construct Pipe Within These Limits Thickness Guutttoere Elev. 6 Ft ('--- I I Bar 4K Diag. Fillet -to � ____J _ _-� WELDED WIRE REINFORCING DETAILS Z 1 I 1! Chamfer I I I I I r I IT Chamfer r Bar 4K Diag. Fillet PIECE - 1 PLACEMENT SCHEMATIC V Top of Pipe I _ 7 I 1'O Corner F/l!et I 1 1 I I •• I ISee General NMe 6) r - - -I i I Top of Pipe I I I F-0' Corner Fillet I - Inlet Bottom or Riser RYDe I (See General Note 6) I I r - - -I I I 1.-ti-� 3-6' I varies. See Note 3) I I �-'.1 �- - ~ L� inlet Botom or Riser (Type ' 9' Min. or If Tap Slab Presets, I I Top Slab Thickness Plus 3' I I -�- i+T 9" S or If TO Slab Present, I I .l.`_-L 3_S Varies See Note 3) �� MInJ +1 ^ I I I I I � I I I I T-'F'-( g-TYI' ( A 1 r-0"(Centered Below Opening) Top Sop Slab Thickness Plus 3' J*L --4--T 1 I 1 -+-T 1 1 �' �i1 _r• i+-f_ J�1 jTl _ r-0' (Centered Below Opening) �--i-i jTl ITI 13 5 S SECTION G-G SECTION G-G m SECTION G-G SECTION G-G i ,� + 1C���� � a U 4-Bars dD 4-Bars 4D 3�I - - - - - - - Provide Conventional (� ® 6' (Bottom) ®6' (Bottom) 3-Bars 48 Z-0' T-6' lOYJ° 3-6 s 4B It Reinforcement for Bar [� 7Yz• E (TOP 4YJ' 7Yz" 6" (TOP IYi• _ 4H, 4J ant 4S it a lsY' 4iY ti5' NOTES: �- NOTES: �- Bar 4t (Placed as shown) Bers 4E 0 r sp. ears aF 1'-0 s . py P t 1. For location of Sections D-D thru H-H see Sheet 2. See Note 2 1+ Bar 4L (Placed as Shown) 1. For location of Sections D-D thru H-H see Sheet 2. x' 1r Graf `+ See Note 2 Graf v o Theoretical 5, � : -Bars 4J >in' m � Bars 9J Lonven[i0rta! Reinf. �•t 2. Match slope of adjacent curb with Z top radius Gutter Elev. a a X �"'�+ Bars 4s ® 8" Sp, p j p _ F N '� /,` ® p ear 4F (one Required] TYPICAL SECTION 2. Match slope of adjacent curb with Z to radius -{I x �'�� Bars 45 8• s and 4V bottom chamfer of ly" radius. - �� A b and V bottom chamfer or 1$° radius. x.i �� m to ® coast. Joint ® Cut Dotted Portion of o Bars 4H (Corners) Theoretical o Bars 4H (Corners) Ma[ as Required to 3. See Plans for bottom and riser type. �+ 4 4 3, See Plans for bottom and riser type. j_ Gutter Elev. it E MalMalrt Cover NOTES: Bars IE ®5" Sp. I -Bar 4E ]. All bar dimensions In the bending g r$ Bars 4F 1'-D' Sp. 1'-3° ; 4-e Bers 4F 1'-,V Sp. 1'-3" 3 g diagrams are out to out. PIECE - 3 PLACEMENT SCHEMATIC SECTION H-H SECTION H-H SECTION H-H SECTION H-H 2. Welded Wire Reinforcement consists of Smooth or Deformed a DIMENSIONAL DETAILS REINFORCING DETAILS DIMENSIONAL DETAILS REINFORCING DETAILS WWR REINFORCING DETAILS wire meeting the requirements of Specification 931. PRECAST DIMENSIONAL AND REINFORCING DETAILS a CAST -IN -PLACE DIMENSIONAL AND REINFORCING DETAILS a ALTERNATE WELDED WIRE REINFORCING (WWR) DETAILS L,k57 DESCRIPTION: FY 2021-22 INDEX SHEET LAST DESCRIPTION: FY 2021-22 INDEX SHEET LAST C DESCRIPTION: REVISION Fp CURB INLET TOP TYPES 6 AND 6 REvrs,oN $ Fi:�y CURB INLET TOP TYPES b AND 6 REvrstoN F� -� FY 2021-22 CURB INLET TOP TYPES b AND 6 rNDEX SHEET Z 11101120 STANDARD PLANS 425-021 4 of 7 11101120 STANDARD PLANS ?� i�-� 425-021 6 of 7 p 425-021 5 Of 7 11/01/20 STANDARD PLANS ►.r E-F IT Anti -Vortex Wail n4 GENERAL NOTES: -- TABLE 1 U Curb Inlet Top / / - 1 r -' � r "' � - _ t. Work this index with Index 41s-0o1 and index sso-ooz. _ 0.1 _ _ _ __ _ -I O 1_ _.. _. __ _ - _ 1 _ . SINGLE LAYER REINFORCING t0 Horizontal Wall Reinforcing Schedules Epoxy -Sand 9" ?. Chamfer all ex used e0 sand corners �• or tooled to iy' radius. WALL AREA MAX. SPACING NOTES: A Grate Y/ P 9c SCH Grout (TYp.) K /- k• k. DEPTH (In•/R) BRAS WWR 1. See Plans for Inlet length (L). (See SECTION K-K) - - - - - - - - 30• mat met r'�� " � SIZE: L - S-0' - - - - - 3. Use Class f7 concrete for inlet end anti -vortex wall. I 1r Groin 6rot° Sta./Offset/Elev. Location a-S A72 020 17 B• 2. Use 6'x6" 10/10 welded wire reinforcing. w 4� 4. Use Grade 60 reinforcing bars with Z' minimum cover unless otherwise S-0' A6 020 6• 5' E 1' Bar 11, x Z !l „ noted. See Index 425-001 for equivalent area of welded wire reinforcing �\ - - 3. Grate not shown. A Grout 6rout (WWR). Cut or bend bars for I fY clearance around pipe opening. Bend f / f' 8,45' 05.5 0.24 SAY 5° ° EP°sy Said ED°yV-sand top and corner bars to dear anchor holes. Type 0 Fence (See Index 550-0OZ) / \ i I b SIZE: L - 0-r 4. Pipe opening not shown. p' a-4' A11 020 /Z 8" t c } c S. Channel section C 3x6 at 14" max. bars _ _ 60. pacing may be used as an alternate � � \\ V r-6' 85.5 024 STY 5• �I (See i °�) CAST IRON GRATE GROUTING DETAILS STEEL GRATE GROUTING DETAILS for the C 4x5.4 channel at 15" bar spxang. ,� ��. );-�_ _��� p B-9' F 097 6'q 6• �I ANCHOR 6. Channels and bars for grate are ASTM A242/A242M, A37I/A572M or t See GRATE SEAT AND \' 3-15 C3.5 0.37 314" 3' 7 ANCHOR etDETAIL 4) A588/ASBBM, Grade 50 steel, and galvanized In accordance with j ; _ � `� (See Sheet 4) SIZE. L = FRAME DETAIL DETAIL "A" SECTION K-K Specification 975. j _ a-4' 95.5 0.24 5W 5" tr •t 3-11' - �- r-T C6.5 037 6W 6' 7. Use Fence Type B for fence enclosure (Index 550-002). Install all posts r-4" o. to o. of Frame m - 7'-1S 04-50.53 4Vl 4 F3�-'� � !rt concrete. A minimum of 70 posts required. Use 3• nominal diameter posts - Concrete Reinforcement _ ° 3-11' 0. to o. of Grate to Apron M (See Note 1/ ".i ` Curb Inlet Top for corner and approach side posts. ��=, - SIZE: L >• 8'•0' we" / �i t a-3 Bss o2a s$° s 2° i O O O O O o O O 8. Anchor Bolts are ASTM F1554 Grade 36 fully threaded headless bolts, -cW j b' 3-S C6.5 037 6W 61 yY Type 8 Fence (TyD.I 1- �• O O O O O O O O lrtstalled In accordance with Specifications 4J6 and 937. Nuts are ///''' t- I I •- 1 Steel Grate / 9-9 04.5 0.53 4Vr• 4• O O O O O O -L ASTM A563 or A794 and washers are ASTM F436 nr Type A plain Y ( I !`ayl _.f ( - anize all outs, ts and - L6x3Yux1}� ` O O O O O O C31 _{ 9. DuaMltles aeevPor trdormauonall and estwmatinrs roses oil .., ` < \ O / \ / O ppgq ,. -'- m V: L3z2xIk 11 '* I � O O O O O O O O� K" � O b 9'-ts E5 0.73 f� _------_--- L6x3V,xik 1 LL OOo00000 .1 gpup y i - _ OOOOOOOO `-' \ O-4' c6.5Eo379' 6W a , h sit" y r-i D4.5 0.53 4W 4- Anchor !tj x 10° S-Z S-7 70" ~� TOP �� - 13-4" + L T-75 E3 0.73 3- 3- Z [..t Anchor wE.y SECTION M-M �, -�\ i O I(t lyd .� tv 4rhd t. PLAN ram" Qt U SECTION !-1 SECTION J-1 i �" -, Type B Fence (TYPJ v"•1 A 2Y_J' 'fie" 7,�". � •�l� Type 0 Fence (Typ.) Anti -Vortex Wall 81 9 Pt7 rZ V� I- '>\ Anti -Vortex Wall Concrete Apron SECTION L-L / yL-- G1 V O p CAST IRON GRATE -`�� � �%� � N � 6 Slope to Match Ditch Grade Concrete Apron 4� See Note 3 3-11° `-�� } #4 Bars ® 1'-0' Ctrs. h 3-^1• o. to o. M Grata �� t------____-- --==il \\` j m I rvl I ("1 m coQ •�"I M k�tt Curb Inlet TOP _-_ b r-$•°. ro o.ot Frame----------------� �` I 3' c I - d to cO O C\2 1V -_---- - -- I 41Clear 4"Clear Imo- = I 6" A ® / CQ #4 Bars 1'-0" Ctrs. 6 I O O O . 4 O I Nonskid Floor Plate -w I (-- gYi �� a L--------------------J ` I 6 Min. 7., L6x3%A d I 1 1 I I'"'I I - 1-Extra #4 Bar Above and b „ r v _ _ _ I TABLE OF CONTENTS: ]D 1_ Each Side of Pipe Opening Lwer� ------------- ' O ['I-- I Pickh - I Sheet Description (T ) I E l E°t 44x3x$ k______________- -----d I #d Bars I 1 / g ' _ _ _ _ _ _ #4 Bars ®T-0" Ctrs. Drainage Structure Invert '•----------- L6s3Vuxlj 1 General Notes and Contents ® I'Ar Ctrs. (See Index 425-001) R a* TOP Z Inlet Lengths R1 Less Than w Equal to 9 L _ _ _ - - - -- - - - -I ` Construction Joint Permitted Anchor SECT/ON 0-0 8• Precast w CIP (See Index 425-001) 3 Inlet Lengths (L) Greater Than or Equal to .7 INLET FENCE ENCLOSURE B' Precast #4 Bers � P-O' Ctrs. (B' Slab) 2 Anchor a 4 Steel Grate Details € B" (For L s ]rl (T .) L (Sae Note !) or 8" Ctrs. (Precast 6" Slab) e• a •) 3-6" DRAWN BY CHECKED BY SECTION 1-1 r-]o SECTION J-J ISs (Typ•1 Lis 2 ®e 4 (See Note 4) TLF RCL g SECTION N-N FRONT ELEVATION SIDE ELEVATION it STEEL GRATE DATE a GRATE, ANCHOR, AND GROUTING DETAILS INLET LENGTHS (L) LESS THAN OR EQUAL TO 9' 06/29/2020 LAB 1:e�O DESCRIPTION: Lg57 = DESCRIPTION. FY 2021-22 INDEX SHEET LAST DESCRIPTION: g�,� FY 2021-22 INDEX SHEET o �,� �,� FY 2021-22 7425-055� REvrs/ON 4 Fp CURB INLET TOP TYPES b AND 6 "F"S/0N = F..i�' y DITCH BOTTOM INLET TYPE g REVISION a F.3s_v DIITCH BOTTOM ]INLET TYPE K 11/01/20 STANDARD PLANS 425-021 7 Of 7 11/01/20 STANDARD PLANS 425-055 1 Of 4 11/01/20 STANDARD PLANS 2 Of 4 SHEET TITLE GRADING & DRAINAGE CONSTRUCTION DETAILS SHEET NUMBER C-9.0 � a�oe i� zozo-m I111 ilLilll1111-1iflip T' H I.�- P�-Type 8 Fence (Typ.) I PLAN Anti -Vortex Wall Concrete Apron 1 See Not. 3i/� See Note I J i 1 2' Clear T Clear I #1 Bars N V-T Ctrs, i i #4 Bars 1 0 F-0" Ctrs. Construction Joint Permitted _ _ _ _ _ _ _ (See Note 4) #4 Bars ® P-O' Ctrs. (8' Stab) IQ- (For L > 14-0") (Typ.) See Note I or 8• Ctrs. (Precast 6' Slab) (See Note 5) FRONT ELEVATION R a LAST DESCRIPTION: FY 2021-22 ja:� REVISION FD 11/01/20 STANDARD PLANS ilt ffi 3-O' Precast 3-4" C-1-P to 6 6" Precas, Ste./Offset/ Elay. Locatlon r C-I-P a4 CA A Eyebolt 2%, (Typ) 7 PLAN -?-Y' Precast .,.- TABLE 2 DOUBLE LAYER REINFORCING Horizontal Wall Reinforcing Schedules WALL AREA MAX. SPACING DEPTH uH' an'/ftl BARS WWR SIZE: L - 9'-0• a-e Al2 0.20 12' B A6 0.20 6" 5' 6-0 85.5 0.24 5W r 8'-19 C6.5 0.37 6W 6" SIZE: L = W-O' b-3 Al2 0.20 12" a, 3-S A6 0.20 6- S S-B C6.5 0.37 big' E 9-IN C3.5 1 0.37 1 3W 3" SIZE: L - 12'-0' b-4' 85.5 0.24 SW S' 4'-6' C6.5 0.37 6W d" 6-15' 045 0.53 4W 4" SIZE: L - 7I-0' a-e C6.5 0.37 6W 6' 4-7 D4.5 0.53 4W 4" 7-13 E5 0.73 5" 4• SIZE: L - I6-0' x )0• WALL THICK b-4' C5.5 0.37 6W 6" 4'-8' 04.5 0.53 415 4✓ 8-75 E5 0.73 S' 4' SIZE: L - 16'-0" x 10" WALL THICK b-3 C6.5 0.37 6W 6' 3-1 D4.5 E5 0.53 0.73 4W 5" 4" 51-9 4" B-IS FS 1.06 5' 4" NOTE: 1. See Sheet 2 for dimension details. 2. Use 6"x6" 10/10 welded wire reinforcing. 3. Grate not shown. 4. See Index 425-001 for construction Joint details. 5. Pipe Opening not shown. Anti -vortex Wall v Wv" See Note 1 - See Note 3 See Note 1 1 �z I T CI. ' ((( 1-Extra #4 Bar Above and c Yr• Each Side of . Opening #4 Bars P-O* Ctrs. (l p') Drainage Structure Invert (See Index 425-007) SIDE ELEVATION INLET LENGTHS W GREATER THAN OR EQUAL TO 9' INDEX SHEET DITCH BOTTOM INLET TYPE K 425-055 3 of 4 NOTES., 1. Grate, Concrete Apron, and Sod not shown on structure detail. 2. See Sheet 8, 9, and 10 for Concrete Apron and Sodded Area details. 04 Bars ® V-40' Ctrs. 6"_ 1_ 1 61 1 Precast Ir 2Z.p 8" C-I-P SECTION A -A SECTION B-B M (Pipe Opening Not Shown) (Pipe Opening Shown) Straight Bars T x y." _ v, Reticuline Bars IY" x N a Bands T x Y,• (iyp.) r- _- Rivets Reticullne BN -------------- Band E eboit SECTION C-C 15-0O1) x Eyebolt Ret)culirrc Bar Bands 3' (Typ./ Straight Bar SECTION D-D AI'llarra STEEL GRATE DETAIL (Approx. 104 Lbs. - See Sheet 7 For Cast Iron Grates) W #4 Bars g 1'-O' Ctrs. (See TABLE lYt" Cl. pipe Drainage Structure Opening (TYp•1 (overt (Sae Index 425-007) U � � TABLE 1 HORIZONTAL WALL REINFORCING SCHEDULE WALL AREA MAX. SPACING DEPTH SCHEDULE (Inn/f[.) BARS WWF b - IS, Al2 0.20 1T r DIMENSIONAL AND REINFORCING DETAILS a TYPE C - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS LASE $ DESCRIPTION: FY 2021-22 INDEX SHEET REvrsloN DITCH BOTTOM INLET TYPE C, D, E, AND H 11101120 STANDARD PLANS �425-0521 2 of 14 Rivets 6' Precast (Typ.)�-' ---- -____ -r----_____--- 8'C-1-P rTYPJ Imo, ✓ ` f Reticulin Band N Straight ears z x V," \ /1 SECTION 0-0 -- , Sta./Offset/ Reticullne Bars ly., x fie' Et". Location u, Reticul Bar I- µ/ r Bands u L L ut - Mi Bands T x �" (iypJ I Straight Bar A t, a g of Ilpes 1 e SECTION P-P L CJ +ice - ,l- PLAN = STEEL GRATE DETAIL 2%` (TYPJ Eyebolt (Typ.) (2-Grates Shown. Approx. 310 lbs. -See Sheet 7 For Cast Iron, 3-Grates) " Precast PLAN 5V C-I P � h I Eyebolt Eyebolts (See Index 415-001) 3' CI. (Typ-) 3• fryP,) t X 7-Extra a 7-Extra 4 #4 Bar e` Horiz. Wall Reinf. Nin. M (See TABLE 2) NYP• B' C-1-P TABLE 4 HORIZONTAL WALL REINFORCING SCHEDULE WALL DEPTH SCHEDULE AREA (Inr//t.) MAX. SPACING BARS WWR 9-5 65.5 024 5W 5" 5-7 C6.5 037 6W 6 7 - IS 04.5 0.53 4W 4" o #4 Bars ® Ir Ctrs. 1 \� 1 HY Pipe \� p a #4 Bars ® 1'-P Ctrs. 1 I Opening (TYPO I I I Drainage Strutture )overt a \�_ (See index 425-00U NOTES: to �_ 'u -� '� _ 1. Grate, Concrete Apron, and Sod not drown details. \� / f�- on structure 2. See Sheet 8, 9, and 10 for Concrete Apron and Sodded Area details. #4 Bars @ 10' Ctrs. I I 3. Pipe Spacing S = 3-S' 6-1 Precast B. 6-r _11 Precast `A 3-0' 6• 8• Ir 6-7• 8, C-I-P SECTION M-M SECTION N-N (Pipe Opening Not Shown) (Pipe Opening Shown) DIMENSIONAL AND REINFORCING DETAILS a TYPE H 2 & 3 GRATE - DIMENSIONAL REINFORCING AND STEEL GRATE DETAILS LAST REVISION DESCRIPTION: FY 2021-22 INDEX SHEET FD�t DITCH BOTTOM INLET TYPE C, D, E, AND H 11101120 STANDARD PLANS 425 052 S of 14 i 8' Grate Seat r Bar B (Mg7e1 I'= yl II •= s •. V - Bar A (Channel) ry v t n f Yf Dla. Drilled Anchor Hole " ib'xl'-0" Galy. Threaded Anchor' Rod, Washer and Hex Nut a Bars C (Flat) '�' ' > y o� •. > _ C - a > •� " e Anchor atHale __ Adhesive Bonding Merial System PLAN SECTION C-C GRATE SEAT AND ANCHOR DETAILS is. Bolt Hof. (Typ.) PLAN Yf 7'-yf t'-0" I t'-0" 1'�• Yf Bar 8 (Angie) Bars C (Fiat) Bars A (Charnel) See DETAIL "A' SECTION A -A S I'-3" 1'-3" 5 If Bars C (flat) Bars A (Channel) SECTION B-B Bar B (Angle) C71e Dia. Anchor Hole L 3x2Ytx'+ Clip Corner 1-------- NOTES: its 2 1. See Sheet 2 for dimension W location. 2. See Section B-B nor dimension 'S' location. R DETAIL 'A' TABLE 3 GRATE QUANTITIES BILL OF STEEL STEEL WEIGHT PIPE SIZE See Nate I S BAR No, REOD LENGTH N EL MxA34 lb ANGLE •3`x 2$'x ?.I T �x W (4.5 ,b/ft) (3.4 lb/ft) A 5 4-1w 30'&36" Y-O" IA, B 2 4-)IVr" 111 45 51 C 3 4-IIW A 6 4-1 w 47&48" 6-01 71Vf B 2 S-I]Vf /34 54 61 C 3 S-I1W A 7 e-1w 51r&60' 7-0" 9%. B 2 6-I]K' 156 63 71 C 3 6-11iQ A 8 4-1W 661&72" 9-T 8y B 2 7-11W 178 72 BI C 3 7-11W A 8 4-1• Be 9-0• 14P,- B 2 6-12ift• 178 81 91 C 3 8-71 A 9 4-f SPECIAL 101-0" 12Yf B 2 g-Ilii" 201 90 102 C 3 V-Ijw A 11 4'-1 SPECIAL 1Z-0' 91V B 2 11'-11W 245 108 122 C 3 1T-17$' A 12 4-IW SPECIAL J f-O- 14Y," 8 2 13-1 lYt" 267 126 142 C 3 13-I1W A 14 4-IW SPECIAL 76-0' IIVr 8 2 1S-t7Yf 312 144 163 C 3 1S-11W A 16 4-IW SPECIAL 16-0' 814" B 2 17-IIW 355 162 183 C 3 11- STEEL GRATE DETAILS LAST DESCRIPTION: REVISION FY 2021-22 INDEX SHEET 11101120 F STANDARD PLANS DITCH BOTTOM INLET TYPE B 425-055 4 of 4 4-S t i C-1-P rot b [IF 6' Precast (Typ.) r C-I-P (Typ.) Straight Bars T x Sta./Offset/ Elev. Location a E I E Reticullne Bars 1V," x $� 4� Eyebolt Bands T x (ryp.) 21." (Typ) PLAN Rivets 31i-Precast 5;'4• C-1-P 2$' 6•Precast __ -___-_-___-__-___•__ ------------- Aeticullne Bar Band � I B C-1-P SECTION G-G Eyebolt (See Index Reticullne Bar 425-0OU Eyebolt Bands 3"Cl. (Typ. ) 3" (Ty J Straight Bar SECTION H-H 4 Horiz. Wall Raint. (see TABLE 2) I Extra STEEL GRATE DETAIL (Approx. 190 lbs. - See Sheet 7 For Cast Iron Grates) i I #4 Bars 1'-0" Ctrs. hYr' Cl. LLP,\iDrainage t Opening (Typ.) Structure q Invert / (see Index a• c+ r 425-001) #4 Bars +B 11• Ctrs. 6' s'-T• 6• Precast _6 3-1" �G_recast e• C-1-P `-r 3-I" B" C-I-P NOTES: 1. Grate, Concrete Apron, and Sod not shown on structure deta)Is. 2. See Sheet B, 9, and 10 for Concrete Apron and Sodded Area details. 3. Cast Iron Grate is not permitted on )Met Type D. SECTION E-E SECTION F-F (Pipe Opening Not Shown) (Pipe Opening Shown) DIMENSIONAL AND REINFORCING DETAILS TYPE D - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS LAST o DESCRIPTION. FY 2021-22 INDEX SHEET REv,s1oN FFDd y DITCH BOTTOM INLET TYPE C, D, E, AND H 11101120 STANDARD PLANS 425-052 3 of 14 4-0" C-t-P -- 8" C-1-P (Typ.) StaJOflset/ Elev. Location h o- -�_ ' y ti ( of Pipes 'a Eyebolt (Typ.) PLAN Straight End -Baring Bars T x 1 Reticu(Ine Bars Iy x 41e" TABLE 2 HORIZONTAL WALL REINFORCING SCHEDULE WALL DEPTH SCHEDULE AREA pn.r/ft.1 MAX. SPACING BARS WWR v - 6 Al2 0,20 12' B" 61-1b A6 0.20 6° S 1 b - 13 A4 0.20 s• 3• to, - t9 855 0.24 5Yr` 5" Bands 2' x Y," (Typ.) l rot • I� PLAN Rivets Reticullne ear =--=--=--=---'---=--_---= Band Bands Aeticul(rte Bar Straight Bar SECTION 5-5 SECTION T-T STEEL GRATE DETAIL (Approx. 388 lbs. - See Sheet 7 For Cast Iron Grates) 3y,' Precast 214" 6' Precast C-I-P '--III I1�- r C-r-P T Eyeballs`� -T See Inde Eyebolt 425-001) x = 3" Cl. (TYPJ 3' if .l 1-Extra sd" 1-Extra #4 Bar t #4 Bar i to Hor/z. Wail ReiM. Min. TABLE 5 HORIZONTAL WALL REINFORCING SCHEDULE WALL DEPTH SCHEDULE AREA On.'/ft) MAX. SPACING BARS WWR a - 9 C3.5 0.37 3Yt" 3 S-ib 04.5 0.53 GENERAL NOTES: 1. Work this Index with Index 425-0O1 and Index 425-010. 2. Chamfer all exposed edges and corners Y4" chamfer or tooted to Vi radius. 3. All reinforcing is Grade 60 bars with T minimum. cover unless otherwise noted, Cut or bend bars for 1$" clearance around pipe opening. Provide one additional #4 bar above and at each side of pipe opening. 4. Use Concrete Apron on inlets without slots and Inlets with non -traversable slots only when called for In the Plans. S. Quantities are for Informational and estimating purposes only. TABLE OF CONTENTS: Sheet Description 7 General Notes and Contents 2 Type C - Dimensional, Reinforcing, and Grate Details 3 Type D - Dimensional, Reinforcing, and Grate Details 4 Type E - Dimensional, Reinforcing, and Grate Details 5 Type H (2 & 3 Grate) - Dimensional, Reinforcing, and Steel Grate Details 6 Type H (4 Grate) - Dimensional. Reinforcing, and Steel Grate Details 7 Cast Iron Grate Details 8 Non -Traversable Inlet Details 9 Traversable Inlet Without Slot Details 10 Traversable Inlet With Slot Details 11 Case 7 - Add Traversable Slots to Existing Inlets 12 Case 2 - Add Traversable Slots (Partial) to Existing Inlets 13 Case 3 -Add Traversable Slots (Partlal7 to Existing Inlets and Ditch Block 14 Alternate A Structure Bottom - Top Slab Details UST REVISION 11101120 a to t u b C-b' Precast 4-d' C-1-P 6" Precast (Typ.) S' C-1-➢ rryp.) Sta./Offset/ Elev. Location o �t .r-_7 Eyebolt rryo) 0j' Precast PLAN 2�' 5W C-1-P N Grate y;'i\ Grate Slot / y v r Slot '4, Y `� Sod Area \ Y .e ° tc Y y ;�- Sotl Area y Y � Concrete Apron \'-\\ �r '� y,Y Concrete Apron Std. Inlet (! Bottom I / Std. Inlet (J Bottom Option Not Shown) .-� \\IV/ Option Not Shown) -•� \HIV/ DITCH BOTTOM INLET TYPE C DITCH BOTTOM INLET TYPE C TRAVERSABLE NON -TRAVERSABLE (Without Slot - Type D. E. and H Similar, Pipe Connection Not Shown) (Slot > r Shawn - Type D, E. and H Similar, Pipe Connection Not Shown) Grate �y \ y , \ v e y `y \ y Y y y\ r Sod Area Y e Y I ' v Y. Concrete Apron Y Std. Inlet N Bottom Option Not Shown) DITCH BOTTOM INLET TYPE C TRAVERSABLE (Single Slot < 7" Shown, Double Slot, Type A and E Slmllar, Pipe Connection Not Shown) ��,,,,� FY 2021-22 INDEX SHEET FFDa STANDARD PLANS DITCH BOTTOM INLET TYPE C, D, E, AND H 425-052 1 of 14 N � m V y Straight Bars T x r � Reticullne Bars 7$' x #i Bands T x Y, (Typ.) - - - - �{ S Precast tK I 8" C-,-P I L Cl. (ryp.) Eyebolt (See Index 425-DO1) t� Eyebolts 3"(Typ.1 *4 Bare PUN AJvets Reticullne Bar Band SECTION K-K l_. Y Reticullne Bar 7 Horl2. Well Relnf. I 6' (See TABLE 3) h Min. Bands -, Straight ear > SECTION L-L STEEL GRATE DETAIL ci Bars I IYC CI. PI \� (Approx. 215 lbs. -See Sheet 7 For Cast Iron Grates) q #4 Bars Q 10" Ctrs. L0 1. 1'-0' Ctrs. I Opening (Typ.) 1 Drainage Structure q y l Invert (See Index 425-001) /. #4 Bars ® 121 Ctrs. 6 3-0" 8 3-0" SECTION 1-I (Pipe Opening Not Shown) LAST ZO DESCRIPTION: REVISION wt 11101120 Precast 6- -C - -rP SECTION J-J NOTES: 1. Steel Grates are required on inlets with traversable slats and on Inlets where bicycle traffic is anticipated. 2. Cast Iron Grates are not permitted on Inlet Type D. NOTES: 1. Grate, Concrete Apran, and Sod not shown on structure detail. 2. See Sheet 8, 9, and 10 for Concrete Apron and Sodded Area details. (Pipe Opening Shown) DIMENSIONAL AND REINFORCING DETAILS TYPE E - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS FY 2021-22 DITCH BOTTOM INLET TYPE C, D, E, AND H INDEX SHEET STANDARD PLANS 425-052 4 of 14 T (Typ.) Y-5- (Typ,) T 214' (Typ,) T (Ty J J'-S' (r J 2' 2W L _ T (ryp.) 11" rryp-) 2" 2W (Typ.)7-7 t O O O O O - 0 ; O • 0 � I t OO; i t OO See DETAIL (See TABLE 5) L, II #4 Bars--�\ 0 IT Ctrs. a i / 1Yr' Cl. pipe", e #a Bars N Opening (ryp•) � NOTES: o � a 1'-0' Ctrs. I - Drainage Structure Inert i (See Index 425-001) 1. Grate, Concrete Apron, and Sod not 3 _ i '✓ _ - ,r shown on structure details. N �R �ti %�' r �" 2. See Sheet 8, 9, and 70 for Concrete Apron and Sodded Area details. #4 Bars @ 10' Ctrs. I 3. Pipe Spacing 5 = V-3' '1 16" I 3-0' 16"",�Precast L6-.� B-g• I Precast 8' 3'-0' 8' C-1-P 8" 6-7* jr C-1-P SECTION 0-0 SECTION R-R (Pipe Opening Not Shown) (Pipe Opening Shown) DIMENSIONAL AND REINFORCING DETAILS TYPE H 4 GRATE - DIMENSIONAL REINFORCEMENT AND STEEL GRATE DETAILS LAST C DESCRIPTION: LAST REvrs,oN 2 FD FY 2021-22 DITCH BOTTOM INLET TYPE C D E AND H INDEX SHEET REvrs,oN 11101120 STANDARD PLANS 425-052 6 of 14 11/01/120 = TYPE C TYPE E _ Approx. 235 Ibs• Approx. 465 lbs. Grate TABLE 3 HORIZONTAL WALL REINFORCING SCHEDULE WALL DEPTH SCHEDULE AREA fin.'/ft.) MAX. SPACING BARS WWR a - -T Al2 0.20 12' a a - 7.S A6 0.20 6• 5" 7.5, - 10, 85.5 0.24 5W 5' la - 1S I C6.5 1 0.37 1 6W 6" 1 LI I O O l!- O I C O O a to I I I 0 O, 0 O O O O O O O� f TYPE H (4-Grate Inlet) Approx. 967 lbs. 2" -- T DETA L 'A' (Typical Section) CAST IRO GRATE DETAIL ,�,,�� FY 2021-22 NDSHEET �-mv- STANDARD PLANS DITCH BOTTOM INLET TYPE C, D, E, AND H �4215E)x 527 of 14 U) W H Q � O L N m Q• Z r o L- ,a U) V LU (� Z Z SEAL �G E�'��s' * No. 52896 -O S T OF � NA RtD ''/SS/OL• rrr111111111\1\�\ z -4 -4O O �4 wor �"� W�a zW V A VR E a Z N O E- Cn O 'i 0 W 04 A O O a c 1 � N 1La o 1 A wE, W U � a z NS z 0 a_ V W A H A 0 z I o-at U A O V W A' A ..a w: Em oho e# d' N C11 CD O A� A CA N N CD O O -4 O � F H E- E- O z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE GRADING & DRAINAGE CONSTRUCTION DETAILS SHEET NUMBER �C-91 hW JOB Akt M20 --I- -. _ __ I_ 1 Sodded Area PLAN TABLE 6 SOD ONLY QUANTITIES Inlet Sod Type SY C 6 � D 6 "' 1 E 7 H 8 VI Ditch Sodded Bottom Sodded Area Inlet Area Slot Depth 1'-0" Grate IT YPJ (See,-_ , 1 w, fetal Structure SECTION V-V it Bottom Sodded Area Bottom Sodded Inlet Area Sodded Sodded Area Inlet Area Grate Grate i/ /A Slot ✓ j� :/,a �� Inlet Structure J Inlet Structure I SECTION U-U SECTION W-W LAST REVISION 11101120 = SODDING ONLY = (Slot Shown, Non -Slot Similar) Sodded Area (Sec TABLE 7 SOD AND CONCRETE APRON QUANTITIES Inlet Type Sod Sy Cone. Cy C a U. D 9 0.36 E 9 0.37 H 11 0.45 I 4 Y j ~'gr w,dtn y y. • � a (Typ.) (Typ-) X1 a\\\ Ditch Sodded Concrete Bottom Concrete Sodded Area Apra, Inlet Apron Area W Preformed u Joint Filler + / Grate ` Slot Concrete Apron a , Inlet Structure SECTION Y-Y PLAN Ditch Ditch Sodded Concrete Bottom Concrete Sodded Sodded Concrete Bottom Concrete Soddetl Area Apron Inlet Apron Apron rea Area Apron Inlet AArea Grate G ate - Slot Depth 11-0' (Typ.) (See more 3) T" Toe Wall (ryp.) / Inlet Structure 6" (T .) Inlet Structure SECTION X-X SECTION Z-Z SODDING AND PAVEMENT (Slot Shown, Non -Slot Similar) NOTES: 1. Concrete Apron installed only where called for in the Plans. 2. Sod always required. 3. Slots are not permitted on sides with grate seats. F�FY 2021-22 STANDARD PLANS New Concrete Apron 1 � [a,",-", Existing Inlet tG i w�I �!�►1►\tit A�ANAAAAAA�W►AVANA►►' i►Ni► ►Ailii ~N► ►iNAOi G4 NON -TRAVERSABLE INLET DETAIL INDEX SHEET DITCH BOTTOM INLET TYPE C, D, E, AND H 425-052 8 of 14 PLAN Concrete Concrete Apron Varies Aron Existing Inlet / New 7' Slot Depth Existing Cast Iron Grate (See Note 1) Existing Ditch Bottom to be Removed Y -- Existing Ditch Bottom Toe Wall (Typ.) See Note 2 Sao DETAI (Six.& 10)L "� See DETAIL 'C �i Ex stin Inlet New Corx LHH wlff�N0, �i i�� ii i►�►�► �VANAVA�Ii4C► iN►Oi�►i�►i►i ►iY�i►►i i PLAN ig __. _. ..._. SECTION GGGG SECTION HH-HH WITHOUT SLOT WITH SLOT H!ji sting Cast Iron Grate (See Note 1) Concrete Concrete Concrete Concrete Apron Varies Apron Aron Varies Apron Existing Ditch Bottom New 7" Slot Depth Ditch Width Varies Ditch Width Varies r Grate S)0 a Var/es l (S-0" Sidi l Slo a Varies S/o a Varies (S-0" Std.) Sip a Varies _ NOTES: V .�, - 1 -- 1. Replace existing cast iron grate with steel grate. %" Grate r' Grate Replace existing steel grate when called for /� M g � In the Plans or as directed by the Engineer. 1, / 7" tot De [h /���. - 4 7. Remove exis[in wall to this line (exposed G / ✓ � / /� 'rebari pavement zone may be either 3' a' removed or embedded) I / � 3. Single Slot shown y Double Slots symmetrical Existing Inlet about the Inlet centerfine. '/ i'i ✓/ /� / �j �) � I Existing Inlet � � T 6 R Existing Inlet V DETAIL 'C• SECTION 11-11 SECTION JJ-JJ CASE 1 - ADD TRAVERSABLE SLOTS TO EXISTING INLETS ,AST o DESCRIPTION: FY 2021-22 lNDEx SHEET REVISION FFFFFFFFF DITCH BOTTOM ]INLET TYPE C, D, E, AND H 11/01/20 ?� STANDARD PLANS 425-052 11 of 14 Inlet Centered Opening (See Table for Dimensions) r is7 ryJ.J•°e c r7� %- p�OgJ TABLE 11 TOP SLAB OPENINGS DIAMETER OPENING SIZE Min. Max. 7-0' x 3-1" 7-T x 3-7" 9-0' 7-0" x 3-1' 3-V x V-1" 7-0' x 3-1" 3-M x 4'-V 6-0" 2--a' x 3-1" 3-O' x C-,F ISOMETRIC VIEW REVISION 11101120 2 Way Reinforcement (See Tables 12 6 13) too Top Slab Alternate A Structure Bottom (Sei Index 425-010 for Alternate B and additional details) #4 Bar Each Corner (Z-0" Min. Length) TABLE 12 TOP SLAB REINFORCING SCHEDULE GRADE 60 (BAR) OR SCHEDULE 65 KSI 6 70 KS) (WIRE REINFORCING) in.-Ift• A 0.20 B 0.14 C 0.37 _ D 0.53 E 0.73 F 1.06 G 1.45 \ #B ears TABLE 13 TOP SLAB WITH CENTERED OPENING STRUCTURE SLAB RE(TFOyAYING 05 Hoop Bar (Peripheral Reinforcement) DEPTH THICKNESS ) SCHEDULE SIZE: W-O' 20.9<4a 9W I B PLAN SIZE: 3'-0' 2_Cf #4 Bars Each Carrier Z" Cl. x0.5' 301 9Vt C -^{ # 5 Hoop Bar 30-40' 9Vf D " SIZE: 6'-0' Slab Thickness xO.S<B 17Vi" B (See Table 13) t �'. &• JB' 11'h" C 16<3a 11W D 3a<37 11W E _- -- _ _ -�� 37-4a 114f" 6 ' ' SIZE: 8'-B' , Round Structure Bottom 1.i #8 Bars @ 5" Spacing 20.5<9' 11Sj" C 2 Way Reinforcement (See Tables 12 & 13) 19<23 11W E 23<33 11Sy E SECTION 00-00 33-4a Tie G TOP SLAB REINFORCEMENT DETAILS ALTERNATE A STRUCTURE BOTTOM - TOP SLAB DETAIL FY 2021-22 INDEX SHEET F_� �v DITCH BOTTOM IINLET TYPE C, D, E, AND H �425-052 STANDARD PLANS 14 of 14 Sodded Area (See TABLE 8) BB y' a v + Bottom Inlet /Diitcchh { [ / JAA (T1 (T�) :y Grate ;V{ Preformed` • s• • -� ' Joint Filler Concrete", Apron =y- ✓ BB 7 TABLE 8 CONCRETE APRON AND SOD QUANTITIES SOD AND PAVEMENT Inlet Type Sod Sy Cam. Cy 8 0.30 PE 9 0.31 1I 0.4.5 NOTES: 1. Concrete Apron to be Installed only where called for in the Plans. 2. Sod always required. Sodded Concrete Ditch Bottom Inlet Concrete Sodded Sodded Concrete Ditch Bottom Inlet Concrete Sodded Area Apron Varies Apron Area Area Aron Varies Aron Area Gr�atee � Grate // j Toe Wall (Typ.) T Inlet Wall Inlet Wall SECTION AA -AA SECTION BB -BB R TRAVERSABLE INLET WITHOUT SLOT DETAILS LAST REVISION 2D DESCRIPTION: FY 2021-22 INDEX SHEET p FD� DITCH BOTTOM INLET TYPE C, D, E, AND H 11101120 STANDARD PLANS 425-052 9 of 14 New Concrete Apron I NN [MM Existing Inlet New Concrete Apron , rZN IMM Existing Inlet N'NM'MNM AN�41Yfir1►�AVA i i,� i►i►i i►i►i►i►�► ►i II a f PLAN BrePLAN ak Angle Net Concrete Concrete to Exceed 3'(1:20) Concrete Concrete Apron Varies Apron Apron Varies Apron fxisUng Cest Iron Grate (See Note 1) Existing Cast Iron Grate (See Note 1) Existing Ditch Bottom Existing Inlet Existi Inlet to be Removed Existing Slot n9 yN c n9 ui m w Removed Portion N N e to De Removed -� Grate I �� '• --- --._ _�_ H ' (See Note 2) Existing Ditch Bottom Bottom oI / Grate > a Transition Oltch -,h/ "r-�� 'I ITT I 'rTn-•r r �'I; ��- Now 7' Sint See Note 3- Depth DeNow 7� Slot Depth / P / G// See DETAIL "C" See Nate 1 4 �G (See Sheet 11) See Note j ,;/�� C�J � � i Ill` I Existing Inlet Existing Inlet T / SECTION KK-KK SECTION LL-LL WITHOUT SLOT WITH SLOT Concrete Concrete Concrete Concrete Apron Varies Apron Apron Varies Apron NOTES: 1. Existing cast Iron grate to be replaced with steel grate. Existing steel reticullne grate to be replaced when Exlstin Inset ' r ----- --� Existing Inlet 'T called for In the Plans or as directed by the Engineer. 9 [o be Removed � n to De Removed -�I j m u �.'� Verles I l l Grate > h y Sio a Varies S/o a Var/es I Grate � h y Varies 2. Remove this portion of box and construct new, concrete Sld ditch pavement, seats and slot (s) (slots IF required). I � / 3. These polys can be the same or nearly the some where ditch grades are flat. i) See DETAIL 'B' (Sheet 70) 1 it 7" Slot Depth 4. Remove exist. wall to this line (exposed rebar in pawl. p zone may be either removed or embedded). / • Existing Inlet -�i �'�1 Existing Inlet _ s ✓G _ �� / �.:� i /L��'� S. Single Slot shown, Double Slots symmetrical R about the Inlet centerline. S SECTION MM-MM R SECTION NN-Net CASE 2 ADD TRAVERSABLE SLOTS PARTIAL TO EXISTING INLETS LAST aEvrsloN 2DESCRIPTION: O FY 2021-22 INDEX SHEET FD DITCH BOTTOM INLET TYPE C, D, E, AND H �425-OJ 11101120 STANDARD PLANS 12 of 14 Sodded Area (See TABLE 9) DD Sodded Area (See TABLE 10) U I O I FF I D Y y Y J TABLE 9 + f TABLE 10 V ' CONCRETE APRON " ` CONCRETE APRON r v } Ditch Bottom Inlet AND a y Ditch Bottom Inlet + AND r c SOD QUANTITIES-y -, SOD QUANTITIES y SINGLE SLOT SINGLE SLOT s Inlet Sod Cam. Inlet Sod Conc. 7_p 1'-6' Type Sy Cy 1-0° ` Type Sy Cy LC LC (Typ.) (Typ) + C� C t2 0.77 �L`E RypJ i� ` E� C 16 093 D 19 1.10 E 14 E 78 ].OB _ Grate -+ H - -- a- Grate a H - - ' y4 Preformed Joiid Filler v ; S}' Preto ad Joint Filler ` Concrete Apron �- + y y y Concrete Apron -,- c �DD � aD Sodded Ditch Bottom Inlet Concrete Sodded Sodded Ditch Bottom Inlet Sodded Area 3-0" 4" Varies Apron Area Area 3'-0' 4° Varies 4" 3-0' Area Grate Grate - Toe Wall (Typ.) s�v T,_ > t T Slot t 7" 51ot� All �, DeAth See DETAIL "B' Depth Inlet Wall Inlet Wall J SECTION CC -CC SECTION EE-EE SINGLE SLOT DOUBLE SLOT V-6' (ryo) DO. Grate Sodded Concrete Bottomm Inlet Concrete Concrete Sodded Concrete Bottom Concrete Sodded Side Slope Area Apron Varies Aron Aron Area Aron Inlet Aron Area _ 1, Grate l Grate V� u Toe wait Required (Paved or Unpaved Ditches) I t i to NOTES. \ 7- Slot Depth 1. Concrete Apron to be installed only where called for In the Plans. Inlet Wall f u Inlet Wall ¢ 2. Sod always required. Structure SECTION DD-DO SECTION FF-FF DETAIL "B" TRAVERSABLE INLET WITH SLOT DETAILS LAST 02 DESCRIPTION: FY 2021-22 INDEX SHEET REVISION REVISION � FFFFFFFFF DITCH BOTTOM INLET TYPE C, D, E, AND H n/ STANDARD PLANS 425-052 10 of 14 Bottom of Transition Ditch or Concrete Concrete Bottom of Existing Ditch for 10`-0 Level Apron Varies Apron Existing Inlet Without Slot ` -- ^ -_ - - \\` New T Slat Depth Exlsting Cast Iron - - - - _-- -Grate (sae Note 1) Sao Note 2 1.Z0 See DETAIL (See Sheet 29-0' Ditch Grade for Detention Concept %!j jiia Slope Same as Existing Ditch ✓�, fir; 'i / Type 1 Underdrain to be Constructed Only With Detention Ditch Concept and Only When Called for In the Plans Existing Inlet SECTION GG-GG WITHOUT SLOT Break Angie Not to Exceed 3'(1:10) Concrete Concrete Minimum Slope for Transition Ditch 717-0 Level Apron Varies Apron 0.10' Unless Existing Ditch Is Flatter - .-. New 7" Slot Depth Existing Cast Iron -- - -- r e (See Note 1) Bottom of Transition Ditch or - _ of Exlsting Ditch for - Existing Inlet Without Slot ` _ � '-•-., - - - - - -Bottom --- Ex/stln 14 Slot ' % See DETAIL "B' (Sheet 10) Ditch Grade for Detention Concept 25-0' /// See Nate 3 '. Bottom o/ Existing Ditch See Note 3 l ; Slope Some as Existing Ditch for Existing Inlet with Slat j r r� - - -- Type 1 Underdrain to be Constructed Only withfor Ditch Concept and Only When Celled for !rt the Plans Existing Inlet the Plans SECTION HH-HH WITH SLOT O NOTES: Ditch B t 1:20 1.2 Ditch Bottom,..` J. Existing cos[ Iron grate to be replaced with steel grate. � Exlsting steel reticuline grate to be replaced when called for in the Plans or as directed by the Engineer. Existing or Proposed Structure 2. Remove existing wall to this line (exposed rebar In pavement Traversable or Non -traversable Ditch Black Law Side o/ Inlet on Continuous Ditch) r r ( us R eve sable Showy L zone may be either removed or embedded) WM 3. Install extra apron when existing riot exceeds 12" In depth. DITCH BLOCK FOR INLETS WiTH OR WITHOUT SLOTS 4. Inlet details (With or Without Slots) similar to details on Sheet 11. CASE 3 - ADD TRAVERSABLE SLOTS PARTIAL TO EXISTING INLETS AND DITCH BLOCK LAST DESCRIPTION: FY 2021-22 INDEX SHEET REVISION a Ft" DITCH BOTTOM INLET TYPE C, D, E, AND H 11101120 � STANDARD PLANS 425-052 13 of 14 oc � - Sta./Offset location & Sta./Offset location Z-T Via. Manhole Cover Z-P Die. Manhole Cover tip �/ \� ♦p \\ �/r �\� _� i) (�¢ C \` �-�i� 6. 4 t �\\ J (Typ.) y to i�i Jj i to 5" B Concrete / 5' B Concrete J �� _ Support Post / l Support Post _ I � TABLE I INLET Curb 6 1 Gutter Gutter Curb 6 Curb 6 Gutter Gutter Curb 6 Gutter Trans. T 3-0" Trans. l Gutter DIMENSIONS Gutter Trans, T T Trans. Gutter -r -t- Type R T Type PLAN - 7 la-0" 19-0' PLAN t 2 Ia-o" la-D" a t tz Gutter Line to 4 b to 3 6'-0" 6A' Gutter Lineb m 4 6 ta 4 6-0 6 0 Curb 6 Gutter Gutter Curb 6 Curb 6 Gutter Gutter Curb 6 III Gutter Trans. T -+� 3-0' Trans. Gutter Gutter Trans. T T Trans. Gutter .}L. ELEVATION ELEVATION TYPE 1 AND 3 TYPE 1 AND 4 --- - TOP DIMENSIONAL DETAILS - - #6 Bars (Typ.) #6 Bars (Typ.) #6 Bars #6 Bars #6 Bars To #6 Bars Top, #7 Bars Bottom _ - Back of Curb #6 Bars (See Sheet 3 (S Bars Bottom Back of Curb #6 Bars l ty6 ears (See Street 3 � l for Spacing) for Spacing) Front of Curb #6 Bars ® 9" 5' B Concrete front of Curb #6 Bars ®9" 5" B Concrete Support Post Support Post 9'(Typ.) PLAN PLAN NOTE: TYPE I AND 3 For transverse section reinforcement, see Sheet 3. TYPE 1 AND 4 TOP REINFORCING DETAILS TOP DIMENSIONAL AND TOP REINFORCING DETAILS LAST 02 DESCRIPTION: FY 2021-22 INDEX SHEET REVISION F CURB INLET TOP TYPES 1, 2, 3, AND 4 11101120 n STANDARD PLANS 425-020 2 of 3 N `W r a a, U 0) 0� -a 4// m Q■ Z 0� Ate+ (L U) V) "> LLI Z U i SEAL i No. 52896 ' =-o•• S T OF '•• S�ONAL• ''/Jl/llllllllllW " z U CQ O �WM F WE A � O F � w w a a u a W Uj SZ N O rn �I CL 1 O W �I 0. W T z O E- C; z j 4 'I, P'.t U W F fkxa o O v U] U o r4 r4 Cat C\2 I r4 r.t � I N C�2 tT1 eo O •'•t I M �t CD E E A E- E- E- zI DRAWN BY TLF CHECKED BY RCL DATE 06/29/2020 SHEET TITLE GRADING & DRAINAGE CONSTRUCTION DETAILS 8HEET NUMBER �C-9.2 HW JOB No. 2020-#7 7-0' Manhole Cover (Typ.) Optional Construction Joint 1' 6" 11-W (See General Note 5) n S. °p 5" B Concrete Support Post ° ' Theoretical Gutter Elev. 21-0" for 3-6" Dia, P-9° for r-T Dia. INLET SECTION WITH TYPE F CURB AND GUTTER #6 Bars #6 Bars i r o ® 9" Ctrs. L 4 #4 Bars `o @ 8" Ctrs. Both Ways E 1 2-0' Manhole Cover (Typ.) #� Optional Construction Joint (See General Note 5) D° o S' B Concrete Support Post —y a a a Theoretical Gutter Elev. :a 3'-6" or 4'-0" 1'-6' for 3-6" Dia. 1'-3' for V-.O' Dia, INLET SECTION WITH TYPE E CURB AND GUTTER TRANSVERSE DIMENSIONAL DETAILS #6 Bars Unless Otherwise Shown 6" 6" 9' 9" Theoretical Gutter Elev. #6 Bars (q 9" Ctrs. #7 Bars 3'-6' DIA. STRUCTURE BOTTOM 06 Bars Unless Otherwise Shown #4 Bars @ 8" Ctrs. (Typ.) Theoretical Gutter Elev. #7 Bars f 4'-0' DIA, STRUCTURE BOTTOM INLET SECTION WITH TYPE F CURB AND GUTTER TRANSVERSE REINFORCING DETAILS #6 Bars Unless Otherwise Shown #6 Bars w 6" 77� IOW 3'-6' DIA. STRUCTURE BOTTOM ^#6 8ars Unless 4'-0' DIA. STRUCTURE BOTTOM INLET SECTION WITH TYPE E CURB AND GUTTER #4 Bars ® 8" Ctrs. (Typ.) TRANSVERSE DIMENSIONAL AND REINFORCING DETAILS LA57T X DESCRIPTION: Fir 2021-22 INDEX SHEET REVISION FD� CURB ]INLET TOP TYPES 1, 2, 3, AND 4 11101120 STANDARD PLANS 425-020 3 Of 3 BUTYL RUBBER SEALANT GROUT - MANHOLE COVER OR GRATE & FRAME (STANDARD IN NON -TRAFFIC AREAS) (HEAVY DUTY IN TRAFFIC AREA 8" 24„ BRICK COURSES FOR ADJUSTMENT TO GRADE----\ HALLEMITE 1 6 "POR—ROK" FAST J SETTING GROUT OR EQUAL 15"+/- c JI7„ LTANDARD 3„ o MANHOLE ' STEP GROUT OR MASTIC TYPE JOINT WALL OF BLDG FLOOR SLAB 45- BEND (SCH 40 PVC OR CORR. POLY PIPE (CPP)) OPTIONAL CONE WITH CAST IN PLACE COVER lul��•]•Z•l�ll»��•mr -AVY DUTY MANHOLE COVER 2 GRATE AND FRAME NOTE: ALL STANDARD MANHOLE SECTIONS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM C478. NOTE: TOP SLAB OF ALL MANHOLES TO BE CAST IN PLACE. TOP/GRATE FRAMES SHALL BE FORMED IN THE TOP SLABS AND ELEVATIONS VERIFIED PRIOR TO THE PLACEMENT OF CONCRETE. )ACTED EARTH OR CRUSHED STONE PIPE OPENINGS SHALL PROVIDE CLEARANCE FOR PIPE PROJECTING A MINIMUM OF 2" INSIDE THE MANHOLE. THE HEIGHT OF THE TRANSITION FROM THE PIPE OPENING TO THE INVERT TROUGH IS EQUAL TO 1 /2 OF THE OPENING I.D. MINUS THE PIPE I.D., PLUS OR MINUS A 1/4". WHEN THE FALL BETWEEN THE INLET AND THE OUTLET HOLES IS GREATER THAN 4", THE INLET END OF THE TROUGH IS BELOW THE INLET PIPE AND ALIGNED HORIZONTALLY WITHIN 1". INVERT TROUGHS SHALL BE FORMED AND FINISHED TO PROVIDE A CONSISTENT SLOPE FROM THE PIPE OUTLET TO THE INLETS TO THE ELEVATIONS SHOWN ON THE PLANS. THE MINIMUM OUTSIDE BENDING RADIUS FROM INFLUENT TO EFFLUENT IS 1.5 TIMES THE PIPE I.D. A 1/2" RADIUS IS TO BE PROVIDED AT THE INTERSECTION OF 2 OR MORE CHANNELS. THE MINIMUM CONCRETE THICKNESS FROM THE BOTTOM OF THE TROUGH TO THE BOTTOM OF THE BASE SHALL BE 7". INVERT BENCHES SHALL HAVE A FLOAT FINISH WITH A UNIFORM 2-1/2" SLOPE, PLUS OR MINUS 1", FROM THE HIGH POINT AT THE MANHOLE WALL TO THE LOW POINT AT THE INVERT TROUGH. A 1/4" RADIUS SHALL BE PROVIDED AT THE EDGE OF THE BENCH AND TROUGH. DEPRESSIONS, HIGH SPOTS, VOIDS, CHIPS, OR FRACTURES OVER 1/4" IN DIAMETER OR DEPTH ARE TO BE FILLED WITH A SAND CEMENT PASTE AND FINISHED TO A TEXTURE REASONABLY CONSISTENT WITH THAT OF THE FORMED SURFACE. JUNCTION BOX DETAIL (NOT TO SCALE) I016P, EMloin I DOWNSPOUT ADAPTER i 12" MAXIMUM DRAIN LINE TO STUB -OUT (BY SITE CONTRACTOR) DRAIN SHALL EITHER TIE TO DRAINAGE STRUCTURE OR DRAINAGE PIPE (SEE PLAN FOR DIRECTION) OVERALL VIEW DRAINAGE STRUCTURE DRAINAGE STRUCTURE DRAINAGE COLLECTOR LINE DOWNSPOUT COLLECTOR ADAPTER DETAIL (NOT TO SCALE) UNDISTURBED EARTH (TYP) WHERE SHORING IS NOT EXTENDED TO SURFACE, SLOPE EXCAVATION AWAY 1 FROM TOP OF SHORING PER OSHA REQUIREMENTS PRIOR TO COMPLETION OF FINAL BACKALL, REMOVE SHEETING ABOVE 12' OF TOP OF PIPE; REMAINDER OF SHEETING TO BE LEFT IN PLACE PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN PIPE SPRING LINE OR CENTERLINE OF VERTICAL CONDUIT SPAN SHEETING OR TRENCH BOX FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTOM OF EXCAVATION FOR LATERAL SUPPORT AS REQUIRED BY THE CONTRACTOR'S REGISTERED ENGINEER TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) TOP SECTION OF ADAPTER DOWNSPOUT INTO ADAPTER BOTTOM SECTION OF ADAPTER WIRE SCREEN BETWEEN DOWNSPOUT AND ADAPTER SECTION TO PROVIDE OVERFLOW CAPABILITY AND PREVENT RODENTS FROM GETTING INTO PIPES PLAN VIEW 'OUT INTO ADAPTER SCREEN BETWEEN DOWNSPOUT AND fER SECTION TO PROVIDE OVERFLOW 31LITY AND PREVENT RODENTS GETTING INTO PIPES SECTION OF ADAPTER SECTION OF ADAPTER PROFILE VIEW a o z MIN SIDE SLOPE 0 PER OSHA FOR SHORED FOR OPEN REQUIREMENTS GROUND TRENCHES TRENCHES (TYP) SL RFACE (D O z WARNING TAPE —n l w A A 7OV) O I� OPEN TRENCH MAXIMUM VERTICAL WALL HEIGHT 5 / / - m PER OSHA REOUIREMENTS I- 1 PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN NOMINAL PIPE DIAMETER MINIMUM SIDLlNALL CLEARANCE ADDITIONAL EXCAVATION DEPTH (1) OR HORIZONTAL CONDUIT SPAN (INCHES) A (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 5 (1) REQUIRED WHERE UNSUITABLE MATERIAL LS ENCOUNTERED. TRENCH ZONE NOTES: FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. 02 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3. 0 HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. ® BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3. Q5 NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. ADDITIONAL NOTES: 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL Itt� CITY OF ZEPHYRHILLS DECEMBERZ015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 30825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=3 PHONE (813)780-0029 FAX (813)780-0813 ®I I H SEAL `\��IIIIIIIIIII/l//,/ _z- * ' No. 52896 -O'• S fTOF �'���'��'•:`4 0 R 10 P •�����` %,, ONA L ��)1111111t1111�� z U "' o a W M a � � WA; Cn O Ems"", .'CI m O U H A !— W U 0 O Uj �f 0 N z O E a a U (n W A WW Ed i A A O I I z v !g a. ca � E I --I V A LV rn PQ A U O Ey cc Z .�i CM 1-1 A L� A Cb ci Cq 0 >. F �0c, E E E H C z DRAWN BY TLF CHECKED BY RCL DATE 08/29/2020 SHEET TITLE GRADING & DRAINAGE CONSTRUCTION DETAILS SHEET NUMBER C-9.3 HW SOB NO W20- ___ ___ _ '1 1__ _ 111 _ _ _ i _ 1 I __I __L 1_ I I ' -- I- . I I- - - I I II RECOMMENDED MINIMUM TRENCH WIDTHS FINAL BACKFILL MIN. COVER TO MIN, COVER TO RIGID PAVEMENT, R�� /\ �� IH \� \ FLEXIBLE PAVEMENT, INITIAL SPRINGLINE - BACKFILL HAUNCH BEDDING 4' FOR 12'-24' PIPE 6' FOR 30'-60' PIPE SUITABLE MIN. TRENCH WIDTH F❑UNDATI❑N (SEE TABLE) NOTES: WIDTHPIPE MIN. TRENCH 4' 21" (100mm) (533mm) 6' 2 3' (150mm) (584mm) 8" 26" 200mm) (660mm) 10" 28' (250mm) (711mm) 12" 30" (300mm) (762mm) 15" 34" (375mm) (864mm) 18" 39" (450mm) (991mm) 24' 48" (600mm) (1219mm) 30' 56" (750mm) (1422mm) 36" 64" (900mm) (1626mm) 42' 72' (1050mm) (1829mm) 48" 80" (1200mm) (2032mm) 60" 96" (1500mm) (2438mm) 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. ©2020 ADS, INC. ADVANCED DRAINAGE SYSTEMS, INC. ('ADS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS (PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. NEENAH TYPE R-3339-A INLET FRAME AND GRATE BRICK COURSES FOR ADJUSTMENT TO GRADE (4 COURSES MAX.) FINISHED GRADE AS REQUIRED 1/2" CEMENT PLASTER a PRECAST TOP SECTION MANHOLE STEPS NOTE FOR JUNCTION BOX: • USE STANDARD MANHOLE FRAME AND COVER IN NON -TRAFFIC AREAS AS ALTERNATE TO FRAME AND GRATE. 5" WIDTH VARIES 5" STANDARD PRECAST 4'-0" MIN. USE HEAVY DUTY MANHOLE FRAME TRAFFICAND COVER IN AREA AS SECTION AS REQUIRED ALTERNATE TO RAMEANDGRATE. f NOTE: CIRCULAR STRUCTURES MAY BE SUBSTITUTED WITH ENGINEER'S APPROVAL PRECAST DROP INLET & JUNCT/ON BOX DETAIL (NOT TO SCALE) NEENAH FOUNDRY GRATE - R-4353 - BEEHIVE GRATE DOME INLET GRATE & FRAME DETAIL NEENAH FOUNDARY (NOT TO SCALE) 6 REV. MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS" LIVE LOADING CFINDITTnN PIPE DIAM, H-25 CONSTRUCTION (7 T AXLE LAOD))K 12" - 48" 12" 48" (300mm - (305mm) (1219mm) VEHI MIN EXCE S OF T AY�EQUIR��ffl%mm)NAL CO MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS ER CLASS I CLASS II CLASS PIPE DIAM, COMPACTED DUMPED 95% 90% 957 4" 37 18 25 18 18 (100mm) (11,3m) (5.5m) (7,6m) (5.5m) (5,5m) 6' 44 20 29 20 21 (150mm) (13.4m) (6,1m) (8,8m) (6,1m) (6,4m) 8" 32 15 22 15 16 (200mm) (9,8m) (4,6m) (6,7m) (4,6m) (4,9m) 10' 38 18 26 18 18 (250mm) (1L6m) (5.5m) (7,9m) (5,5m) (5,5m) 12' 35 17 24 17 17 (300mm) (10,7m) (52m) (7,3m) (5,2m) (5,2m) 15" 38 17 25 17 18 (375mm) (11,6m) (5,2m) (7,6m) (5,2m) (5,5m) 18' 36 17 24 17 17 (450mm) (11.0m) (5,2m) (7,3m) (5,2m) (5.2m) 24" 28 13 20 13 14 (600mm) (8,5m) (4,0m) (6,1m) (4,0m) (43m) 30" 28 13 20 13 14 (750mm) (8,5m) (4.0m) (61m) (4,0m) (4,3m) 36' 26 12 18 13 13 (900mm) (7,9m) (3,7m) (5,5m) (4.0m) (4,0m) 42' 23 11 16 11 11 (1050mm) (7,0m) (3,4m) (4,9m) (3,4m) (3.4m) 48" 25 11 17 11 12 (1200mm) (7,6m) (3,4m) (5,2m) (3,4m) (3.7m) 60" 25 11 17 11 12 (1500mm) (7,6m) (3,4m) (5,2m) (3,4m) (3,7m) FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF INITIAL BACKFILL JAB 04/02/20 DESCRIPTION BY MM/DD/YY CHK'D °"""" •" T JR TRENCH INSTALLATION 4640 TRUEMAN BLVD 12/29/16 DETAIL (N-12 PER AASHTO) HILLIARD, OHIO 43026 ADVANCED DRAINAGE SYSTEMS, INC. NTS DRAWING NUMBER; STD-101 1 OF 1 Cann DRAIN BASIN STRUCTURESRE H-10 GRATE OPTIONS 12' PEDESTRIAN 15, PEDESTRIAN 18, PEDESTRIAN 24" PEDESTRIAN AL TERNA TE MA TER/AL S NOTE PLANS CURRENTLY SPECIFY A.D.S. MATERIALS FOR THE SUPPLEMENTARY LANDSCAPE DRAINAGE SYSTEM. HOWEVER, CONTRACTOR MAY REQUEST/UTILIZE ALTERNATE PIPE AND/OR STRUCTURE MATERIALS/MANUFACTURERS. ASPHALT INSTALLATION INLINE DRAIN ASPHALT ABOVE :SLAB 1 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.14.10 PHN (770) 932.2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR j \ylo last4 FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www.nyloplast-us.a REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.14.16 DRAIN BASIN & INLINE DRAIN (H-10 TRAFFIC LOAD) ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ASPHALT INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. CM13NYLOPLAST DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001.110.392 REV D (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN WITH SOLID COVER 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR PLANS/TAKE OFF) (MIN. MANUFACTURING (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE REQ. SAME AS MIN. SUMP) ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, VARIABLE 0' - 360' TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. I I ACCORDING TO SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS 4" MIN ON 8"- 24" ACCORDING TO PLANS AVAILABLE: 4" - 36" FOR CORRUGATED HOPE T MIN ON 30" & 36' (6" MIN. ON 8" - 24', 10' MIN. ON 30" (ADS N-12/HANCOR DUAL WALL, ADSMANCOR & 12" MIN. ON 36" SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACTURING REQ.) PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 8'-36- PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8' - 30' SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12' - 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05. 8' & 10' SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO, 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS, SEE DRAWING NO.7001-110-065, THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12IHANCOR DUAL WALL), N-12 HP, & PVC SEWER (4- - 36'). OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 09.14.07 PHN (770) 932.2443 Nylo last" FAX (770) 932.2490 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360". TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME www.nyloplast-us.com MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 12'- 30' SOLID COVERS SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06.12.18 DRAIN BASIN WITH SOLID COVER 7 - 8' & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.298 REV E NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE 3) VARIABLE INVERT HEIGHTS MANUFACTURER ( RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PL.ANSITAKE OFF) REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (5) ADAPTER ANGLES VARIABLE 0` - 360' ACCORDING TO PLANS 4" MIN ON 8"- 24" 6" MIN ON 30" & 36" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24', 10' MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, F - 36" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8'- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8' & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 RESTRICTIONS. SEE DRAWING NO, 7001-110-065, 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03.25.10 Ny o aSt` PHN (770) 932.2443 FAX (770) 932.2490 ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www nyloplast-us.c N-12 HP, & PVC SEWER (4- - 36'). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06.12.18 DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 6 - 8' - 30' DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PFRMI.SSUMI rPOM NVI OPI AST - s DWG SIZE A I SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.397 REV E 4" MIN C 6" MIN DRAIN BASIN NON TRAFFIC INSTALLATION 2USHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 11killigal7awl ---.-..__.... - -- ----- -- ---._..__.._...ER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY CJA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 9.30.99 PHN (770) 932.2443 Nylo last' FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast•us.com REVISED BY NMH PROJECT NO.INAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 03"11.16 TITLE DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PPRU1.14SICIN PPOM NVI nP1 AST ,,,,,,,, „„„o, _ I DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001.110.111 REV E N W Q � U O° (n m co a Z O L a in C9 ' w 2 Z C) SEAL `��t11111111111//// * ' No. 52896 ' � -O '• S T OF �Q7 /j111111111t� o O H w CQ W M In W rn w w o N r0. IR d 0 u H m 1- 04 pau O_ W C C, W d z O E+ 04 a U En W A A ova O z U CLI o G a O A A :a a•; C \ \ \ \ C CID C\z A r CQ C\2 go E & E_ E O CD z MEMO DRAWN BY TLF CHECKED BY RCL DATE 06/29/2020 SHEET TITLE GRADING & DRAINAGE CONSTRUCTION DETAILS SHEET NUMBER C-9.4 f>W JOB No. 2020-A 1 1 I I I I I I -__ - I I'_ I I I_ I 2-1 1/2" SO. WOOD POST, B' O.C. (MAX.) LL FILTER FABRIC, SILT FENCE BACKFILL -SWALE SEDIMENT EXISTING LADE ON GROUND RUUN- NOFF - FILTERED RUN-OFF MIRAFI S LT FENCE OR EQUAL, SEDIMEN-ATION CONTROL F.D.O.T. INDEX 0102. FILTER FABRIC IN ACCORDANCE WITH NOTES: SECTION 9e5 OF THE F.D.O.T. STANDARD SPECIFICATIONS 1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTTUZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS ON -SITE WHERE UNSTABIUZED GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD OR COMPACTED AS DET ERMINED BY CONTRACTOR. 2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR ROAD CONSTRUCTION IS STARTED. o.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS PROVIDED IN DETAILS. b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE BEFORE SOD & SEEDING & MULCHING IS FINISHED EROSION CONTROL STRUCTURE NOT TO SCALE THE FOLLOWING UST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILRY DEPARTMENT 388M8 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 - PHONE (813)780-002Y FAX (813)7804613 1 , DfRNEWAY PROPERTY LINE i� Sr�''"` 2 ° °MAXIMUM1-4-FT. SPACING BETWEEN STAKES EXTEND ENDS OF FIBER LOGS FAA---, ENOUGH TO PREVENT RUNOFF FROM FLOWING AROUND THE ENDS OF THE BARRIER. TIGHTLY ABUT ` e FIBER LOG ENDS / TO PREVENT GAPS j`// FIBER LOGS MUST HAVE A MINIMUM DIAMETER OF 12-IN. _ WHEN BARRIER IS _3 INSTALLED BEHIND A SIDEWALK OR CURB, _ FIBER LOG DOES NOT INSTALL 8-IN. LONG METAL HAVE TO BE PLACED STAPLES FOR ADDITIONAL WITHIN A TRENCH REINFORCEMENT 1-IN. X 2-IN. SIDEWALK OR BACKFILL AND WOODEN STAKE CURB COMPACT SOIL BACKFILL AND COMPACT SOIL FLOW FLOW 12 IN. 1 MINI PLA`#L FIBER LOG ������ FIBER • BARRIER • INDIVIDUAL LOTS END POINTS "A" MUST BE AT LEAST 8-IN. HIGHER THAN FLOW -LINE POINT "B." GREATER DEPTHS MAY BE REQUIRED TO ACCOMMODATE DESIGN FLOWS FRONT VIEW USE SUFFICIENT NUMBER OF UNITS TO SPAN THE CHANNFI B SIDE VIEW PLACE DOWNSTREAM BARRIER SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF THE UPSTREAM BARRIER PLAN VIEW F� GEOSYNTHETIC CHECK STRUCTURE FOR SMALL DRAINAGE CHANNELS II o3 CURB ROCK OR OTHER POROUS MATERIAL ROCK OR OTHE POROUS MATERI. MANHOLE COVER BARRIERS MUST CREATE AND MAINTAIN A GAP HAVING A A WIDTH AT LEAST EQUAL TO THE CURB THROAT OPENING A RIGID BARRIER TO PREVENT MOVEMENT OF ROCK OR OTHER POROUS MATERIAL PLAN VIEW "^ RIGID ,"' BARRIER TO PREVENT "�"T OF ROCK OR OTHER 20US MATERIAL PAVEMENT SEEPAGE SECTION A -A 1. RIGID BARRIER MUST HAVE OPENINGS TO ALLOW FOR PERCOLATION OF RUNOFF 2. PLACE BARRIERS IN FRONT OF INLETS ONLY WHERE SUMP CONDITIONS EXIST. 3. THE GAP WIDTH MUST BE AT LEAST EQUAL TO THE CURB THROAT OPENING, 4. THESE STRUCTURES MAY CAUSE ASPHALT DAMAGE DUE TO WATER SEEPAGE INTO JOINTS. fi- =cam CURB INLET SUMP BARRIER m,aideW Fiber Log Barriers for Individual Lots WHAT IS ITS PURPOSE? Temporary sediment containment structures while construction activities occur. WHERE AND HOW IS IT COMMONLY USED? ■ As a temporary barrier to contain sediment ■ As diversion structures. on vertical construction lots. ■ As a barrier in front of an area drain. WHEN SHOULD IT BE INSTALLED? ■ Before construction activities begin. IN While construction activities are occurring. WHEN SHOULD IT NOT BE INSTALLED? IN Where concentrated flows are expected such as in drainage ditches, around inlets, and above/below where culverts discharge. ■ After construction activities are completed. WHAT NEEDS TO BE INSPECTED? ■ Is the material staked properly? Is the fiber log placed within a depression? ■ Does water flow under the fiber log? Is the fiber log "pinned" on the upstream side? • Has traffic "flattened" the structure? Will water flow around the fiber log? W HAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Repair and replacement of the wattle. Removal of sediment. ■ Removal of fiber log materials. NOTES ■ Fiber logs are not to be used where concentrated flows of water are anticipated (e.g. in drainage ditches, around inlets, or above/below where culverts discharge) unless properly installed. IN Fiber logs can create a very small Type-2 sediment containment system to allow for deposition of suspended particles on vertical/big box construction sites. ■ Fiber logs do not filter small (e.g. clay) suspended particles in runoff waters. Geosynthetic Barrier Check Structure WHAT IS ITS PURPOSE? Temporary containment structures to capture sediment and reduce runoff velocities in drainage channels while grading or construction activities occur. WHERE AND HOW IS IT COMMONLY USED? ■ Within roadside drainage ditches. As small sediment traps. WHEN SHOULD IT BE INSTALLED? ■ While grading or construction activities are occurring. WHEN SHOULD IT NOT BE INSTALLED? Is After grading or construction activities are completed. WHAT NEEDS TO BE INSPECTED? ■ Is the structure properly installed? Is there a depression for runoff to flow over? ■ Does runoff flow over the structure? Does runoff flow around the structure? ■ Is channel erosion occurring between Is the spacing correct? structures? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? • Repair and replacement of the barrier. ■ Removal of sediment. ■ Repair of eroded channel. ■ Removal of the barrier. Curb Inlet Diversion Berm WHAT IS ITS PURPOSE? Temporary barriers to force runoff into a curb inlet when a downstream sediment containment system exists. WHERE AND HOW IS IT COMMONLY USED? ■ Immediately below an inlet opening. LJsed to force runoff into an inlet that drains into a sediment containment system. WHEN SHOULD IT BE INSTALLED? ■ While construction activities are occurring. ■ At any curb inlet. WHEN SHOULD IT NOI BE INSTALLED? ■ After construction activities are completed. ■ Where diverted runoff will not enter a sediment containment system. WHAT NEEDS TO BE INSPECTED? ■ Have the diversion bags been destroyed? ■ Is water being diverted into the inlet? ■ Should signage be installed? ■ Should the bags be replaced? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Repair and replacement of bags. Removal of the diversion bags as full build out conditions develop. NOTES ■ Warning signs should be used to alert drivers of the structures. R NOTES: 4'-0' Min. Spacing o 1. Critical Root Zone: Extends In all directions _ / � Post from trunk of tree to a distance equal to one foot per inch of trunk diameter at breast height. 0 Tree 2. Staging, storage, dumping, washing and operation of See Note I Q Protection Barrier equipment is not permitted within the limits of the tree X" X, O (See Note 4) protection barrier, including during barrier installation. 3. Install all tree protection prior to commencement of Post (7 x 4" Nominal 0 r-O" O.C. TypJ Critical Root construction and remove when directed by the Engineer. Zone Maintain protection at all times. 0 4. For closely spaced groups of trees, place the tree Tree Protection Barrier Tree Trunk protection barrier around the entire group. Provide access for Tree Trunk mowing, litter removal 5. Inspect trunk protection and tree quarterly to prevent and other maintenance girdling. Adjust bands to allow tree growth as needed as required. 6. See plans for any additional requirements or modifications within the tree protection area. PLAN 7. Place weather resistant sign every 5a along the barrier, I Canopy PROTECTION BARRIER FOR TREE GROUPINGS with 6" minimum text height and provide text in English and Protect any portion of Spanish. Sign should read " Keep Out Tree Protection Area". canopy that extends beyond barrier, unless 8. Alternate tree protection systems approved by the Engineer may be used in lieu of the tree protection barrier detailed Critical Root Zone pruning is required. Pruning must be on this Index as long as the critical root zone is protected. PLAN supervised by a Certified Arborist. U 9. The Critical Root Zone may be reduced, in the field, by a certified Arborist or Landscape Architect. Between TheBoardsAndCritical Place BurlapAfA_7AR Root Zone (See Plans For Barrier All nment) The Trunk InA Bands (3 Minimum) 6 Minimum Heigh[ Or To Lowest Branch V� 7 x 4^ Boards To Protect any portion of canopy Farm Continuous �T' fJl/a- , that extends beyond barrier, Protective Barrier c Barrier G_T•.•f",J✓ it, unless pruning is required. (Do Not Fasten C,•� ( S •- - C•a t a Pruning must be supervised by a a Boards Into Tree) vv �`t7 Certified Arborist. r orange Construction Barrier ELEVATION Weather Resistant Sign (See Note 7) ®. Secure Barrier To Posts To Hold Barrier Taut 4' Minimum Barrier Height Root Pruning Trench, As r X 4" Nominal Boards KEEP Wr Required Per Construction Tree Root Pruning Trench, As TREE PROTEcrloN Documents Required Per Construction AREA Existing Grade Within Documents The Tree e Protection Barrier The T Burlap Bands 4' Minimum Depth I I I Underground Utility SECTION A -A Install At Depth Sufficient To Maintain Taut Barrier Na Open Trenching Untler The NOTES: CrAC., Rodt ZorTe Of The Tree Trenching May Occur 1. Trunk protection may be used when Tree Protection Barrier can not be Outside Of The Critical reasonably erected, when approved by Engineer. ELEVATION Root Zone, See Note 1 2. See Selective Clearing and Grubbing Plan for location of trunk protection, when applicable. 3. Adjust bands to allow tree growth (inspect quarterly to prevent girdling). TREE PROTECTION BARRIER TRUNK PROTECTION LAST C DESCRIPTION: FY 2021-22 INDEX SHEET REVISION �, Fp TREE PROTE CT%ON AND PRESERVATION 11/01/18 a STANDARD PLANS 110-100 1 Of 1 EXISTING PAVEMENT 7777/7 6-IN. MINIMUM FILTER CLOTH I SIDE VIEW 2- TO 4-IN. ROCK EXISTING GROUND 50-FT. MINIMUM .�i �•�• ••••••• •••••••••••••••• MINIMUM ..... .............. ...•...........I..........•.. '......... MINIMUM EXISTING 4 �••••••••• • • • ••41•••••••••••••0•••••••••••• PA MINIMUM PLAN 12-FT. MINIMUM MINIMUM MINIMUM FILTER CLOTH SECTION A -A TRACKINGMINIMUM SOIL PREVENTION Cellular Confinement System WHAT IS iTS PURPOSE? To protect hillsides or drainage channels against erosion due to flowing water or to be used as a temporary stream crossing. WHERE AND HOW IS IT COMMONLY USED? ■ In areas where concentrated flows occur and where greater erosion protection is needed that exceeds what a Rolled Erosion Control Product (RECP) provides. ■ Provides a temporary stream crossing system that is able to withstand heavy loads and traffic. WHEN SHOULD IT BE INSTALLED? ■ While construction activities are occurring. ■ After construction activities are finished. WHEN SHOULD IT NOT BE INSTALLED? Over irnpervious surfaces. WHAT NEEDS TO BE INSPECTED? ■ Does the system display any damage? ■ Has the system been installed as required by the manufacturer? ■ Is the system held in place by staples or ■ Is a geotextile blanket used? pins? ■ Have all the cells been filled with rock, ■ If the cells are filled with soil, has soils or cement? seeding and mulching been completed? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? Repair and replacement of cell material. Evaluation of material in cells. ■ Slippage down a slope. NOTES ■ Possibly can be used as a temporary soil tracking prevention device. Curb Inlet "Sump" Barrier WHAT IS ITS PURPOSE? Temporary barriers to cause waters to pond and drain so that sediment can settle out of runoff waters while construction activities occur. WHERE AND HOW ARE THEY COMMONLY USED? ■ In front of curb inlets. Reduce sediment entering a storm sewer system. WHEN SHOULD IT BE INSTALLED? ■ While construction activities are occurring. ■ Only where "sump" conditions exist. WHEN SHOULD IT NOT BE INSTALLED? ■ After construction activities are completed. ■ Where "sump" conditions do not exist. WHAT NEEDS TO BE INSPECTED? ■ Is at least 1.0-in. diameter rock used? Does water flow through the rock? ■ Has wire mesh been used? Does the rock need "raking?" ■ Can water flow over the rock? Will water be diverted downstream? ■ Should the rock be replaced? Have vehicles destroyed the structure? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Repair and replacement of rock. Removal of sediment. ■ Removal of rock. NOTES ■ Rock barriers are to be installed in "sump" conditions only. ■ Wire mesh should be used instead of more open materials such as chicken wire. ■ Rock barriers in front of inlets provide little filtering effect and capture little sediment from runoff waters. ■ Warning signs should be used to alert drivers of the structures. ■ Rock barriers in front of inlets may cause destruction of the pavement due to excess seepage of water or freezing conditions. ■ If placed on a grade, the structure will divert ninoff downstream and may cause flooding. 0 W F- Q N 0,1010 1- IT N m Q■ Z O� a U) W Z U Q SEAL IAEY I L * ' No. 52896 * '_ -O'• S T OF ''///11111111111WW``\ O loom, PQ CQ E+ � A Wa M rx r VR A 0. En Wi A =) b-4 <0 E_ !- w U ci E�I CL �I J W 4 W 0 N z 0 EE a a w A I W j I I I i , z j g U P� O O CLD av vat ' SI �I a wcn AI I C', CQ W W 0 � C� C011 O O C�l A \ \ \ \ \ Ea-1 E--E ! Eat E- E z DRAWN BY CHECKED BY TLF RCL DATE 06/29/2020 SHEET TITLE S. OF AP.A CONSTRUCTION DETAILS SHEET NUMBER C-10.0 hW •"B No. MM-1f7 i, L'---I� I I t-IN. DIAMETER ROCK PLACED 1-IN. DIAMETER ROCK PLACED AROUND WIRE SCREEN AROUND AND TO THE LOP OF I CONCRETE BLOCKS (:ONCRFTF nI.00Ks PIACFD AROUND THE AREA DRAIN I - MEIAL- I STAKE `� " GRATE {. WIRE SCREEN HAVING 0.5-IN. OPENINGS THAT AIS SLCURLD 10 METAL SIAKLS P1.AN V1FWcs wIRF scRFr_N NA+nNC. 0.5-IN. GPFNw � PI ACED AROUND THE BLOCKS I PLAN VI�gV VIEW !' METAL STAKE RE SCREEN CONCRETE BLOCKS STACKED s ONE (1) OR IWO (2) LAYERS HIGH WIRF SCRFFN TO PREVENT THE MOVEMENT OF ROCK J I O'd'ERI-LOW -. RUNOFF MINIMUM OF -- SEEPAGE 1 I U U 6-IN. I SCCT10 N A - A SLC (ION D E3t THESE BARRIERS SHOULD BE INSTALLED ONLY WHERE "SUMP" CONDITIONS EXIST IN ORDER TO MINIM17F ONFRSION OF RUNOFF WATERS ONTO DOWNSTREAM STRUCTURES. 2. ROCK BARRIERS AROUND CONCRETE BLOCKS CAN BE INSTALLED ON PAVEMENT OR BARE GROUND. 0 zoom.. ROCK BARRIER) FOR AREA DRAINS' le a s a CL' n Z o g W � �� . Z I z 4 a Wy! � z z pW, CD (p F ,s ✓„� C) O U _ O Mtn iyi� ¢d d, yJ. 4F10 N O V, 7Z�72 y. m c� Q LL- 031� 6 lN O � 11=Q�� o >�-+WIN 3 f_f�n_ V l j e W_ C > _ "bi V) I- 0z O U7 .., __.I 631VM C73NW.LNOJ 30 .L33A ')BnJ U V S Of L-- g�w $ C o� N W i< W W (U) jQ }R _2 WW V I-_ WF4•jo OF-I'y: a a z �tr 13o�61 W U - 8 z O of Z O LiJ w U > > a_ o o z z F- w W a Z � W a Rock Barrier for an Area Drain (a.k.a. Dron. Catch Basin, or Ditch Bottom) Inlet WHAT IS ITS PURPOSE? Temporary barriers to cause waters to pond and drain so that sediment can settle out of runoff waters while construction activities occur. WHERE AND HOW IS IT COMMONLY USED? ■ Around median inlets. Around inlets to which runoff water flows. WHEN SHOULD IT BE INSTALLED? ■ While construction activities are occurring. ■ Only where sump conditions exist. WHEN SHOULD IT NOT BE INSTALLED? ■ After construction activities are completed. ■ Where sump conditions do not exist. WHAT NEEDS TO BE INSPECTED? ■ Is at least 1.0-in. diameter rock used? ■ Does water flow through the rock? ■ Has wire mesh been used? ■ Does the rock need "raking?" ■ Can water flow over the rock? Will water be diverted downstream? ■ Should the rock be replaced? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Repair and replacement of rock. Removal of sediment. ■ Removal of rock. NOTES ■ Rock barriers placed around inlets will allow water to drain. ■ Use only wire mesh instead of materials such as chicken wire. ■ Rock barriers are to be installed in "sump" conditions only. Rock barriers in front of inlets on a grade will divert runoff to downstream locations. ■ Rock barriers in front of inlets provide little filtering and capture little sediment from runoff waters for large frequency storm events. Sediment Containment Svstem: Faircloth® Surface Skimmer WHAT IS ITS PURPOSE? To drain a sediment containment system by removing water from the top layer where the least amount of suspended particles exist. WHERE AND HOW IS IT COMMONLY USED (SEE FIGURE IV-4)? ■ In Type-1 sediment containment Where low discharge of pond water is systems desired. ■ At sites with large amounts of fines are suspended in runoff waters. WHEN SHOULD IT BE INSTALLED? ■ Immediately after a Type-1 sediment containment system is constructed. ■ Before construction activities begin. ■ To increase the effectiveness of capturing suspended particles that has been treated with a polymer or alum. ■ While construction activities are occurring. WHEN SHOULD IT NOT BE INSTALLED? ■ In small basins better suited for Type-2 Sediment Containment Systems. WHAT NEEDS TO BE INSPECTED? ■ Overall appearance of the skimmer? Is the trash screen clogged? ■ Are there any cracks or broken pieces? ■ Is the skimmer draining properly? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Removal of trash from orifice. Repair of unit due to vandalism. Notes ■ Unless advised otherwise, resident time of contained waters within an SCS is at least 48 hours. ■ See Table IV-2 for equations to size an SCS as well as examples at the end of this section. NOTE CONTRACTOR MAY UTILIZE EQUIVALENT PRODUCT WITH APPROVAL FROM ENGINEER OF RECORD GREEN HIGH -FLOW FILTER OPTIONS MATERIAL FILTER HAT IS AVAILABLE IN THREE OPTIONS: 1) ALL HIGH -FLOW MATERIAL ©©* 2) ALL HIGH -EFFICIENCY MATERIAL ` x 3) HIGH -FLOW MATERIAL ON TOP HALF OF HAT, HIGH -EFFICIENCY GRAY HIGH -EFFICIENCY MATERIAL ON BOTTOM HALF (THIS FILTER COVER IS RECOMMENDED { MATERIAL FOR ALL ROADWAY PROJECTS.) IT IS THE PURCHASERS RESPONSIBILITY TO PURCHASE APPROPRIATE FILTER HAT. PURCHASER SHALL PROVIDE ROCK FOR FILTER POCKETS. POCKET FILLED WI FILTER HAT INSTALLATION ROCK FOR WEIGHT. FILTER HAT SLIDES DIRECTLY OVER FILTER FRAME. TO KEEP FILTER ROCK PROVIDED BY FRAME IN PLACE OVER STORM STRUCTURE, ROCK POCKETS ARE PURCHASER. SEWN DIRECTLY INTO FILTER HAT MATERIAL. EVERY FILTER HAT COMES IN ONE PIECE FOR EASY INSTALLATION. ISOMETRIC VIEW MAINTENANCE ALL TEMPORARY EROSION, SEDIMENTATION, & POLLUTION CONTROL SHOWN WITH ROADWAY PROJECTS FILTER HAT PRACTICES SHOULD BE INSPECTED DAILY. CONTRACTOR SHALL REMOVE SEDIMENT AND DISPOSE OF IN A PROPER MANNER. INSPECT 5.5" CENTER R-100A DAILY FOR CUTS, ABRASIONS, AND PROPER INSTALLATION. DRAINAGE HOLE REPLACE OR REPOSITION AS NECESSARY. 12 DRAINAGE SPECIFICATIONS SLOTS IN TOP FILTER FABRIC SILT -SAVER HAT SMALL BE BASED ON DESIGN 48 DRAINAGE PROFESSIONAL'S SPECIFICATIONS. SLOTS AROUND PERIMETER e HEAD -3.0' 8.5" SLOT LENGTH 2.5 MY 61.5' DIA. 3.5' SLOT WIDTH 1.5' ®@ WIDE END 1.5" SLOT WIDTH 1.0 ® @ NARROW END 0.5' 0.0' FRAME & FILTER DISCHARGE ANALYSIS PLAN VIEW HEAD( EQUATION OPENING FRAME FILTER FILTERED USED AREA (SF) FLOW (CFS) AREA (SF) FLOW (CFS) 0.5 0 2.1 7 6 2 61.5" DIA. 1.0 0 3.9 19 12 3 51.D" DIA. 1.5 0 7.0 41 18 5 43.0' DIA 3.25" SLOT WIDTH 2.0 0 8.0 54 24 7 WIDE END 2.5 0 9.2 70 30 9 3.0 0 9.2 77 77 8.625" 1'625" DUE TO NARROW SLOT, A TRANSITION WILL OCCUR BETWEEN WEIR 31.5" 19• AND ORIFICE CONDITIONS. ORIFICE FLOW WILL PROVIDE A MORE CONSERVATIVE ESTIMATE OF FLOW, THEREFORE THE LESSER OF THE ORIFICE AND WEIR FLOWS WILL BE USED FOR EACH STAGE 5.5" CALCULATION. 2.0" SLOT WIDTH 2@ NARROW END FILTER MATERIAL ALLOWS 129 gpmlSF OR 0.29cfsISF ORIFICE EQUATION (0) = Q=0.6A(2gh)^0.5 P =FEET PERIMETER ELEVATION VIEW h = HEAD IN FEET Q = CAPACITY IN CIS A = FREE OPEN AREA OF FRAME REPLACEMENT FILTERS: MODEL # R-140 I g = 32.2 FEET-PERSECONDISECOND I" FRAME MATERIAL: LACK 0.25" HMWPE FILTER FABRIC MATERIAL: REFER TOSPEC -_P■"-rl ROUND FRAME & FILTER ASSEMBLY Model # R-100A SCALE: NOT TO SALE LASTUPDATED: A RIL2 1 Se Invent ontro IF uots SILT -SAVER, INC. 1D94 CULPEPPER DRIVE, CONYERS, GA 30094 PHONE: (770) 388-7818 FAX: (770) 388.7640 TOLL FREE:1.888-382SILT (7458) www.sihaver.com INSERT STAPLES THROUGH THE BLANKET IN A 6-IN. x 5-IN. TRENCH WITH EACH PATTERN OF THREE (3) STAPLES BEING ABOUT 20-IN. APART AS AN ALTERNATIVE TO TRENCHING WHEN TOP OF SLOPE IS RELATIVELY FLAT, EXTEND MATERIAL ABOUT 40-IN. ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES THROUGH THE MATERIAL ABOUT 20-IN. APART BLANKET MATERIAL MUST OVERLAP AT LEAST 6-IN. AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 4.0-IN, APART BACKFILL AND COMPACT DIRT IN THE 5-IN. x 5-IN. TRENCH AFTER INSERTING STAPLES THROUGH THE MATERIAL STAPLES MUST BE I INSERTED THROUGH OVERLAP MATERIAL MAXIMUM STAPLE SPACING 1 AT END OF SLOPE, SECURE BLANKET MATERIAL MUST OVERLAP AT BLANKET MATERIAL BY INSERTING LEAST 6-IN. AND STAPLES INSERTED STAPLES ABOUT 20-IN. APART THROUGH BOTH FABRICS AT A MAXIMUM THROUGH THE FABRIC SPACING OF 20-IN. APART INSTALLING A DISTURBED SLOPE RECP 11 METAL POSTS MUST BE DRIVEN AT LEAST 12-IN. INTO THE GROUND BEFORE INSTALLING WARE AND ROCK BARRIER W W '.. .i.' •y m W SUPPORT WIRE HAVING 0.5-IN. OPENINGS W W W W W W MUST BE TIGHTLY SECURED TO ENO POSTS W W W .WaY• NW. JW.r• 4y• WW.t. II .� WW. yWlI W+ .�.Y.• Wy Wy a• BEFORE PLACEMENT OF ROCK BARRIER W PLACE 1.0- TO 3.0-IN. DIAMETER ROCK AROUND THE PERIMETER WIRE SCREEN TO CREATE A BARRIER A MINIMUM GAP EQUAL TO THE PIPE DIAMETER MUST EXIST BETWEEN THE WIRE AND OPENING TOP VIEW MAXIMUM SPACING BETWEEN METAL ROCK BARRIER MUST HAVE A POSTS WILL NO EXCEED 5.0 FT. MINIMUM HEIGHT OF 24-IN. SUPPORT WIRE HAVING 0.5-IN. OPENINGS SECURED TO METAL POSTS W W L W W WAV- W W M1 W W .Y W W W W Y J L 77 w .• a .LH.'.:.;• msci+aHce PHwa- II II II II V V V V FRONT VIEW SIDE VIEW ®z000 ROCK BARRIER OUTLET STRUCTURE FOR CULVERTS Chapter 3: Temporary BMPs for Erosion and Sedimentation Control Chapter 3: Temporary BMPs for Erosion and Sedimentation Control �LQ W DRAIN GRATE - A SECTION A -A 1. DROP INLET SE771MENT BARRIERS ARE TO W 4. THE TOP OF THE MAW (POWING 4eI6HY) USW POR SMALL, NEARLY LEVEL. 3PRAINA6E MUST BE Vd!L.L. BELOW THE 61ROURP ELEVATION AREAS, AX66 THAN III^) DOV0011LOPE TO PREVENT RUNOFF FROM VY- 2. USE 2X4 AWD OR EQUIVALENT METAL STANCES, PASSING THE INLET. A TEMPORARY DIKE MAY ($ FT. MIN LEIA6TtN) BE N5GE55ARY ON THE DOHNSLOPE SIDE OF S. INSTALL 2X4 P4000 TOP FRAME TO INSURE THE STRUCTURE. STABILITY. Figure 3.5a. Silt fence drop inlet sediment barrier Sonroe: Erosion Draw _;IX 4' WCOD FRAME STAKE DROP INLE T 4ME 3' M(N I I I GATHER EXCESS AT CORNERS v Perspective Views Elevation of Stake and Fabric Orientaion Specdic Application This method of inlet protection is applicable where the inlet drains a relatively flat area (slope no greater than 5%) where the inlet sheet or overland flows (not exceeding T c.f.s.) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. Figure 3.5b. Filter fabric drop inlet sediment filter Source: North Carolina Erosion and Sediment Control Manual Rolled Erosion Control Product for a Disturbed Slone WHAT IS ITS PURPOSE? To protect disturbed slope surfaces against erosion due to rainfall or flowing water. WHERE AND HOW IS rr COMMONLY USED? ■ Installed on slopes or embankments. ■ Used as mulch after seeding has occurred. ■ Where steep slopes exist. ■ Where vegetation is difficult to establish. WHEN SHOULD IT BE INSTALLED? ■ While construction activities are occurring. ■ After Grading activities are finished. WHEN SHOULD IT NOT BE INSTALLED? ■ Over very rough ground having On slopes where weeds are established. extensive amounts of rock, rills, or gullies. WHAT NEEDS TO BE INSPECTED? ■ Does the RECP have any tears or other ■ Did planting of seed occur before damage to it? installing the RECP? ■ Is water flowing under the blanket and ■ Is the material secured to the slope with causing erosion? a sufficient number of staples? ■ Was it installed correctly? Was the top of material secured in a trench or by some other method? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Repair and replacement of material. Repair of eroded ground. NOTES ■ RECPs are composed of natural material including straw, straw -coconut, coconut (or coir), wood excelsior, and so forth. They must be held in place with netting sewn on both sides of the material. ■ Material must be placed in an uphill trench or adequately stapled. ■ Additional information on RECPs can be found at www.ectc.org. Sediment Containment System Barrier for Culvert WHAT IS ITS PURPOSE? To reduce inflow velocity so that deposition of suspended particles found in runoff can occur upstream of the barrier. WHERE AND HOW IS IT COMMONLY USED (SEE FIGURE IV-14)? ■ On the upstream side of culverts. As part of a sediment containment system. WHEN SHOULD IT BE INSTALLED? ■ Before construction activities begin. ■ While construction activities are occurring. WHEN SHOULD IT NOT BE INSTALLED? ■ After grading activities are completed. ■ If it appears they will interfere with the discharge of major runoff. WHAT NEEDS TO BE INSPECTED? ■ Does water flow through the rock? Is the rock full of sediment? ■ Is the right sized rock used? Is the barrier placed far enough away from the pipe opening? WHAT MAINTENANCE ACTIVITIES CAN BE EXPECTED? ■ Replacement of rock. Removal of sediment. Notes ■ Installation of a fabric that does not become clogged with clay and silt particles that impact the material's permeability might be adequate for use in place of a rock barrier. TEMPORARY DIKED CONTAINMENT AREA FOR EQUIPMENT FUELING OPERATIONS. DIKED AREA TO BE LINED WITH IMPERVIOUS GEOSYNTHETIC MEMBRANE DESIGNED FOR USE WITH PETROLEUM PRODUCTS. CONTAINMENT AREA TO BE RELOCATED AS REQUIRED FOR CONSTRUCTION SEQUENCING IRE -FUELING STATION DIKE DETAIL (NOT TO SCALE) BUILDING MATERIALS COVERAGE • BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS PRESENT ON THE SITE SHALL BE COVERED (E.G. PLASTIC SHEETING, TEMPORARY ROOFS) TO MINIMIZE EXPOSURES OF THESE PRODUCTS TO PRECIPITATION AND TO STORMWATER, OR A SIMILARLY EFFECTIVE MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS FROM THESE AREAS. • MINIMIZATION OF EXPOSURE IS NOT REQUIRED IN CASES WHERE EXPOSURE TO PRECIPITATION AND TO STORMWATER WILL NOT RESULT IN A DISCHARGE OF POLLUTANTS, OR WHERE EXPOSURE OF A SPECIFIC MATERIAL OR PRODUCT POSES LITTLE RISK TO STORMWATER CONTAMINATION (SUCH AS FINAL PRODUCTS AND MATERIALS INTENDED FOR OUTDOOR USE). CONCRETE WASHOUT AREA DETAIL LATH & FLAGGING NOT TO SCALE ON ALL SIDES 10' 10' SANDBAG (TYP.) PLYWOOD MIN. MIN. 48" X 24" PAINTED WHITE BERM 0 E) 0 _ I I 4 BLACK LETTERS Y� STAKE 6" HEIGHTt�i. (TYP.) 0 SANDBAG 0.5" LAG i-- 10 MIL SCREWS W PLASTIC LINING 3' WOOD POST In B B Q A A 3"X3"Xa, _ 3' l To BERM CONCRETE WASHOUT SIGN DETAIL Q Q Q (OR EQUIVALENT) In 1 , _, ■ SEC770N A A fM 10 MIL NOTES STRAW BALE PLASTIC LINING 10 MIL (TYP-) PLAN VIEW 1. ACTUAL LOCATIONMYOUT TO DETERMINED AT THE CONTRACTOR'S DISCRETION. PLASTIC LINING PLAN �Ey 2. TEMPORARY CONdtETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 30 FT. FROM TYPE BELOW GRADE" STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES EACH FACILITY SHOULD TYPE BELOW GRADE" BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT WITH STRAW ROLES DISTURBANCE OR TRACKING. & TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE MARKED WITH A SIGN (PER THIS 10 MIL DETAIL). SAID SIN SHALL BE INSTALLED WITHIN 30 FT. OF THE WASHOUT AREA. PLASTIC LINING 4. A SIGN SHALL BE INSTALLID ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO U71UZE THE PROPER FACILITIES. S. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT t0. FACILITIES SHOULD BE CONSTRUCTED AND MANTANED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL UQU10 AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS MIN. 6. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR BERMED AREAS OF 2" SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES. 7. WASHOUT OF CONCRETE TRUCKS SHOULD BE PERFORMED N DESIGNATED AREAS ONLY. B B S. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE WASH OUT. WOOD FRAME SECURELY 9. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER TRUCKS UCKS AND DISCIARGED INTO DESIGNATED WASHOUT OR PROPERLY 1 8 OIA •WIRE FASTENED AROUND AREA DISPOSED OF STEEL W ENTIRE PERIMETER NTH 10, ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, TWO STAKES THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND PROPERLY DISPOSED OF. SECTION B-B 11. WASHOUT OUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 73X FULL STAPLE DETAIL STAKE TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) • TEMPORARY CONCRETE WASHOUT FACILITY (TYPE. ABOVE GROUND) SHOULD BE CONSTRUCTED STAPLES (TYP-) AS SUFFFIICIECWN NNT QUANTITYYMp VOLUMEE TWN O CWONTAIN ALL uWID WIDTH CONCRE E' BUT WASTE GENERATED TH (2 PER BALE) 10 MIL BINDING WIRE BY WASHOUT OPERATIONS PLASTIC UNING 10 MIL PLASTIC UNING MATERIAL SHOULD BE A MINIMUM OR 10 MIL IN POLYETHYLENE SHEETING AND TWO -STACKED PLASTIC LINING SHOULD BE FREE OF HOLES, TEARS. OR OTHER DEFECTS THAT COMPROMISE THE 2 X 12 ROUGH IMPERMEABILITY OF THE MATERIAL WOOD FRAME TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) • TEMPORARYOW GRADE)SHOULD SHOWN FACILITIES WITH MINIMUM STRAW BALE ELM L.LM AS HOWN ON THE DETAILS ABOVE, WIDTH F FT. THE OUANTITY AND TYPE ABOVE GRADE" VOLUME SHOULD BE SUFFICIENT TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. ' LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. WORD OR METAL STAKES • PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OR 10 MIL IN POLYETHYLENE SHEETING AND NATIVE MATERIAL (2 PER BALE) SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL (OPTIONAL) REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES • WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK. SECTION B-B THE HARDENED CONCRETE SHOULD BE REMOVED AND PROPERLY DISPOSED OF. MATERIALS USED TO CONTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE REMOVED FROM THE STE OF THE WORK AND PROPERLY DISPOSED OF. • HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSE) BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE BACKFILLED AND REPAIRED. W H Q N V � 0 C0 m Q■ Z 0 t� U)_ in W> Z_ U Q SEAL IY I L ... .�G E•NSF'�`S' * No. 52896 • * ' -O'• S T OF �ONAL�tE��. llllllllt a 04 0 o fy CQ U 01 W -4 E 5 A a Inv 154 0 Cn 0 �E� C7 1- aUa W Z N O IFl� UJ El 0 _J UJ 4 I,L,1 Z O 9 a P4 U In W A E A O Z Ucn "� Or O \ a Cog cad C� U CA A U 8 W A v] ..a ca a; 1�1 1_� 11�1 , O O O E E (6(� Z DRAWN BY TLF CHECKED BY RCL DATE 06/29/2020 SHEET TITLE S. A:P.P.P. CONSTRUCTION DETAILS SHEET NUMBER C-10.1 hW JOB No. 2020 I I I I I� I I I I I I I I I IN I— �- I—I—I-+-I—I—I� II Nl II IrI—I—I-4—I-1—I� I I I I � I I I I I I ► 1�� _ _ I� � � I�-T -r -TTTr—rTT� \\ -- U it i i i SEE CIVIL PLAN; FOR ALL CONC. > WALKWAYS w 0 SEE DETAILS ON L-505 FOR TYPICAL SWING GATE I �I I �I I �I I III II II I / / / / / / / / / SEE CIVIL PLANS FOR ALL CONC. WALKWAYS -- ----- ®e®========== =T7 ==== I 4� Y _ - ' I I I I I 1 -=T,— r-------------------- -------------------I EXISTING STORAGE FACILITY 1 (7-Story,5,700SF) — — — — — — — — — — — I I I I I I I I I I x lorl I SEE CIVIL PLANS FOR ALL CONC. WALKWAYS SCALE: 1 "=50'-T NORTH Q) r�..— M J Q N — y U oQ U 0 ` W Cn J C J M o M M L U J U 6 co In O —2 00 ��@ Q� I , , J ` cp O 0r U <0)= N w 0 L N_ wJ Q Z O (1 z _ 00 O it a� _� (.D Z) _ N N rr 0 � N o � o t0 C O O 0 N O a O0 E C: E� IL 0 a)0 w � >� � o � U � LU 0- Q N 0 �z (D LL N Sheet Description OVERALL HARDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-1 00 Sheet 1 of 3 0' 50' 100' 150' - - _-I - -- SEE CIVIL PLANS FOR CONC. SIDEWALKS SEE POOL ENGINEERING DWG.S FOR POOL CONSTRUCTION, SUN LEDGES AND STEPS 11 i SEE DETAIL 02 ON SHEET L-501 FOR YOGA AREA ARTIFICIAL TURF A SEE DETAIL 03 ON SHEET I -rrld PnP WARARAr)r_V nnl i I SEE CIVIL PLANS ---- FOR CONC. BASKET BALL N r ..— r7 J O — N 0 O Q U 02 c W J L J M v M M t U � u 4; c U Ln v 00 a o,� J � 0 ++ to O L U- r W � I +, ai c U a' U-) L � � o N_ J a 10 Z U) L0 ZLo O �g U) N t- 0) O O (a (0 C °o O 0 N a� O C/) 0 o CD W c 0 E ca a Eo o w > 0 >LL Q cl � U L a L a �Q N 0 z o LL N Sheet Description POOL AREA HARDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number Sheet 2 of 3 0' 10' 20' 30' SCALE: 1 "=20'-0" NORTH n J y Q Q Q U p C J =J L — J v M r� s Q U LT F N C U v Ln v W Q 7 � � C J d .� tD O L 0 r 4--d � d C U < c) .� O , _ d N_ J LLJ Q cD F O U Z Lr) 00 o U) D N N O O O (� C C 0 0 O 'N U c N O � a U) Q O /0 C: E a) E m Q O L— O LU > ILL U) O Q f SUM= � V L W L >+ �a N N � Z OL L N Sheet Description DOG PARK TOT LOT HARDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-1 02 1 Sheet 3 of 3 0' 50' 100' 150' tCn i 0T i D W O SCALE: 1 "=50'-0" NORTH U r - M J .. Q N — y O Q U O C U w (n -� J c) 2 — __J n 0 M M t U U u ' c L O In O Q 7 O I C J ` cp O L U^ w 4� N s{ C ¢r U 'rn O - 3 U N = L N WJ Q t0 F by j pphh JOiAa55 : m STATEate:. 0202, .24 �t oRic""001 3 N N N O M O _ ccS 0 c_ v C `o • U (q a� > 3 O a C Q O° V C E 0 W O U) E > o 0 a) LL Q o cli RUC-C V i E a. U) Q N C -C 0 Z o NL'- Sheet Description OVERALL LANDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�200 Sheet 1 of 7 0' 50' 100' 150' - --- - - - TYPE 'B' BUFFER, (RESIDENTIAL TO COMMERCIAL), 15'-0" WIDE WITH SHADE TREES PLANTED AT 50' O.C. MAXIMUM AND A CONTINUOUS 1 4'- 4'-6" TALL HEDGE AT TIME OF PLANTING. M ` 1 M `� 'l VId w' !MA ` �� ®`S�i r 5� iSwa =�_ �'-_ .,was... Or®ter / -- ` RI .� ,_ - - =T-�►��ro®`a���®�.■■�ir -- -- - - - rig. - — - � .,,,�1■•.•.�"'7D�� .. — �- � �.._ �. 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Cell EM two business days before digging MATCH LISHEET L=201 TO L=203 SCALE: 1 "=20'-0" 0' 10, 20' 40' 60' NORTH "« Ir7 J �- O - N O Q J C) L - J M v rrn r J U L_ a 0 � to v — i 00 U W Q 7 v I c J � lL ^ V) � I 4� N d G U LO <'c M t � 3 L N_ WJW Q CO 1 VPN�S�gp F J Oy'� 9�'C+ 0 z LA0000855 Z t m UJ —,t— ;0 ' ~ STATE OF '�� oRiOP N N C) 0)O 2 O C 'D C O 0 0 N 3 a) O C/) �:3 00 0 C N w Eo� � � o O Q o 1� I— — V s✓ U) �Qr N i 0 �z L LL N Sheet Description LANDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-201 Sheet 2 of 7 MATCH LINE SHEET L=202 TO L=201 TCH LINE SHEET L=202 TO L=204 KNOW WHATS BELOW ALWAYS CALL 8fl BEFORE YOU DIG We fast,11s free, it's the law. Call 81 two business days before digging - - AR v SCALE: 1 "=20'-0" 0' 10' 20' 40' 60' NORTH M J N — y O U C) 2 ` (n v w 7 J 2 — J M v M Q) J V U 4- f` ai co vLoo — v00 �,0® Q a I c ` co O t0 ^ N � I 4� y d C U ¢' LO t � o � 3 � U N = L N_ wJ Q O F— Cq,o F Jo 1 �Q�li�a LA0000855 Z " m 'n a 1' STATE ' ~ O F '�LORI�P N N C' N C' a) C a f0 m � c v C O U to c N O a C Q O V Qi � W E � (L)0 > LL _J O a) 0 vi �U(5= L N Q co >N< Na) r- Z o N Sheet Description LANDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number Lf�202 Sheet 3 of 7 s.� MATCH LINE SHEET L=203TO L=201 TCH LINE SHEET L=203 TO L=205 SCALE: 1 "=20'4' 0' 10' 20' 40' 60' NORTH M J — O O O Q U V 2 c (n U W -Q J J M O M M t U �- y 0 U � 7 — 00 Q 7 G J � ` coo U- r N +, ai d• c U ¢'ems � � o � 3 � L N Q (D H �ppDSCgA J Oyti quo v2 J O �, &; r LA0000855 Z m '0 STATE *, O F R10P N N (D � O G O � t0 Q 0 0 .N U o a) a Cn CL O° E cc CL W �_ U) 0 J O>LL 0 �V C_ m EcL � �Q N 0 Z o N Sheet Description LANDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-203 Sheet 4 of 7 III! I - —_ 1_ PO2 PL SOD 2M SOD AGR 74 s 33 RID PML 11 3 MFC I RID 6 22 RID RUP 35 TYPE 'B' BUFFER, (RESIDENTIAL TO 2 SAT COMMERCIAL), 15'-0" WIDE WITH lASHADE 14 TREES PLANTED AT 21 50' O.C. MAXIMUM AND 21 CONTINUOUS 4'- 4'-6" TALL HEDGE — AT TIME OF PLANTING. W z� W oW 0 0 D n = 7' M y a G-) M 0 17- V) zM M K: M z MATCH LINE SHEET L=204 TO L=202 0 ILI ♦ I c� 7, v v ,� -- �■ Ir , , , e KA kal IIII711 IRN INNA all _ f'i' � VIA ®®� ter:'," 1 � • • • r —mwm � � - � / � -■ -; � R.II►I � —� �i�/�NI N •vial ., v '`���3�T� i.\ ` © •�,• -■ �■'!♦.il ,I N �I!� ,�*���' �. ,1e tti1 .J ©� � j- d(+�� 0�' ;' � (� irn•� I7 �,w � ��;�,� �ma:�� -� ����^��. �lb...�, ® ���� y� . � . dli �!�I®© ,�•; � �©���;�.. I � vL.2.�� ``��� T-,-----: � „gig --.��,�I � my «�� III \� ����.. — V � IJ,1�1� _._� ��, � - _ 1 • m ,��. ► . �.., ..- ® 1 ;� .��.li r �., .. _ \ /1�� ` ��� �a'LV-ram` �.► ',g s._�,.������� � .r (i I I��� : II </���\�\.p�.! v4'� / , (��.• � _ Mr IVAN RK '�� .'.X"_�� �� �u, �� I,.-�I�—"-i yr\ ,y►?A/� ►ill`►/'� 1�� ,I�i. � 1� • . . ®� � AI ��_ _ �(. t� � . - �' � �� .�I.'�. asp\ ® .,--•r v • . ® • ■ v _ � � r o L=—=— I►-- ! d�zw� n f ,. w r i►�-vw' ` dui - � . _ _ �c�r3©�; --,.. `--�r�NIPS" � _ _ _ ,yam �,..������i�i,�� � I qua- � r� a� 1 \ • • • .-v ;� ► _ �� ►- l I r.�r.�� ►��=L� ■�l a, ...�_ i ion .��� _ /- .�.,, •9 _ _ v i �.. , .: • e. �•.,,. �, , �.,�, -,� 1 - i, �, + ���.�i� .�-I� l �, �� • 9 ss� gip. WON / �- �.► � cif �VAN � �- ..:. ��1'� • , � � ! I�_a ► ` ► �► op •�i, _ , _. _ • I _. _,,WE �• ■� $II�$�,-ria�c .,. R ► ti al�i-=� —i r �� �`� �I �- ` !J� �'•��.. .. ►� s►�11 mod► ►1� /�.I�.��, , �I �� ,. _:yl!,.ow �_ .. •r,, `fie � � .UN�:!►�/►!rwor".: 0�1'�...•�_��I:�►.�.���►..I�d�.S�I1�►_!I-A•��'��i�� I-�_�:�I���Y������_=711���—.��i�.y������+��n�a�l-=— -.L��.I.�►.1���.��_�! TYPE 'B' BUFFER (RESIDENTIAL TO COMMERCIAL), 15'-0" WIDE WITH SHADE TREES PLANTED AT 1 50' O.C. MAXIMUM AND A CONTINUOUS 4'- 4'-6" TALL HEDGE AT TIME OF PLANTING. 5 634 L.F. of Building one Small Tree for every 30 L.F. Required = 21 & continuous hedge and ground covers. MIMA ram•-•:. �v �®v 1 III Ir _ _�� fir% �+:- _ r r•-�� S■.©.■■r■ rf• ■■ll ■■l ■■l ■■l ■■l ■■l FM KNOW WHAT'S BELOW ALWAYS CALL 81 BEFORE YOU DIG Its fast, it's free, it's tfre law. Call 811 two business days before cligging SCALE: 1 "=20'-0" LS 0' 10, 20' 40' 60' NORTH N r, .. , rn J O — N Q O (n U w J S✓ 0 L — J M M L U U u WW U o ,n a 00 ° Q J � ` co o Lo C U ¢mac _-1 . O U � _ Q J 0 LA0000855 Z m W, —*— ;0 It �• ~ STATE ;� OF ,.• �r FLORtDP N N N U) o a) o p o p U to o a) C/) rm 0- O° 0 E W E 0 a) 0 o Q�� C I-- L m /1 Q N �L 0 �z O L LL Sheet Description LANDSCAPE PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�204 Sheet 5 of 7 0 N 1 J 0 L0 0 N 1 J W W 2 N W Z J X U H Q MATCH LINE SHEET L=205 TO L=203 KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG We fast. We free, Ws the law. Call 811 two business days before dgg SCALE: 1 "=20'-0" 0' 10, 20' 40' 60, NORTH GENERAL PLANTING REQUIREMENTS All sizes shown for plant material on the plans are to be considered Minimum. All plant material must meet or exceed these minimum requirements for both height and spread. Any other requirements for specific shape or effect as noted on the plan(s) will also be required for final acceptance. All plant material furnished by the landscape contractor shall be Florida #1 or better as established by "Grades and Standards for Florida Nursery Plants" and "Grades and Standards for Florida Nursery Trees". All material shall be installed as per CSI specifications. All plant material as included herein shall be warrantied by the landscape contractor for a minimum period as follows: All trees and palms for 12 months, all shrubs, vines, groundcovers and miscellaneous planting materials for 90 days, and all lawn areas for 60 days after final acceptance by the owner or owner's representative. All plant material shall be planted in planting soil that is delivered to the site in a clean loose and friable condition. All soil shall have a well drained characteristic. Soil must be free of all rocks, sticks, and objectionable material including weeds and weed seeds as per CSI specifications. Twelve inches (12") of planting soil 50/50 sand/topsoil mix is required around and beneath the root ball of all trees and palms, and 1 cubic yard per 50 bedding or groundcover plants. All landscape areas shall be covered with Eucalyptus or sterilized seed free Melaleuca mulch to a minimum depth of three inches (3") of cover when settled. A four -inch clear space must be left for air between plant bases and the mulch. Cypress bark mulch shall not be used. All plant material shall be thoroughly watered in at the time of planting; no dry planting permitted. All plant materials shall be planted such that the top of the plant ball is flush with the surrounding grade. All landscape and lawn areas shall be irrigated by a fully automatic sprinkler system adjusted to provide 100% coverage of all landscape areas. All heads shall be adjusted to 100% overlap as per manufacturers specifications and performance standards utilizing a rust free water source. Each system shall be installed with a rain sensor. It is the sole responsibility of the landscape contractor to insure that all new plantings receive adequate water during the installation and during all plant warranty periods. Deep watering of all new trees and palms and any supplemental watering that may be required to augment natural rainfall and site irrigation is mandatory to insure proper plant development and shall be provided as a part of this contract. All plant material shall be installed with fertilizer, which shall be State approved as a complete fertilizer containing the required minimum of trace elements in addition to N-P-K, of which 50% of the nitrogen shall be derived from an organic source as per CSI specifications. Contractors are responsible for coordinating with the owners and appropriate public agencies to assist in locating and verifying all underground utilities prior to excavation. All ideas, designs and plans indicated or represented by this drawing are owned by and are the exclusive property of AAL. The plan takes precedence over the plant list. 1. ALL SOD AND LANDSCAPE RECEIVE 100% COVERAGE FROM AN AUTOMATIC IRRIGATION SYSTEM USING AN APPROVED WATER SOURCE. 2. IRRIGATION SYSTEM SHALL ALSO BE EQUIPPED WITH RAIN SENSOR 3. SEE SHEET L-200 THRU 204 PLANTING PLAN 4. SEE SHEET L-205 FOR LANDSCAPE SCHEDULE AND CALCULATIONS 5. SEE SHEET L-205 FOR LANDSCAPE DETAILS AND NOTES 6. A PRE -PLANTING MEETING SHALL BE SCHEDULED WITH THE CITY FORESTER OR LANDSCAPE INSPECTOR AND THE LANDSCAPE CONTRACTOR PRIOR TO ANY INSTALLATION ON THE SITE. r.. M J .-. a N-� 0 oQ U C> c (n ow J M o M M .0 U �- _ �00 Q J � 5 ` t0 O IO h % LTL. U < 0) (1) = o 3 7) U = N J a s� PNDSCgpF Q% &; 2 LA0000855 2 m LU —*— 'n ~ STATE ;� O F 'C(OR1OP" N N N 0 U) a a) 0 o � o C 0 0 .2 U a o Q C/) O C� a) E ca W o � � o o u- J OC: � � vi E Q N �QJc V- �Z o tL N Sheet Description LANDSCAPE PLAN & NOTES Release Date 02-16-22 Project Number 2129 Drawing Number L-205 Sheet 6 of 7 - -- t 1 1 1 -- -11 t I I Band 5 Lay Palm Planting Detail ens Battens to Palm Braces Nailed Wood Battens Mulch Layer love Burlap, String, Nails, etc., )mpletely From Plant Ball ertilizer Tabs or Eq. ckfill with 6" Planting Soil )/50 Topsoil / sand mix Jndisturbed Earth Remove Container Completely From Plant Ball 3" Mulch Layer Fertilizer Tabs or Eq. Backfill with 34" Planting Soil n iii1iriTi=li ii�-1J=iT=Ti=T TM 50/50Topsoil/sand mix Undisturbed Earth See Specs. for Plant Spacing Shrub & Ground Cover Planting Detail NOTHING IN — FRONT OF FH \ OR FDC , / \ z SOD only T-6"R z FIRE HYDRANT CLEAR ZONE N.T.S. TREE LOCATIONS TO BE COORDINATED IN FIELD AS TO NOT FALL IN CONFLIAT WITH FH., FDC.'s, BFP's AND TRANSFORMERS KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's last. Its free, it's the law. Call t311 two business days before digging NTS NTS C: 18" for all 1 gal. 30" for all 3 gal. or greater vines not included NOTE: PROVIDE ROOT BARRIERS AS REQUIRED ON ALL TREES IN CONFLICT WITH MINIMUM CLEARANCE WITH UTILITIES. MINIMUM CLEARANCE OF 5• FT FOR PALMS AND SMALL TREES AND 10' FT FOR LARGE TREES WITH INTRUSIVE ROOT SYSTEMS PER CITY OF FORT LAUDERDALE REQUIREMENTS, SEE TYPICAL DETAIL BELOW. TIER > BE rY tEM' LITII :RV ETC) AIlITCQ- 1. THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND INSPECTED BY CITY PRIOR TO BACKFILLING. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. 2. ROOT BARRIERS SHALL HAVE MINIMUM DEEP PER CITY REQUIREMENTS. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS". FLEXIBLE BARRIERS SHALL BE 36" PANELS MANUFACTURED BY BIOBARRIER. 3. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. Typical Root Barrier Detail Wellington Tape 2x2" Wood Stakes 3" Mulch Layer Remove Burlap, String, Nails, etc. Dompletely From Plant Ball 5-6" Water Ring ertilizer Tabs or Eq. ackfill with 6" Planting Soil 0/50 Topsoil/sand mix Undisturbed Earth Small Tree Planting Detail NTS tens d Battens to Tree Burlap (Min.) )d Braces Nailed e Wood Battens Mulch Layer move Burlap, String, Nails, etc., ;ompletely From Plant Ball Fertilizer Tabs or Eq. 3ackfill with 6" Planting Soil 50/50 Topsoil / sand mix Undisturbed Earth Large Tree Planting Detail NTS NOTE: All shrub and groundcover masses to use triangular spacing except as a singular hedge row or where noted. Refer to the plant list for individual plant spacing. A: 14" for all 1 gal. 24" for all 3 gal. or greater Typical Plant Spacing 0Fence, wall or structure C)OOO B: 18" between all 1 gal. m and 1 gal. 24" between all 1 gal. and 3 gal. 36" between all 3 gal. and 3 gal. or greater rt + T + -L Curb or edge of Q pavement FRONT NTS Q) r .. I"7 J Q N — y O Q U U�c U) U LJ -0 J Lr) _ J 17 0 M M L J U LL y 00 o U-) 0 _ L 00 Q 7 o I c J .4- + O O L L0 ^ N � I U a, < N w o U V) = (V J Q O Fw- O�pNDSCgp� JO,y .99n co O`,� ; ' LA0000855 O w —*— .0 ' ~ STATE ' *., O F '��ORIDP N N o fn c o N c v C: o V (n c N o C: Q_ :3 O O L_ 6-0 C Qi E m 0 � w E W ; O J O O V- m 0-C E Q Q N O Z (D O u- N Sheet Description LANDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�206 Sheet 7 of 7 _ I 1 1 1 1 11 1 1 1' 1 I t SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE 3/4" 2" 1 " 2» 1 -1/4" 3» 1 -1/2„ 3" 2„ 4" 3,v 6" 4" 8» 6" 12" 8" 16" AUTOMATIC IRRIGATION SYSTEM IS EQUIPPED WITH RAID! SENSOR COVERAGE WITH 50% OVERLAP FROM AN APPROVED WATER SOUR MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PUI THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACEN TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGI INSTALLED ACCORDING TO IRRIGATION SPECIFICATIONS AND DETA REMOTE CONTROL VALVES COME WITH THE OPTION TO BE PRE-EQ IX/ M-SOL TWO WIRE TURF DECODER IN LIEU OF THE FD-101 TURF DE.,��".. INSTALLATION INSTRUCTIONS. ONLY PIPE SLEEVES LOCATED WITHIN VEHICULAR USE AREAS HAVE SIZES THAT ARE LABELED. FOR ALL OTHER PIPE SLEEVES REFER TO SLEEVING SCHEDULE. INSTALL TWO WIRE MAXI CABLE CONTROL WIRE ENCASED IN 2" CONDUIT ADJACENT TO MAINLINE FROM CONTROLLER TO VALVES. SCALE: 1 "=50'-0" NORTH J N o SQ U plc J miQ J M v M M t UU ai 0 u-) v - �00 0 00 Q v 1 c J d. ` co v i i° ^ m I { (1)c U arnL Q v � 3 ' U � _ N J Q t0 Z 0 U) L0 Z Lo 0 c0 N N r O O � O O (6 c0 'v C O 0 U O a Q O° E C: N Eco a -0 -2 E -L 0 `W`^ > vJ oa)LL 0 to � U L Q �Q N O Z (3) o NLL Sheet Description OVERALL IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-300 Sheet 1 of 9 0' 50' 100, 1 -- L 11 __ _ ! I I - -- — -- - I i I ll -- _! III . 1 1 11 Jill I I I ' -- II I I I - - 1 _ 11 1 1 I I 1 111! IIH I I I I !11 I ! Il 1 '1! 1 l l I 11 1 I AUTOMATIC IRRIGATION SYSTEM IS EQUIPPED WITH RAIN SENSOR AND PROVIDES 100% COVERAGE WITH 50% OVERLAP FROM AN APPROVED WATER SOURCE. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING TO IRRIGATION SPECIFICATIONS AND DETAILS. REMOTE CONTROL VALVES COME WITH THE OPTION TO BE PRE -EQUIPPED WITH A RAINBIRD IVM-SOL TWO WIRE TURF DECODER IN LIEU OF THE FD-101 TURF DECODER. SEE DETAILS FOR INSTALLATION INSTRUCTIONS. ONLY PIPE SLEEVES LOCATED WITHIN VEHICULAR USE AREAS HAVE SIZES THAT ARE LABELED. FOR ALL OTHER PIPE SLEEVES REFER TO SLEEVING SCHEDULE. INSTALL TWO WIRE MAXI CABLE CONTROL WIRE ENCASED IN 2" CONDUIT ADJACENT TO MAINLINE FROM CONTROLLER TO VALVES. SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE 3/4" 2 " 1" 2" 1 _ 1 /4" 3" 1-1 /2" 3" 2" 4" 3" 601 4» 8» 6" 12" H" 16" TCH LINE SHEET L=301 T L=302 KNOW WHATS BELOW ALWAYS CALL 8V BEFORE YOU DIG Its teal, ffa free, it's the law. Cell 811 two business days before digging IN TCH LINE SHEET L=301 T SCALE: 1 "=20'-0" L=303 0' 10, 20' 40' 60' NORTH N M J Q ON—v O Q U C) (n ow -Q J — mi L J M O M M t U U v ai 0 C7 v u) v �00 Q I c J .� ` c0 O L (� ^ N � I -4--1 q) d C U ¢'mot o L N _1 Q (� LAI Z O U Z� 00 O �* m U) N r- O (] 0) O o f0 <0 C o O O CO) U N O a C/) O r0n V a--r E cu CL F- 0 0 W > U) p >LL F- 0 N �V C_ U L N a)Q N Z l N Sheet Description IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-301 Sheet 2 of 9 I I _ I I I ! I III _ I 1 11 1 1 1 1 1 l! 1 If lil_'V III 11 1_! I11 Il_ I I I 1 111 I _1 1 i I- �11'!wv _ L 42 2- 39.1 0 SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE 3/4" 2" 1" 2" 1-1 /4" 3" 1 —1/2„ 3" 2„ 4» 3" 6" 4" 8" 6" 12" 8" 16" • n • 1 4NPW1qW 10 F. 10 � �■ � ,o ,S 1 ; 15 12 ,"� � • �� , 01 1I • ��®� m \ �—� l f3 ism —� <, ®� !>•—Ili• ►�• t, Q Q WM ,r, I ® 49.1 . Iilllllll �� • ,, ► ® ® 'III` .1■ � � � � tii �� '. \ ' ������ Q 0 1€; 15 t�3l3 ili ■li itili i i i i ili iEit€, � 0 L 14" V rn E, ►7 t°� 1f; � ,2 ® 1 I • � 1 £3 ♦ 11 _ _ 67 1 IN a to I ■ ■all , � ♦ � tF>ri P7I1 FA vul ��` ►�" � � �� Illllllllllillllllll • . ' �• � A � � �-,�� - I 1 12 I ° E. 12 1f; 15 12 �■ ,■ ■ ®® �� � �Iv �v �v • �v to £� ' n I _ �11 4 211' • � � � ��i to � � • ,;� ■■� _ �t 13 12 ®® ■ Ili •FA . � � �� IIIIIIII►IIIIIIIIIII - ® t£411 MAINLINE�r®® 12 ' • Ilillllll I �'� �-,. ® ,£3 , oho r .�\'1 !` �{i ®® 0 ♦15 tt3 , _,� EI 1tl �1L' i5� 12 Fm- ib 12 oil I I r• �13MEN 01111111 1% Lvf Nown, - - ►;.` �l, ��• £3� 11111111111�11111111 '� � ��� °� �% 12 153 M 2 � �rli m,£3��■1£:�� ,t0 12 may' A � ■ ■ ■ ■ . h: `:� ■ ■ _iTil� � , � ; �� � ■ � ® ■ ■ w 1£, iu to t€.; 1t, � � v if ,.,.._v !` `�_ ii■' r\\tip I�"�`�'I``i- .�: — — — IN 04 •-�� t<3 ®® ��, II ■ ���3.i�fj� --- for ` �� t£ ME MATCH LINE SHEET L=302 TO L=304 KNOW WHAT'S BELOW ALWAYS CALL 8t BEFORE YOU DIG It's feel It'll free, its the law. Call 811 two business days before wing SCALE: 1 "=20'-0" 0' 10, 20' 40' 60' NORTH M J O Q U V c in ow J J M o M M L � U U C: (10 a Lo Q�� ! C J —(Do U <Cnm o 3 71 U N = L c,4 J Q (O ~ Z O co U') Z 200 O N N rl- o � o ca c � C °o 0 0 o a OO C� E (� Q -D O E• L W > U) p N LL N C= W L Q N � O �Z O N Sheet Description IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-302 Sheet 3 of 9 --' I -- - I II 1 1 1 I 1 ___L_ t .- --- -- I I I I I 1 I I IT _ _ I -- I - - L- I _ I 1 SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE 3/4'f 2" lot 2» 1 -1/4" 3" 1-1/ 2" 3n 2f► 4" 3ff 6ff 4it Bff 6ff 1 2» 830 16ff AUTOMATIC IRRIGATION SYSTEM IS EQUIPPED WITH RAIN SENSOR AND PROVIDES 100% COVERAGE WITH 50% OVERLAP FROM AN APPROVED WATER SOURCE. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING TO IRRIGATION SPECIFICATIONS AND DETAILS. REMOTE CONTROL VALVES COME WITH THE OPTION TO BE PRE -EQUIPPED WITH A RAINBIRD IVM-SOL TWO WIRE TURF DECODER IN LIEU OF THE FD-101 TURF DECODER. SEE DETAILS FOR INSTALLATION INSTRUCTIONS. ONLY PIPE SLEEVE,; LOCATED WITHIN VEHICULAR USE AREAS HAVE SIZES THAT ARE LABELED FOR ALL OTHER PIPE SLEEVES REFER TO SLEEVING SCHEDULE. INSTALL TWO WIRE MAXI CABLE CONTROL WIRE ENCASED IN 2" CONDUIT ADJACENT TO MAINLINE FROM CONTROLLER TO VALVES. KNOW WHATS BELOW ALWAYS CALL 8fl BEFORE YOU DIG Its fast, it's free, it's the law. Cafl 811 two business days before digging SCALE: 1 "=20'-0" 0' 10, 20' 40' 60, 1,101a l M J � O Q U) ow J L _ J M v M t J U U U_ C: 0 U ��v _ �00 v f c ` m 0 i i0 r, v, � I +, y c U a'1t 0 � 3 � U U _ L N_ wJ Q Z O Ili Z Lr) O f✓i N N O U) O CD C 4- O cc 16 C `0 _O O N U O a U) C Q O r0n V Q� E cu 0--D F- O L_ O W � U) p >LL F 0 ci �Uc= a N -C N V- 0 Z o LL Sheet Description IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�303 Sheet 4 of 9 L- - I i I I 1_ I I I — -- I - I _- I_ _L I i--I AUTOMATIC IRRIGATION SYSTEM IS EQUIPPED WITH RAIN SENSOR AND PROVIDES 1 W% COVERAGE WITH 50% OVERLAP FROM AN APPROVED WATER SOURCE. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING TO IRRIGATION SPECIFICATIONS AND DETAILS. REMOTE CONTROL VALVES COME WITH THE OPTION TO BE PRE -EQUIPPED WITH A RAINBIRD IVM-SOL TWO WIRE TURF DECODER IN LIEU OF THE FD-101 TURF DECODER. SEE DETAILS FOR INSTALLATION INSTRUCTIONS. ONLY PIPE SLEEVES LOCATED WITHIN VEHICULAR USE AREAS HAVE SIZES THAT ARE LABELED. FOR ALL OTHER PIPE SLEEVES REFER TO SLEEVING SCHEDULE. INSTALL TWO WIRE MAXI CABLE CONTROL WIRE ENCASED IN 2" CONDUIT ADJACENT TO MAINLINE FROM CONTROLLER TO VALVES. SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE 3/4" 2 " 1►► 2" 1 _1/4" 3►' 1-1/2" 3" 2►► 4" 3of 6" 4►► B" 6" 12" 8►► 16►► MATCH LINE SHEET L=304 TO L=302 • 1�17V If t�11M1 V ULL ALWAYS CALL 8 BEFORE YOU DI( R's fast, R's free, R's the Is SCALE: 111=20'-0" 0' 10, 20' N r ..„ I") J O - O Q O U O C Jw 10_ M O rM M L J U ai 00 O to O _ 00 Q t o c J q. d `O O c U < Cn o � 3 � U w _ L N_ J Q �D Z O 0 L0 ZLr) O �* aD N t` O O o N (6 °o C `o O O T) U O W a U) C 0° V E cu CL f— OE 0 'O ( �W^ j L V) 0 cl_ � U cc � U � ^W N � Z (D o N Sheet Description IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-304 Sheet 5 of 9 - _ -- - -I - - 1 I I I I I _ 1-L __- I -- I I -1 ---A I - - - - - -1 ! - l - -- l ! - -- I I - 1 1 11 1 MATCH LINE SHEET L=305 TO L=303 O M J 0 H O M J FM W W 0) W z J 2 V F- a AUTOMATIC IRRIGATION SYSTFRA IS Fni IIPPFII WITH RAIN SFNSOR ANn PRO\/If1FS 1Q0% COVERAGE WITH 50% OVERLAP FROM AN APPROVED WATER SOURCE. MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING TO IRRIGATION SPECIFICATIONS AND DETAILS. REMOTE CONTROL VALVES COME WITH THE OPTION TO BE PRE -EQUIPPED WITH A RAINBIRD IVM-SOL TWO WIRE TURF DECODER IN LIEU OF THE FD-101 TURF DECODER. SEE DETAILS FOR INSTALLATION INSTRUCTIONS. ONLY PIPE SLEEVES LOCATED WITHIN VEHICULAR USE AREAS HAVE SIZES THAT ARE LABELED. FOR ALL OTHER PIPE SLEEVES REFER TO SLEEVING SCHEDULE. INSTALL TWO WIRE MAXI CABLE CONTROL WIRE ENCASED IN 2" CONDUIT ADJACENT TO MAINLINE FROM CONTROLLER TO VALVES. SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE 3/4„ 2" 1 of 2» 1 _ 1 J4" 3" 1 _1/2" 3r1 21' 4,i 3" 6" 4" 8" 6" 12" 8" 16" SCALE: 1 "=20'-0" KNOW WHATS BELOV ALWAYS CALL 811 BEFORE YOU DIG We fast, K's tree, it's the law. Call 811 two business days VALVE SCHEDULE NUMBER MODEL 51 ZE TYPE GPM HEADS AI RE P51 P51 9) POO PREG I P I RAIN BIRD FEB 2" TURF SPRAY 36.15 27 4163.3 36.33 1.21-1 in/h 2 RAIN BIRD FEB 2" TURF SPRAY 42.22 38 gg01.1 37.73 55.15 1.3q in/h 3 RAIN BIRD PEB 2" TURF SPRAY 41.42 33 1,08q 37.07 54.45 1.36 in/h 4 RAIN BIRD FEB 2" SHRUB SPRAY 54.01 65 1,107 57.5 54.84 1.58 in/h 5 RAIN BIRD FEB 2" SHRUB SPRAY 56.05 50 1,157 37.65 1.77 in/h 6 RAIN BIRD FEB 2" BUBBLER 52.00 32 1,240 37.5 54.51 5.4 in/h 7 RAIN BIRD FEB 2" TURF SPRAY 41.45 35 1,2601 36.11 52.75 0.81 in/h 8 RAIN BIRD PEB 2" TURF SPRAY 54.05 24 1,20T5 36A4 52.55 1.63 in/h q RAIN BIRD FEB 2" TURF SPRAY 31.5q 24 1,240 3-7.7q 55.12 0.87 in/h 10 RAIN BIRD FEB 2" TURF SPRAY 47.11 34 1,200 37.6 52.51 1.15 in/h II RAIN BIRD FEB 2" SHRUB SPRAY 45.52 44 1,152 37.46 51.68 1.65 in/h 12 RAIN BIRD FEB 2" SHRUB SPRAY 40.14 58 1,051 37.71 50.85 1.67 in/h 13 RAIN BIRD FEB 2" TURF SPRAY 32.06 Iq 1,242 37.07 52.44 1.1 in/h 14 RAIN BIRD FEB 2" TURF SPRAY 52.55 30 1,176 37.61 55.54 1.15 in/h 15 RAIN BIRD FEB 2" TURF SPRAY 37.35 25 1,065 37.01 55.25 1.45 in/h 16 RAIN BIRD FEB 2" BUBBLER 46.415 52 1,051 37.8 54.06 1.62 in/h 17 RAIN BIRD FEB 2" BUBBLER 27.00 27 I,OIq 57.45 53.76 5.4 in/h 18 RAIN BIRD FEB 2" TURF SPRAY 41.54 32 g85.2 37.6 55.55 1.24 in/h Iq RAIN BIRD FEB 2" SHRUB SPRAY 48.17 40 g36.6 37.66 53.05 1.7q in/h 20 RAIN BIRD FEB 2" TURF SPRAY 48.g0 28 880.0 37.74 52.5 1.25 in/h 21 RAIN BIRD FEB 2" SHRUB SPRAY 38.75 41 868.0 37.7 52.52 1.48 in/h 22 RAIN BIRD FEB 2" TURF SPRAY 41.73 32 561.4 37.8 4q.04 1.14 in/h 23 RAIN BIRD FEB 2" TURF SPRAY 52.15 2q 552.1 37.5 48.7 1.15 in/h 24 RAIN BIRD FEB 2" SHRUB SPRAY 47.85 40 477.4 37.54 45.25 1.-1 in/h 25 RAIN BIRD FEB 2" TURF SPRAY 54.76 16 376.2 37.52 47.03 0.82 in/h 26 RAIN BIRD FEB 2" SHRUB SPRAY 48.64 62 515.6 37.7q 46.3 1.72 in/h 27 RAIN BIRD FEB 2" BUBBLER 3q.00 3q 2g2.2 40.g2 48.017 5.4 in/h 28 RAIN BIRD FEB 2" TURF SPRAY 4q.38 30 258.3 37.77 45.1 0.7q in/h 2q RAIN BIRD FEB 2" SHRUB SPRAY 45.77 41 120.2 57.501 41.14 1.6 in/h 30 RAIN BIRD FEB 2" TURF SPRAY 45.17 52 115.0 37.51 40.gq OA4 in/h 31 RAIN BIRD FEB 2" TURF SPRAY 41A4 32 137.1 37.65 41.73 1.58 in/h 32 RAIN BIRD FEB 2" SHRUB SPRAY 4gA5 86 208.7 37.64 45.71 1.6g in/h 33 RAIN BIRD FEB 2" SHRUB SPRAY 40A4 46 241A 36.71 43.67 1.58 In/h 34 RAIN BIRD FEB 2" TURF SPRAY 3q.22 27 2g8.3 37.46 1.24 in/h 35 RAIN BIRD FEB 2" TURF SPRAY 44.55 241 416.0 37.45 1.03 In/h 36 RAIN BIRD FEB 2" SHRUB SPRAY 35.54 33 475.q 37.4q 1.641 in/h 37 RAIN BIRD FEB 2" TURF SPRAY 44.7q 33 548.6 36.42 I.Iq in/h 38 RAIN BIRD FEB 2" TURF SPRAY 47.70 41 570.1 37.63 4q.8 1.05 in/h 3q RAIN BIRD PEB 2" TURF SPRAY 25.4q I6 g76.0 37.27 1.24 in/h 40 RAIN BIRD FEB 2" SHRUB SPRAY 44.54 61 638.1 37.41 50.55 1.84 in/h 41 RAIN BIRD PEB 2" BUBBLER 28.00 28 650.1 36A4 3.4 In/h 42 RAIN BIRD FEB 2" TURF SPRAY 3q.06 2q 722.5 37.21 0A5 in/h 43 RAIN BIRD FEB 2" SHRUB SPRAY 55.25 31 810.0 37.441 1.68 in/h 44 RAIN BIRD FEB 2" TURF SPRAY 45.67 34 864A 36.4g 1.06 in/h 45 RAIN BIRD FEB 2" TURF SPRAY 44.85 41 g31.3 35A8 48 1.1 in/h 46 RAIN BIRD FEB 1-1/2" BUBBLER 15.00 18 4114.6 55.56 41.65 5.4 in/h 47 RAIN BIRD FEB 2" TURF SPRAY 4q.g6 17 8g4.6 37.36 46.g4 O.qb in/h 48 RAIN BIRD FEB 2" TURF SPRAY 53.72 20 880.8 36.7q 48.21 O.q7 in/h 411 RAIN BIRD FEB 2" SHRUB SPRAY 45A2 55 870.2 37.75 41.04 1.54 in/h 50 RAIN BIRD FEB 2" TURF SPRAY 60.71 Iq 7g4.0 37.25 0AI in/h 51 RAIN BIRD FEB 2" SHRUB SPRAY 45.4q 56 728.0 57.44 48.8 1.8q in/h 52 RAIN BIRD FEB 2" TURF SPRAY 64.78 32 7013.1 36A 0.017 in/h 53 RAIN BIRD FEB 2" TURF SPRAY 50.51 26 740.6 37.65 4q.33 0.55 in/h 54 RAIN BIRD FEB 2" SHRUB SPRAY 52.11 52 807.0 36.18 45.45 I.&q in/h 55 RAIN BIRD FEB 2" TURF SPRAY 51.75 21 826.0 56.56 45.71 0.q6 in/h 56 RAIN BIRD FEB 2" SHRUB SPRAY 45.21 64 750.5 37.48 48.78 1.441 In/h 57 RAIN BIRD FEB 2" SHRUB SPRAY 52.15 28 740.6 56.52 48.14 1.51 in/h 58 RAIN BIRD FEB I" BUBBLER 10.00 10 728.8 32.76 44.15 5.4 in/h 5q RAIN BIRD FEB 2" TURF SPRAY 44.25 15 662.6 56.45 47A4 0.52 in/h 60 RAIN BIRD FEB 2" SHRUB SPRAY 46.18 43 555.5 37.66 4q 1.22 in/h 61 RAIN BIRD FEB 2" TURF SPRAY 4-TAI 20 1,106 37.26 52.17 0.83 in/h (02 RAIN BIRD FEB 2" TURF SPRAY 45.4-1 15 1,116 36.78 51.75 OA2 in/h 63 RAIN BIRD FEB 2" BUBBLER 24.00 24 1,075 37.7 52.6 5.4 in/h 64 RAIN BIRD FEB 2" TURF SPRAY 45.65 15 1,03q 36.71 51.5q 1.001 in/h 65 RAIN BIRD FEB 2" TURF SPRAY 47.05 16 1,004 35ACI 50.87 1.0 in/h 66 RAIN BIRD FEB 2" TURF SPRAY 55.50 15 1,140 35.74 50.77 0.87 in/h 67 RAIN BIRD FEB 2" TURF SPRAY 46.Oq 28 I,Ig5 36.4q 51.84 OA& in/h 68 RAIN BIRD FEB 2" BUBBLER 37.26 50 1,23q 37.65 55.4 1.42 in/h (OCT RAIN BIRD FEB 2" TURF SPRAY 4g.10 25 g44.5 37.2 52.07 0.013 in/h 70 RAIN BIRD FEB 2" SHRUB SPRAY 44.65 54 g18.1 37.66 52.54 L76 in/h 71 RAIN BIRD FEB 2" SHRUB SPRAY 46.7q 641 1,054 37.68 52.56 1.68 in/h Common Wire 4,46q N ^ ..- N J y 0 Oa U U�c (n U W J _ � J pig O M M t U 4J-• o 0 o �Loo _ �130 Q o I c J � ` to O U N I U ¢¢ems O � 3 � U N = L N J Q io z O (f)L0 z Lo = 00 _ O* N N Cb to 0 o m c °o O U N o C/) CL OO C N E CL O O LV > U 0 a� 0 vi RUC= � U � N >'< N V_ 0 �Z o LL N Sheet Description IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�305 Sheet 6 of 9 IS IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 1806-SAM 15 STRIP SERIES TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED 5 30 JS � WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH EST LCS RCS CST SST SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 5 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED 7 30 Q H F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 8 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED 1 30 Q T H F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 12 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED 15 30 Q T H TQ F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 15 SERIES MPR TURF WITH WITH 6L. 101 30 WIPER SEA/02" PT FEMALREN THREADED INLET.IKLER Q T H TQ F SEAL-A-MATIC CHECK VALVE. ® ® In m RAIN BIRD 1806-SAM ADJ 4 6 8 10 TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO -MOLDED 928 30 ® M = WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH 12 15 18 SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1812-SAM SQ SERIES ® e o a ® SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED 9 30 2Q 2H 2F 4Q 4H 4F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1812-SAM 15 STRIP SERIES SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED 257 30 EST LCS RCS CST SST WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1812-SAM 5 SERIES MPR (0 © SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED 18 30 QH WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH Q F SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1812-SAM 8 SERIES MPR a q O SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED 2 30 F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH H SEAL-A-MATIC CHECK VALVE. ® ® ® 10 RAIN BIRD 1812-SAM ADJ 4 6 8 10 SHRUB SPRAY 12" POP-UP SPRINKLER WITH CO -MOLDED 638 30 12 15 18 WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH 12 15 18 SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM SQ SERIES ® ® O p SHRUB SPRAY 6" POP-UP SPRINKLER WITH CO -MOLDED 24 30 2Q 2H 2F 4Q 4H 4F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. ON FIXED RISER. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 5 SERIES MPR d 0 (D SHRUB SPRAY 6" POP-UP SPRINKLER WITH CO -MOLDED 62 30 Q H F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. ON FIXED RISER. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 8 SERIES MPR SHRUB SPRAY 6" POP-UP SPRINKLER WITH CO -MOLDED 30 022TqH WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. ON FIXED F RISER. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1806-SAM 10 SERIES MPR �a �� SHRUB SPRAY 6" POP-UP SPRINKLER WITH CO -MOLDED 1 30 Q T H F WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. ON FIXED RISER. WITH SEAL-A-MATIC CHECK VALVE. RAIN BIRD 1800-1400 FLOOD 1401 ® ® 0 FIXED FLOW RATE (0.25-2.OGPM), FULL CIRCLE BUBBLER, 178 30 1401 1402 1404 1408 1 /2\\" F I PT. _& <> " XX RAIN BIRD 1812-SAM-5 SERIES STREAM 5CST-B 192 30 CST Q H F STREAM BUBBLER 12" POPUP WITH CHECK VALVE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW 71 OPERATING CAPABILITY, GLOBE CONFIGURATION. LANDSCAPE PRODUCTS INC. BBV �I 1/2", 3/4", 1", 1-1/4", 1-1/2", 2", 2-1 /2", 3" FULL PORT BRASS 7 BALL VALVE. RAIN BIRD 300-BPES GLOBE 3" IS 3" BRASS MASTER VALVE, WITH GLOBE CONFIGURATION. 1 WITH A PATENTED NYLON SCRUBBER RAIN BIRD ESPLXIVMP 240 STATION, 2-WIRE CONTROLLER W/ SMART VALVE TECHNOLOGY. (1) ESPLXIVMP 240-STATION, INDOOR/OUTDOOR, PLASTIC WALL -MOUNT ENCLOSURE. ED SYSTEM REQUIREMENTS: RAIN BIRD LXIVM-XXX - 1 INTEGRATED VALVE MODULES & 2-WIRE DEVICES. USE PAIGE ELECTRIC CABLE P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND SYSTEM W/ (X) LXIVMSD SURGE DEVICE IN RAIN BIRD ROUND VALVE BOXES. INSTALL PER MANUFACTURERS RECOMMENDATIONS. RAIN BIRD FD-101TURF FIELD DECODER FOR TWO -WIRE SYSTEM. INSTALL IN FDA VALVE BOX FOR VALVE. OPERATES ONE VALVE/SOLENOID. 1 USE LINE SURGE PROTECTION AS PER MANUFACTURERS DIRECTIONS. RAIN BIRD LSP-1TURF LINE SURGE PROTECTION DECODER DIRECTLY TO THE 10 GROUND ROD OR GROUND PLATE RAIN BIRD RSD-BEX RAIN SENSOR, WITH METAL LATCHING BRACKET, 1 EXTENSION WIRE. 20HP IRRIGATION PUMP 20HP IRRIGATION CRAFT IRRIGATION PUMP IRRIGATION CRAFT HORIZONTAL PUMP WITH END SUCTION, FLOW METER, APPROPRIATE IRON REMOVAL TECHNOLOGY & VFD. DRIVEN BY A IRRIGATION CRAFT © 20HP PREMIUM EFFICIENCY, TEFC ENCLOSED, 3 PHASE 1 MOTOR HOUSED IN FIBERGLASS ENCLOSURE WITH INTEGRATED CONTROLLER. POWER SOURCE TO BE 3 PHASE, 460/480V 60HZ. LOAD PRESENTED: 24AMPS. CRITICAL OUTPUT OF 200 GPM AT 75 PSI AT 80% CAPACITY. CONTACT BOB BRAMAN AT IRRIGATION CRAFT W POINT OF CONNECTION 4" 1 4" FEED FROM ON -SITE WELL IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 ONLY THOSE LATERAL LINES SIZED 1-1/4" AND LARGER 37,992 L.F. ARE LABELED WITH ALL OTHER LATERAL LINES BEING 1" IN DIAMETER. IRRIGATION MAINLINE: PVC SCHEDULE 40 4,469 L.F. PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL BE AT MINIMUM TWICE THE DIAMETER OF THE 1,564 L.F. IRRIGATION PIPE IT IS TO ENCASE, AND ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH. Valve Callout # Valve Number �$" # Valve Flow Valve Size CRITICAL ANALYSIS Generated: 2022-03-18 14:45 P.O.C. NUMBER: 01 Water Source Information: 4" FEED FROM ON -SITE WELL FLOW AVAILABLE Point of Connection Size: 4" Flow Available 293.82 GPM PRESSURE AVAILABLE Static Pressure at POC: 0.00 PSI Booster Pump pressure provided: 75.00 psi Pressure Available: 75.00 psi DESIGN ANALYSIS Maximum Multi -valve Flow: 200 GPM Flow Available at POC: 293.82 GPM Residual Flow Available: 93.82 GPM Critical Station: 2 Design Pressure: 30 PSI Friction Loss: 2.66 PSI Fittings Loss: 0.27 PSI Elevation Loss: 0 PSI Loss through Valve: 4.8 PSI Pressure Req. at Critical Station: 37.73 PSI Loss for Fittings: 1.34 PSI Loss for Main Line: 13.41 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.7 PSI Critical Station Pressure at POC: 55.18 PSI Pressure Available: 75 PSI Residual Pressure Available: 19.82 PSI WATERING SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 RAIN BIRD PEB TURF SPRAY 1.29 in/h 0.85 40 1,446 723.1 2 RAIN BIRD PEB TURF SPRAY 1.39 in/h 0.85 37 1,562 781.0 3 RAIN BIRD PEB TURF SPRAY 1.36 in/h 0.85 38 1,574 787.0 4 RAIN BIRD PEB SHRUB SPRAY 1.88 in/h 0.75 24 1,296 648.2 5 RAIN BIRD PEB SHRUB SPRAY 1.76 in/h 0.75 26 1,420 710.1 6 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 736 368 7 RAIN BIRD PEB TURF SPRAY 0.81 in/h 0.85 63 2,610 1,305 8 RAIN BIRD PEB TURF SPRAY 1.63 in/h 0.85 32 1,090 544.8 9 RAIN BIRD PEB TURF SPRAY 0.87 in/h 0.85 59 1,864 931.9 10 RAIN BIRD PEB TURF SPRAY 1.15 in/h 0.85 45 2,120 1,060 11 RAIN BIRD PEB SHRUB SPRAY 1.65 in/h 0.75 28 1,367 683.4 12 RAIN BIRD PEB SHRUB SPRAY 1.67 in/h 0.75 27 1,084 542.0 13 RAIN BIRD PEB TURF SPRAY 1.1 in/h 0.85 47 1,507 753.3 14 RAIN BIRD PEB TURF SPRAY 1.15 in/h 0.85 45 2,355 1,177 15 RAIN BIRD PEB TURF SPRAY 1.45 in/h 0.85 36 1,345 672.3 16 RAIN BIRD PEB BUBBLER 1.62 in/h 1.25 47 2,207 1,103 17 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 621 310.5 18 RAIN BIRD PEB TURF SPRAY 1.24 in/h 0.85 42 1,745 872.4 19 RAIN BIRD PEB SHRUB SPRAY 1.79 in/h 0.75 26 1,252 626.2 20 RAIN BIRD PEB TURF SPRAY 1.25 in/h 0.85 41 2,005 1,002 21 RAIN BIRD PEB SHRUB SPRAY 1.48 in/h 0.75 31 1,201 600.6 22 RAIN BIRD PEB TURF SPRAY 1.14 in/h 0.85 45 1,878 939.0 23 RAIN BIRD PEB TURF SPRAY 1.18 in/h 0.85 44 2,296 1,148 24 RAIN BIRD PEB SHRUB SPRAY 1.7 in/h 0.75 27 1,292 646.0 25 RAIN BIRD PEB TURF SPRAY 0.82 in/h 0.85 63 3,450 1,725 26 RAIN BIRD PEB SHRUB SPRAY 1.72 in/h 0.75 27 1,313 656.6 27 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 897 448.5 28 RAIN BIRD PEB TURF SPRAY 0.79 in/h 0.85 65 3,210 1,605 29 RAIN BIRD PEB SHRUB SPRAY 1.6 in/h 0.75 29 1,327 663.7 30 RAIN BIRD PEB TURF SPRAY 0.94 in/h 0.85 55 2,484 1,242 31 RAIN BIRD PEB TURF SPRAY 1.38 in/h 0.85 37 1,552 775.8 32 RAIN BIRD PEB SHRUB SPRAY 1.69 in/h 0.75 27 1,349 674.3 33 RAIN BIRD PEB SHRUB SPRAY 1.58 in/h 0.75 29 1,187 593.6 34 RAIN BIRD PEB TURF SPRAY 1.24 in/h 0.85 42 1,647 823.6 35 RAIN BIRD PEB TURF SPRAY 1.03 in/h 0.85 50 2,216 1,108 36 RAIN BIRD PEB SHRUB SPRAY 1.69 in/h 0.75 27 1,035 517.6 37 RAIN BIRD PEB TURF SPRAY 1.19 in/h 0.85 43 1,926 962.9 38 RAIN BIRD PEB TURF SPRAY 1.05 in/h 0.85 49 2,337 1,169 40 RAIN BIRD PEB SHRUB SPRAY 1.84 in/h 0.75 25 1,108 554.2 41 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 644 322 42 RAIN BIRD PEB TURF SPRAY 0.98 in/h 0.85 52 2,031 1,016 43 RAIN BIRD PEB SHRUB SPRAY 1.68 in/h 0.75 27 1,033 516.4 44 RAIN BIRD PEB TURF SPRAY 1.06 in/h 0.85 49 2,238 1,119 45 RAIN BIRD PEB TURF SPRAY 1.1 in/h 0.85 47 2,109 1,055 46 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 414 207 47 RAIN BIRD PEB TURF SPRAY 0.96 in/h 0.85 54 2,698 1,349 48 RAIN BIRD PEB TURF SPRAY 0.97 in/h 0.85 53 2,847 1,423 49 RAIN BIRD PEB SHRUB SPRAY 1.54 in/h 0.75 30 1,378 688.8 50 RAIN BIRD PEB TURF SPRAY 0.84 in/h 0.85 61 2,918 1,459 51 RAIN BIRD PEB SHRUB SPRAY 1.89 in/h 0.75 24 1,092 545.8 52 RAIN BIRD PEB TURF SPRAY 1.04 in/h 0.85 49 2,268 1,134 53 RAIN BIRD PEB TURF SPRAY 0.83 in/h 0.85 62 3,150 1,575 54 RAIN BIRD PEB SHRUB SPRAY 1.69 in/h 0.75 27 1,407 703.5 55 RAIN BIRD PEB TURF SPRAY 0.96 in/h 0.85 53 2,743 1,371 56 RAIN BIRD PEB SHRUB SPRAY 1.49 in/h 0.75 31 1,495 747.3 57 RAIN BIRD PEB SHRUB SPRAY 1.31 in/h 0.75 35 1,126 563.1 58 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 230 115 59 RAIN BIRD PEB TURF SPRAY 0.82 in/h 0.85 63 2,788 1,394 60 RAIN BIRD PEB SHRUB SPRAY 1.22 in/h 0.75 37 1,709 854.3 61 RAIN BIRD PEB TURF SPRAY 0.83 in/h 0.85 62 2,970 1,485 62 RAIN BIRD PEB TURF SPRAY 0.92 in/h 0.85 56 2,434 1,217 63 RAIN BIRD PEB BUBBLER 3.4 in/h 1.25 23 552 276 64 RAIN BIRD PEB TURF SPRAY 1.09 in/h 0.85 47 2,051 1,025 65 RAIN BIRD PEB TURF SPRAY 1.0 in/h 0.85 52 2,448 1,224 66 RAIN BIRD PEB TURF SPRAY 0.87 in/h 0.85 59 3,275 1,637 67 RAIN BIRD PEB TURF SPRAY 0.96 in/h 0.85 54 2,489 1,245 68 RAIN BIRD PEB BUBBLER 1.42 in/h 1.25 53 1,975 987.4 69 RAIN BIRD PEB TURF SPRAY 0.93 in/h 0.85 55 2,700 1,350 70 RAIN BIRD PEB SHRUB SPRAY 1.76 in/h 0.75 26 1,161 580.4 71 RAIN BIRD PEB SHRUB SPRAY 1.68 in/h 0.75 27 1,263 631.6 r- TOTALS: 2,824 1124,545 62,272 r^'7 J d N-y O Q p U 02` W J J to o M M ,c U U u Q oLoa Q J � ` -too L U_ ^ Cn U ¢1)r °' ._ O 3 __3 L N J Q z O U� z = 00 O* U) D N N 0 QD U) a w o o ° 0 o Of a U) CC OO C� c N E cu a. -0 O L. N o W U) O NLL � U � W a �Q N O �Z O LL N Sheet Description IRRIGATION DETAILS & SCHEDULE Release Date 02-16-22 Project Number 2129 Drawing Number L�306 Sheet 7 of 9 8'-0"to12'-01' 1" PVC electrical conduit and sweep for earth ground. Rectangular valve # 6 AWG bare copper box with locking lid. wire. Grounding rod clamp. Water proof wire connectors. Controller wires with 24" min. expansion " x 8' - 0" copper curls. grounding rod. Finished grade. Pavement. Finished grade. t welded wire mesh. a � d - - m Four (4) 4" x 8" bricks, s 3 a c - E _ e N Direct burial (low voltage) T TE 7T m 11 =irrigation controller wires. Three (3) 4" x bricks. Notes: 1- All grounding requirements for controllers shall conform to local el c tric codes. 2- Grounding rod shall not be located in the some trench as the irrigation mainlines or lateral lines. 3- Valve box shall be wrapped with a minimum 3 mil thick plastic and secured to the valve box using duct tape or electrical tape. 4- Install groundin rod per the controller manufacturer's specifications and recommendations. G RO�J N D I N G ROD "a"" "� w'"p""°" o USE 1 aveti sarace � To use 1 1/2" = V-0" FX-IR-FX-AUXEQ-01 VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS. J BOX 10X15 STANDARD BOX. � f I=1 I I—III—III—� Q llill11111 LOOP, BUNDLE, AND LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS. 1/2" WIRE CLOTH GOPHER �— PROTECTION SCREEN, WRAP 6" UP SIDES. TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON EACH SIDE OF BOX. WIRE BUNDLE JUNCTION BOX SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. WIRES TO CONTROLLER MAIN LINE AS OCCURS. 1 1/2" = 1'-O" FX-IR-FX-BACK-03 1 RA.'N BIRD-SP-LX^ Two-wRE COr.T:R L-H STAINLESS _---, - CA?IN- -_. 1 C0N k__-_ PAD; 2' x2' x - v MINIMUM. x cs i 3 'r INISI-. GRADE 4" 120V PC)Ai-K SUPPLY G CIF! RECEIVABLE !NSTAI LED IN VFTA.. CABINE INCOMING 2 RGIECTED '"NIT, IX ERMAIIC MOEEI- AG2^01" ©# 6 C0-FIER OROJNC WIRC TO GROUNDING 01RID 7 7' COMPACTED SUD-GRADE 5 - \� - �� 6 - 6 5���. 4 5�i_EP 9 MAXICAPI E TW0-WIRE PAIR �� ESP-LXD TWO -WIRE DECODER CONTROLLER NTS ESP-LXD TWO -WIRE DECODER CONTROLLER 62 0205.03-19 SET HEAD 1" ABOVE SHRUBLINE. ABUTTING SHRUBLINE 6" POP UP HEAD. FENCE OR WALL. I 4" CURB OR WALK. PVC SCH 80 RISER. I C I-1 � I —I � I —III a I I —III —I � I • • w .III =1 I I RISER STRAIGHT III —I � 1=1 I a OFF OF LATERAL -� I I —III —III —III —I 0 WHERE OCCURS. 30 = PVC THREAD THREAD w COUPLER. m 0 PVC LATERAL KBI FR-500-4 LINE. 4" FLEX RISER. z 2 PVC SUP SLIP E. PVC SUP THREAD ELL. NIPPLE AS REQUIRED. SHRUB POP-UP SPRAY ON FIXED RISER 3" = V-0" DETAIL -FILE a 0 0 = Juj 0 wo = 0- oU SERVICE SIDE. Qa 4 " MAIN LINE, SIZE AS PER PLANS. CONCRETE THRUST BLOCKS, 90 LBS. OF CONCRETE EACH. REDUCED PRESSURE BACKFLOW DEVICE Note: 1- Valve boxes shall be located in planting areas. Pavement. 2- Splices shall only be made at electrical pull boxes. 3- Low voltage wires under roadways must be in continuous conduit with 90' Sch. 40 PVC sweeps terminating in pull boxes. 4- All wire connections shall be made using DBR/Y-6 connectors or approved equal. 5- Valve box shall be wrapped with minimum 3 mil. thick plastic and secure it using duct tape or electrical tape. ELECTRICAL PULL BOX (LOW VOLTAGE) `" MSO�°` FRI UM 2 aveN source n+ee To use \ 1 1/2" = V-0" FX-IR-FX-AUXEQ-08 REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED. GALVANIZED NIPPLES AND ELL AS REQUIRED. IF GALVANIZED UNIONS AT EACH SIDE. GALVANIZED RISERS. Fir GALVANIZED ELL AND NIPPLE, TYPICAL EA. SIDE. PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE. FX-IR-FX-BACK-03 2 1 2 i - - 3 4 4 - - 6 -10 s 3 5 6 8 7 9 N. 7 7 6_ - 9.,, 10 2 - 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. Pavement. Finished grade. m m E 9 c m BE c c Non -pressurized line (lateral line). JX- Direct burial low voltage control wires. Detectable locator tape. NOTES: 1- See irrigation legend for mainline and lateral line pi>sizeande. 2- Direct burial control wires shall be installed in Sch. 40 PVC electrica onduit if srequired., line (mainline). 3- 2-wire irrigation wire shall be installed in Sch. 40 PVC electrical conduit. Presurized Il 4- Detectable locator tape shall be located six inches (6") above the entire mainline run. IRRIGATION TRENCHING " " SO RM FRae USIE 3 ave" souxe � ro use 1 1/2" = 1'-0" FX-IR-FX-AUXEQ-08 ISOLATION BALL VALVE -_ AS SPECIFIED, SAME -III SIZE AS MAIN LINE. = SCHEDULE 80 y1' THREADED NIPPLE AS REQUIRED. I ADAPTER. PVC MAIN LINE. -I TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. TRUE UNION BALL ISOLATION VALVE 1 1/2" = V-0" NOTE. 1. COIL AN ADDITIONAL 3-FEET OF TWO -WIRE CABLE IN VALVE BOX FOR EASY SERVICING ELECTRIC REMOTE -CONTROL VALVE ��LSP-1TURF GROUND DETAIL 13 "Ts PEB OR PESB SERIES WITH IVM-SOL 7 ri NTS INSTALL ASSEMBLY w 1" TO 1 1 /2"ABOVE FINISHED GRADE. 0 0 m DO NOT USE SIDE INLET. - HIGH POP HEAD. z 1/2" MARLEX STREET ELL. 3 BARB ELL X MIP- 04 1/2" MARLEX - STREET ELL. 4" TO CURB WALK. LATERAL J I UNE. JII PVC TEE (SXSXT) OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY 3" = 1'-0" FX-IR-FX-HEAD-09 Notes: 1- All irrigation fittings shall be Sch. 40 PVC unless specified otherwise. 2- All threaded connections from Sch. 40 to Sch. 80 PVC shall be made using teflon tape. 3- Contractor shall settle the orec around the bubbler and edge of the root ball so that all irrigation flows through the root PLAN VIEW ball. SET BOX FLUSH TO GRADE. �" eanvr c1nllcu 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR VALVE BOX. REMOTE CONTROL VALVE, ONE PER BOX: PLASTIC I.D. TAG AT EACH VALVE. Z5 1v Anal rnllrvv. I� ... I—i„ 3IT 0 45 DOWN AS� / I mREQ. TO LATERAL /$ PIPE DEPTH. r 0 a G a I II� 00 ODp ,pp U 000 c INCREASE LATERAL O O < O O LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. 6" THICK LAYER OF PEA GRAVEL. SCHEDULE 80 RISER. MAIN LINE. ELECTRIC REMOTE CONTROL VALVE FX-IR-FX-RCV-04 wJ 1 1/2" = 1'-0" 01 TWO -WIRE CABLE OZ WATERPROOF SPLICE CONNECTION RAIN BIRD WC20 (TWO REQUIREFI) O ID TAG G REMOTE CONTROL VALVE: RAIN BIRD PEB/PESB/PESB-R WITH IVY -SQL G VALVE BOX WITH COVER: RAIN BIRD VB-STD FINISH GRADE/TOP OF MULCH G PVC SCH 80 CLOSE NIPPLE PVC SCH 80 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 80 ELL 13 PVC SCH 80 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 15 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SECTION VIEW 3/4" = V-0" 0 9 3 O m TURF POP UP HEAD. — z 1/2" MARLEX STREET ELL. N BARB ELL X MIPT. � 1/2" MARLEX STREET ELL. 77 L PVC TEE (SXSXT) OR ELL. LATERAL LINE. FX-IR-FX-RCV-04 5% relative compaction per civil engineer's plans. eeve under paving. Install 3surized mainline. Bundle -e than 50% of pipe diameter. under paving to be two iter of the pressurized line, sleeve under paving to s diameter of the lateral line. Notes: 1- See irrigation legend for mainline size an3' 6. 2- All sleeves shall be Sch. 40 PVC pipe. 3- All sleeves shall extend 12" beyond the edge of pavement. 4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall run continuously from the end of the eI to f�fiPt'e NEATH PAVEMENT "O SO '°" 014 4 oven SOURCE � ro use 1 1/2" = 1'-0" FX-IR-FX-AUXEQ-05 4" TO CURB WALK. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. TURF SPRAY FLEX ASSEMBLY 3" = V-0" Pressure compensating bubbler shall be set 1" above finished grade. (See irrigation legend for make and model). Swing joint. See detail. Finished grade. Sch. 40 PVC 90' elbow slip to thread. Lateral line irrigation. (See irrigation plans for sizing). Edge of root ball. Settle backfill so that irrigation flows through the root ball. Edge of root ball Existing or modified soil. (See specifications for soil modification). Swing joint. See detail. Sch. 40 PVC 90' elbow slip to thread. Sch. 40 PVC Tee or 90' elbow. Lateral line irrigation. (See irrigation plans for sizing). URBAN TREE FOUNDATION ® 2014 OPEN SOURCE FREE TO USE FX-IR-FX-BUBB-04 ROOT BALL SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. 2" DIAMETER CONTROLLER AS SPECIFIED. — RIGID STEEL CONDUIT SECURELY BOLT CONTROLLER FOR RCV WIRES. TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. w GROUND AS PER MFG. SPECIFICATIONS. 0 u.i 3 12"X12"X4" STEEL 1/2" DIAMETER RIGID JUNCTION BOX. STEEL CONDUIT FOR GROUP WIRE BUNDLES 110 VAC ELECTRICAL AND SPLICE TO 18 GA. SOURCE. INSTALL AS WIRES WITH TERMINAL PER LOCAL ELECTRICAL STRIP PER CODES. = SPECIFICATIONS. 3 w�0 �> FINISHED GRADE. LONG SWEEP ELL - --1 -111-1 - - �`� I -_ -111-_I1I - I 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. USE PVC SCH. 40 BELOW GRADE. WALL MOUNT CONTROLLER 1" = V-0" FX-IR-FX-CONT-08 FX-IR-FX-HEAD-05 SLIP -THREAD ADAPTER ILER NOZZLE AS SPECIFIED. -3" ABOVE GRADE. WATER WELL AS PER PLANTING DETAIL. III11 II1=1II- i-FINISHED GRADE w 9 1/2- IPS FLEX HOSE WITH 0 PVC FLEX GLUE AND PRIMER. 3 LENGTH AS REQUIRED. PCV LATERAL LINE. m PVC SUP -THREAD N ADAPTER. 36"t BUBBLER ON FLEX HOSE RISER 3" = 1'-0" FX-IR-FX-HEAD-13 19 ESP-LXIVM/PRO TWO -WIRE CONTROLLER IN PLASTIC CABINET Q RETNNNG WALL PLANTM SOL (TYP') O CLASS 200 PVC SLEEVE (MORTAR AROUND SLEEVE) O PVC LATERAL OR MANIM O CONCRETE FOOTING © GALV. METAL FLASHING O 80DRAIN 9120 BY A27(0 IND. SYSTEM ASHVILLE, N.C. ® PROTECTION BOARD OVER TREMCO TREMPROOF BW W.P. O SUPOWOP WATERSTOP BY MAMECO NOTE • ALL PLANTER WALLS SHALL HAVE PARGE COATING PRIOR TO APPLICATION OF WATERPROOF MEMBRANE • COORDINATE SLEEVE INSTALLATWHS WITH G.C. WATERPROOFING CONTRACTOR. AND WALL CONTRACTOR. ALL PENETRATIONS MLIST BE WATER PROOF. Q PLANTER SLEEVM (:DTWO-WIRE CONTROLLER: RAIN BIRD ESP-LXIVM/PRO IN PLASTIC CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS, O2 JUNCTION BOX 0 1 -INCH CONDUIT AND FITTINGS FOR POWER SUPPLY WIRE ll� 2-INCH CONDUIT AND FITTINGS FOR TWO -WIRE CABLE O MAXICABLE TWO -WIRE PATH TO FIELD DEVICES USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH. © 1 -INCH CONDUIT AND FITTINGS FOR GROUND WIRE. ONLY FOR OUTDOOR INSTALLATIONS. NOTES: 1. ESP-LXNM CONTROLLER IS AVAILABLE IN TWO MODELS. THE LXIVM WITH 60 STATIONS AND THE LXIVM-PRO WITH 240 STATIONS. REFER TO THE CHART BELOW FOR DIFFERENCES BETWEEN THE TWO MODELS. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IF CONTROLLER IS MOUNTED INDOORS, USE POWER SUPPLY GROUND. KEY SPECIFICATIONS z N FEATURE to z m � rn O ¢ z C7 N ) z W N MO� L 0 X = Q 1rL Q o 1IS�Ql N < LL > _X-IVM 1016018 5 514 LX-IVM PRO 140pq1611011018 N r ..� M J Q N — y 0 O Q U p c L`I CIO U J (D LO - _J M o M M t J U U � ai CO �u*)v 00 (D a0 0 Q I o c J "t to O L- L . r in � I 4, (D v c ' LO U ¢0)L N o F-' �4_ 3 U V) = L N J Q co Z O W Lf) ZLr) O a� �g W c� Z) 04 N It- 9 m 0 o it -2 C °o N 0 ;B Q) O a Q O � TO'� V E (� H O L /UJ >/ L VJ O W cli C_ L^L W N � Z WO LL N Sheet Description IRRIGATION DETAILS & SCHEDULE Release Date 02-16-22 Project Number 2129 Drawing Number L-307 Sheet 8 of 9 WIRING MAXICABLE (TWO WIRE) CABLE NOTES 1. ALL TWO WIRE SHALL BE RAINBIRD 14 GAUGE MAXICABLE, EACH 2 WIRE LEG SHALL HAVE A MAXICABLE OF A DIFFERENT COLOR. 2. ALL TWO WIRE SHALL BE ENCASED IN 1.5" SCH 40 CONDUIT. 3. CONTROLLER TO HAVE (2) TWO WIRE LEGS. ONE IN EACH DIRECTION. 4. DECODERS: EACH ZONE VALVE SHALL HAVE (1) "FD-101 TURF DECODER". FLOW SENSOR SHALL HAVE (1) "SD-201 TURF DECODER INSTALLED PER DETAIL. MAXICABLE SHALL HAVE (1) LINE SURGE PROTECTION "LSP 1TURF" FOR EVERY 500 FT OR 8 DECODERS, WHICHEVER COMES FIRST. 5. ALL SPLICE AND VALVE BOXES, CONTRACTOR SHALL LEAVE AN ADDITIONAL 24 INCHES OF LOOSE WIRE (MEASURED FROM TOP OF VALVE BOX) ROLLED UP TO THE SIDE OF VALVE BOX. ALL THREE-WAY SPLICES TO BE COMPLETED IN A RAINBIRD VB-STD. 6. PORTIONS OF MAINLINE WITH NO MAXICABLE RUNNING BESIDE IT, CONTRACTOR SHALL RUN 14 GAUGE TRACER WIRE ALONGSIDE MAINLINE AND END IN CLOSEST VALVE BOX. TAG BOTH ENDS OF TRACER WIRE WITH "NTW" AND SEAL WIRE ENDS WITH GREASE CAPS. Controller and pump station Control Panel grounding - Contractor to utilize 4"x8"x5/8" copper grounding plates, 5/"x10' copper clad grounding rods, 'One Strike' CAD wells at all connection points, #6 insulated copper wire, and earth contact material. Install these and other required components as outlined in the detail. Contractor to verify that the earth to ground resistance does not exceed 10 ohms. Contractor shall provide a written certification, on a licensed electrical contractors letter head, showing the date of the test, controller/pump location, and test results. Each controller/pump shall be so grounded an tested. Each component must have its own separate ground grid, unless they are sitting side by side, in which case up to two controllers can share a common grounding grid. LAYOUT Lay out irrigation system mainlines and lateral lines. Make the necessary adjustments as required to take into account all site obstructions and limitations prior to excavating trenches. Stake all sprinkler head locations. Adjust location and make the necessary modifications to nozzle types, etc. required to ensure 100% head to head coverage. Refer to the Edge of Pavement Detail on the Irrigation Detail sheet. Spray heads shall be installed 4" from sidewalks or curbed roadways and 12" from uncurbed roadways and building foundations. Rotors shall be installed 4" from sidewalks or curbed roadways, 12" from building foundations, and 36" from uncurbed roadways. Shrub heads shall be installed on 2" Sch 40 PVC risers. The risers shall be set at a minimum of 18" off sidewalks, roadway curbing, building foundations, and/or any other hardscaped areas. Shrub heads shall be installed to a standard height of 2" above maintained height of plants and shall be installed a minimum of 6" within planted masses to be less visible and offer protection. Paint all shrub risers with flat black or forest green paint, unless irrigation system will utilize reuse water; in this case the risers shall be purple PVC and shall not be painted. Locate valves prior to excavation. Ensure that their location provides for easy access and that there is no interference with physical structures, plants, trees, poles, etc. Valve boxes must be placed a minimum of 12" and a maximum of 15" from the edge of pavement, curbs, etc. and the top of the box must be 2" above finish grade. No valve boxes shall be installed in turf areas without approval by the irrigation designer - only in shrub beds. Never install in sport field areas. VALVES Sequence all valves so that the farthest valve from the POC operates first and the closest to the POC operates last. The closest valve to the POC should be the last valve in the programmed sequence. Adjust the flow control on each RCV to ensure shut off in 10 seconds after deactivation by the irrigation controller. Using an electric branding iron, brand the valve ID letter/number on the lid of each valve box. This brand must be 2"-3" tall and easily legible. EQUIPMENT All pop-up heads and shrub risers shall be pressure compensating. All pop-up heads shall be mounted on flex -type swing joints. All rotors shall be installed with PVC triple joints unless otherwise detailed. All sprinkler equipment, not otherwise detailed or specified on these plans, shall be installed as per manufacturer's recommendations and specifications, and according to local and state laws. TRENCHING Excavate straight and vertical trenches with smooth, flat or sloping bottoms. Trench width and depth should be sufficient to allow for the proper vertical and horizontal separation between piping as shown in the pipe installation detail on the detail sheet. Protect existing landscaped areas. Remove and replant any damaged plant material upon job completion. The replacement material shall be of the same genus and species, and of the same size as the material it is replacing. The final determination as to what needs to be replaced and the acceptability of the replacement material shall be solely up to the owner or owner's representative. INSTALLATION Solvent Wld Pipe: Cut all pipe square and deburr. Clean pipe an fittings of foreign material; then apply a small amount of primer while ensuring that any excess is wiped off immediately. Primer should not puddle or drip from pipe or fittings. Next apply a thin coat of PVC cement; first apply a thin layer to the pipe, next a thin layer inside the fitting, and finally another very thin on the pipe. Insert the pipe into the fitting. Insure that the pipe is inserted to the bottom of the fitting, then urn the pipe a a turn and hold for 10 seconds. make sure that the pipe doesn't recede from the fitting. If the pipe isn't at the bottom of the fitting upon completion, the glue joint is unacceptable and must be discarded. Pipes must curwe a minimum of 30 minutes prior to handling and placing into trenches. A longer curing time may be required; refer to the manufacturer's specifications. The pipe must cure a minimum of 24 hous prior to filling with water. BACK FILL The back fill 6" below, 6" above, and around all piping shall be clean sand and anything beyond that in the trench can be of native material but nothing larger than 2" in diameter. All piping and excavations shall be backfilled and compacted to a density of 95% modified Proctor, or greater. Main line pipe depth measure to the top of pipe shall be: 24" minimum for 4" - 21" PVC with a 30" minimum at vehicular crossings; 30" minimum for 3" & 4" PVC with a 36" minimum at vehicular crossings. Lateral line depths measure to top of pipe shall be: 18" minimum for 2" - 3" PVC with a 30" minimum at vehicular crossings; 24" minimum for 4" PVC and above with a 30" minimum at vehicular crossings. Contractor shall backfill all piping, both mainline and laterals, prior to performing any pressure tests. The pipe shall be backfilled with the exception of 2' on each side of every joint (bell fittings, 90's, tees, 45's, etc). These joints shall not be backfilled until all piping has satisfactorily passed its appropriate pressure test as outlined below. FLUSHING Prior to the placement of valves, flush all mainlines for a minimum of 10 minutes or until lines are completely clean of debris, whichever is longer. Prior to the placement of heads, flush all lateral lines for a minimum of 10 minutes or until lines are completely clean of debris, whichever is longer. Use screens in heads and adjust heads for proper coverage avoiding excess water on walks, walls and paving. TESTING Schedule testing with Owner's Representative a minimum of three (3) days in advance of testing. Mainline: Remove all remote control valves and cap using a threaded cap on SCH 80 nipple. Hose bibs and gate valves shall not be tested against during a pressure test unless authorized by written permission from the owner. fill mainline with water and pressurize the system to 125 PSI. Monitor the system pressure at two gauge locations; the gauge locations must be at opposite ends of the mainline. With the same respective pressures, monitor the gauges for two hours. There can be no loss in pressure at either gauge for solvent -welded pipe. If these parameters are exceeded, locate the problem; repair it; wait 24 hours and retry the test. This procedure must be followed until the mainline passes the test. Lateral lines: The lateral lines must be fully filled to operational pressure and visually checked for leaks. Any leaks detected must be repaired. Operational Testing - Once the mainline and lateral lines have passed their respective tests, and the system is completely operational, a coverage test and demonstration of the system is required. The irrigation contractor must demonstrate to the owner, or his/her representative, that proper coverage is obtained and the system works automatically from the controller. This demonstration requires each zone to be turned on, in the proper sequence as shown on the plans, from the controller. Each zone will be inspected for proper coverage and function. The determination of proper coverage and function is at the sole discretion of the owner or owner's representative. Upon completion of the operational test, run each zone until water begins to puddle or run off. This will allow you to determine the number of irrigation start times necessary to meet the weekly evapotranspiration requirements of the planting material in each zone. In fine sandy soils, it is possible no puddling will occur. If this is experienced, then theoretical calculations for run times will be required for controller programming. SUBMITTALS Pre -Construction: Deliver five (5) copies of submittals to Owner's Representative within ten (10) working days from date of Notice to Proceed. Furnish information in 3-ring binder with table of contents and index sheet. Index sections for different components and label with specification section number and name of component. Furnish submittals for components on material list. Indicated which items are being supplied on catalog cut sheets when multiple items are shown on one sheet. Incomplete submittals will be returned without review. in lieu of hardcopies, an electronic package in PDF format can be submitted. After project completion: As a condition of final acceptance, the irrigation contractor shall provide the owner with: 1. Irrigation As-builts - shall be provided accurately locating all mainlines, sleeves, remote control valves, gate valves, independent wire runs, wire splice boxes, controllers, high voltage supply sources/conduit path, control mechanisms, sensors, wells and water source connections. All mainline and independent runs of wire shall be located every 30' for straight runs and at every change of direction. Sleeves will be located at end points and every 20' of length. All underground items shall include depth in inch format. 2. Controller charts - Upon completion of "as -built" prepare controller charts; one per controller. Indicate on each chart the area controlled by a remote control valve (using a different color for each zone). This chart shall be reduced to a size that will fit inside the controller door. The reduction shall be hermetically sealed inside two 2ml pieces of clear plastic. 3. Grounding Certification - Provide ground certification results for each controller and pump panel grounding grid installed. This must be on a licensed electrician letter head indication location tested (using IR plan symbols), date, time, test method and testing results. INSPECTIONS AND COORDINATION MEETINGS REQUIRED - Contractor is required to schedule, perform, and attend the following, and demonstrate to the owner and/or owners representative to their satisfaction, as follows: 1. Pre -construction meeting - Designer and contractor to review entire install process and schedule with owner/general contractor. 2. Mainline installation inspection(s) - All mainline must be inspected for proper pipe, fittings, depth of coverage, backfill and installation method. 3. Mainline pressure test - All mainline shall be pressure tested according to this design's requirements. 4. Flow meter calibration - All flow meters must be calibrated. Provide certified calibration report for all flow meters. 5. Coverage and operational test 6. Final inspection 7. Punch list inspection FINAL ACCEPTANCE Final acceptance of the irrigation system will be given after the following documents and conditions have been completed and approved. Final payment will not be released until these conditions are satisfied. 1.All above inspections are completed, documented, approved by owner. 2.Completion and acceptance of 'as -built' drawings. 3. Acceptance of required controller charts and placement inside controllers. 4. All other submittals have been made to the satisfaction of the owner. GUARANTEE: The irrigation system shall be guaranteed for a minimum of one calendar year from the time of final acceptance. MINIMUM RECOMMENDED IRRIGATION MAINTENANCE PROCEDURES 1. Every irrigation zone should be checked monthly and written reports generated describing the date(s) each zone was inspected, problems identified, date problems repaired, and a list of materials used in the repair. At minimum, these inspections should include the following tasks: A. Turn on each zone from the controller to verify automatic operation. B. Check schedules to ensure they are appropriate for the season, plant and soil type, and irrigation method. Consult an I.A. certified auditor for methods used in determining proper irrigation scheduling requirements. C. Check remote control valve to ensure proper setting, if present. D. Check setting on pressure regulator it verify proper setting, if present. E.Check flow control and adjust as needed; ensure valve closure within 10-15 seconds after deactivation by controller. F. Check for leaks - mainline, lateral lines, valves, heads, etc. G. Check all heads as follows: 1. Proper set height (top of sprinkler is 1" below mow height 2. Verify head pop-up height - 6" in turf, 12" in groundcover, and riser in shrub beds 3. Check wiper seal for leaks - if leaking , clean head and re-inpect. 4. If still leaking, replace head with the appropriate head with pressure regulator and built-in check valve. 5. All nozzles checked for proper pattern, clogging, leaks, correct make & model, etc. - replace as needed 6. Check for proper alignment - perfectly vertical; coverage area is correct;p minimize over spray onto hardscapes 7. Riser height raised/lowered to accommodate plant growth patterns and ensure proper coverage. 8. Verify pop -ups retract after operation. If not, repair/replace as needed. H. Check controller/C.C.U. grounds for resistance (10 ohms or less) once per year. Submit written reports. I. check rain shut-off device monthly and clean/repair/replace as needed. J. Inspect all valve boxes to ensure they are in good condition, lids are in place and locked. K. Inspect backflow devices by utilizing a properly licensed backflow inspector. This should be done annually, at minimum. L. Inspect all filters monthly and clean/repair/replace as needed. M. Check pump stations fpr proper operation, pressures, filtration, settings, etc. - refer to pump station operations manual. N. Check and clean intake screens on all suction lines quarterly, at minimum. Clean and/or repair, as needed. O. Winterize, if applicable, as weather in your area dictates. follow manufacturer recommendations and blow out all lines and equipment using compressed air. Perform seasonal startup of system as per manufacturer recommendations. P. Conduct additional inspections, maintenance tasks, etc. that are particular for your site. SOIL MOISTURE SENSOR (When applicable) 1. Place all soil moisture sensor wiring in 1" SCH 40 PVC conduit 2. Soil moisture sensor should be placed in the middle of a spray or drip area as per manufacturer's recommendations. 3. Controller shall be set to the Florida Automated Weather Network's urban scheduler settings using the SMS as a moisture cut off device (like a rain switch) per manufacturer directions. N r 17 Jr oa U 02 (n U W J c J M J U U � 6 co _ oLo° �00 Q J C co ° CD U Q�r .L ° i 3 � L N �WJ Q z 0 U)L0 zLr) O N N 0 o a C o 2 C ° 0 o a U) C o0 4-1 E cu Q -0 O 'L W >0 LL W O N vi �V c_ � V � �>1 .c N Q N O Z o (D IL N Sheet Description IRRIGATION NOTES Release Date 02-16-22 Project Number 2129 Drawing Num ber L�308 Sheet 9 of 9 -- — - --- II -- -- I I i 1 l 11 1 i I i I i I I I — I 1 II 1 1 1 — I 1 -- ' II____ 1 II — 1 — —1 — —"1 1 I I I I 1 I i i I I J rC V OA W O SCALE: 1 "=50'-0" NORTH M J 0- N — N O Q U O c U) ow J M — J j� O M M L U U o C ai 0 U u> o _ 00 Q 0 1 c J d. U ` O O U_ ^ N 4- y d C U ¢' 0) iTLL 3 7) U N = L.N_ WJW Z O Z U.) O WN m D N r O Cn O o (0 f6 O O U O C/) C O '0 V !` a) E cu CL -0 -2 E tL 0 w LL O Q) cli �V C_ � U W >N< N O Z O N Sheet Description OVERALL LANDSCAPE LIGHTING PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�400 Sheet 1 of 3 0' 50' 100' 150' FOUR ROWS OF FESTOON LIGHTING ON CEILING OF TRELLIS TOTAL OF 112 L.F. FOUR ROWS OF FESTOON LIGHTING ON CEILING OF TRELLIS TOTAL OF 112 L.F. i 0000 I 0000. 0000 I 0000 Il - I 1 0L� o o 00 Popp 00 00 LLFL I LE KNOW WHAT'S BELOW ALWAYS CALL 811 9 BEFORE YOU DIG Its fast, Its free, it's the law. Call 811 two business days before digging - 0 SCALE: 1 "=20'-0" 0' 10' 20' 40' 60' NORTH {� N — N O Q p c Cn w U J — U J � o M M L J U U � ai cc:) ` 00 v _ al ap Q I o c J } ` p O L 0 ^ N � I 4 a c LC) U Q L Q) 01 y O � 3 � U N x � N J Q (O H Z O vJ Z� 2 00 o Q) N N O � [n O O (� c0 0 o O O N U o � a U) O° E� O (1) O W j U) O `L � o � U co � V � W C— Q Q N O Z L N Sheet Description LANDSCAPE LIGHTING PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-401 Sheet 2 of 3 v ice OVERALL SITE LIGHTING FIXTURE SCHEDULE SYMBOL TYPE MANUFACTURER CATALOG NUMBER LAMPS TYPE VOLTS MOUNTING REMARKS UP -LIGHT VISION 3 LIGHTING FL3A-BL-C4-K1-140X-0-0-H1/M01A-BL-S2-12-0-0 10 20W LED FLOOD LIGHT 120-277 PLANTER TO UP LIGHT WIDER TREES & PALMS UP -LIGHT VISION 3 LIGHTING FL3A-BL-C4-K1-137X-0-0-H1/M01A-BL-S2-12-0-0 5 20W LED SPOT LIGHT 120-277 PLANTER TO BE MOUNTED ON STAKES AT BASE OF PALMS ABOVE THE LANDSCAPE COOKTOP AREA LIGHT VISION 3 LIGHTING SL6A-X-RM-C1-S2-12-MO12-75-X-118X-L1-0-H1 2 12 W LED 120-277 MOUNTED ON REAR PORTION OF GRILL TOP COUNTER LIGHT BOLLARD TECH LIGHTING 7000BTUR8404240CHUNVS 12 26 W LED LIGHT 120-277 SURFACE MOUNT D POOL & SPA LIGHT GLOBRITE (or equal see eng. dwg.) GLOBRITE LED LIGHT 602053-12-23W-30-1-5 (REFER TO POOL & SPA ENG. PLANS) 2 UNDERWATER LIGHT 12 MOUNT IN CONCRETE WATER FEATURE WALL SEE POOL FEATURE DRAWINGS FOR DETAILS AND LOCATIONS LED SIGN LIGHT KIM LIGHTING INT2-24L-35-4K7-MF-UNV-AG-CR-LM-X ? LED 74 W 120 - 277 SURFACE MOUNT CENTER ON SIGN WALL, NOTE BELOW: POSSIBLE SIGN LIGHT ONCE SIGNS ARE LOCATED FESTOON LIGHT CELESTIAL LIGHTING HYA-STL-AC-GF27-12/STL-CT/STL-AC 302 L.F. LED 120 TRELLIS MOUNT 4 ROWS MONTED ON TRELLIS CEILINGS p ELECTRICAL OUTLET CABANA POWER SOURCE 4 120 WALL OR POLE MOUNT WALL MOUNT REAR LEFT CORNER OF CABANA FOR ORDERING OR ANY QUESTIONS PLEASE CONTACT: CORY LAWSON AT SEFL, CELL: (850) 572-2827 KNOW WHATS BELOW ALWAYS CALL 81 BEFORE YOU DIG We test We free, We the law. Call 811 two busineas days before digging n SCALE: 1 "=20'-0" 0' 10, 20' 40' 60' NORTH Q N - N O Q U V M c (n ow J � v M N1 t U U v 20` 0 vLov _ 00 Q J t C Q O L I0^ N N C U < L o 3 7) L N JJ Q f01- Z 0 U) L0 Z U) 00 O D N N r- O O O O 0 f6 `O C O 0 O N U O � a C/) C 0 !OE V C: N E (� Q- O EZ- o w W 0 �LL F-- 0 vi C: � U L C N L �E CL Q N 0 z (D o U_ N Sheet Description IRRIGATION PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-402 Sheet 3 of 3 L. 11 1 - - - - -- --- -- 1- -- 11 ' - - - - - --I ------ - -- — - 1 I -- - - 1 or I I I 1 - - I - 3X3 ANODIZED. ALUMINUM LATTICE 3"X8" ANODIZED ALUMINUM RAFTER OVER BEAM (2) 3"X8" ANODIZED ALUMINUM BEAM 6"X6" ANODIZED TUBE COLUMN 10"X10"X3/8" GALVANIZED STEEL BASE PLATE ANCHOR ROD CONTRACTOR TO PROVIDE DRAWINGS FOR FOOTING DETAIL 0o 5'-1"— ALL ALUMINUM TRELLIS MEMBERS TO HAVE POWDER COATING FINISH COLOR BRONZE G.C, TO PROVIDE SHOP 6" DRAWINGS FOR REVIEW AND co APPROVAL PRIOR TO CONSTRUCTION SECTION "1 If 01 DECORATIVE TRELLIS DETAILS - OR EQUAL BY OWNER :. 1'-0 1/2" i �.3 REFER TO L-100 PLANS FOR THE DIFFERENT TRELLIS DIMENSIONS 6"X6" ANODIZED TUBE COLUMN 6" REFER TC _ _ _ DETAILS F r -1 FLOOR r TYP. TYP. 10"X10"X3/8" GALX,,.,.,��� STEEL BASE PLATE ANCHOR ROD 02 TWO TRELLIS'S AT OVAL LAWN PLAN - OR EQUAL BY OWNER N.T.S. SECTION 11211 I'4 4— TYP. TYP. SCALE: 1" = 1'-0" 3X3 ANODIZED ALUMINUM LATTICE SECURED TO STRUCTURE WITH ALUMINUM BRACKETS 3"X8" ANODIZED ALUMINUM RAFTER OVER BEAM (2) 3"X8" ANODIZED ALUMINUM BEAM 6"X6" ANODIZED ALUMINUM COLUMN ELEVATION DETAIL'1.3' SCALE: 1" = 1'-0" 6" x 6" x 1/4" ALUMINUM COLUMN PAVING. SEE SCHEDULE 1/4" PLATE WELDED TO COLUMN (4) 5/8" DIAMETER GALV. BOLTS (5") MINIMUM EMBEDDED WATERPROOFING MEMBRANE EMBEDDED GALVANIZED PLATE 10" x 10" x 1 /2" CONTRACTOR TO PROVIDE MANUFACTURE ENGINEERING DRAWINGS FOR FOOTING CONNECTION DETAIL 1'-611 a a G d d 'a a d G a. �a DETAIL'1.5' N.T.S. 03 TRELLIS AT BBQ AREA PLAN - OR EQUAL BY OWNER N.T.S. N f� .. M J N — y 0 U U c w Co U 7 J c _J M o M M t J U ULL c U-) 0 Q v I c J � ,• fO v ,°r,�, U < t � 3 L- N J Q t0 UJ z OU') zLr) = 06 O U) D N N r 0 0 a 0 o ca o C ° o U N a� o a U) C O° Ecu CL F- ° O 3 W U) O `` F o � U � N Q N v- O �Z (D O N Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number Lm500 Sheet 1 of 7 POOL CONTRACTOR TO COORDINATE WITH DALTILE THE ORDER OF 2" x 6" TILES COLOR 1469 - A4200 ABRASIVE MUD CAP' WITH AT LEAST TWO TO THREE WEEKS PRIOR TO INSTALLATION IN ORDER TO AVOID DELAYS ON POOL CONSTRUCTION. 6" OF VERTICAL 1"X1" GLASS TILE BY DALTILE COLOR TO BE FROM'COLOR APPEAL - — GLASS BLENDS' COLOR: BLUE MOON BLEND #C130. WALL TILE AT VISIBLE EDGE. FOR TILE OR PLEASE CONTACT: DALTILE ANN NATHANSON TEL: (954) 543-0010 (OR EQUAL.) DENOTES POOL WATERS EDGE TILE —a�I COLOR TO BE'GALAXY 1469-- BY DAL -TILE, 2"x6' BULLNOSED— LATICRETE GROUT COLOR TO BE'03 SILK DENOTES POOL STEPS WI SLIP RESISTANT CONTRASTING TILE COLOR TO BE'A4200 ABRASIVE COLOR'D023' GALAXY 2" x 6" MUD CAP, THIS TILE ALSO OCCURS ON SWIM OUT EDGES. DIAMOND BRITE IN INTERIOR FINISH SURFACE. COLOR TO BE HAWAIIAN BLUE REFER TO POOL ENGINEERING DRAWING FOR ACTUAL CONFIGURATION OF POOL SECTION. TILE DEPTH AND "NO DIVING" MARKERS IN MORTAR BED AS REQUIRED SET IN 8" X8" BANDING OF NON -SLIP 11 CONC. PAVER - 1 J' THICK. APPLY ANTI -FRACTURE MEMBRANE TO SLAB AS NEEDED PRIOR TO TILE INSTALLATION. TILE SET IN MUD ON SLAB �O Q POOL DECK: ` 4 Y IMPERVIOUS NON -SLOPE FINISH, VARIES SLOPE MIN. AWAY FROM POOL - SEE PAVING DETAIL 4 J s 4 s T � ' a 4 4 J 4 4 S 4 r 4 4 r r 4 c 4 r � ¢ 4 G v � A J f I 4 a a 4 6" OF VERTICAL VXV GLASS TILE BY DALTILE - COLOR TO BE FROM 'COLOR APPEAL - GLASS BLENDS' COLOR: BLUE MOON BLEND #C130. WALL TILE AT VISIBLE EDGE. FOR TILE ORDERING PLEASE CONTACT: DALTILE ANN NATHANSON TEL: (954) 543-0010 (OR EQUAL.) DENOTES POOL WATERS EDGE TILE COLOR TO BE'GALAXY 1469' / BY DAL -TILE, 2"xT BULL NOSED 4"x8"x2JBULLNOSED STONE COPING. PAVER MORTARED TO POOL WALL, COLOR: GRAY B.B. BY BELGARD POOL SWIM OUT LEDGE - DIMENSION VARIES REFER TO POOL ENGINEERING PLANS, TYP.. PAVER: 4" x 9" x 2-3/8" BULL NOSED BELGARD CONCRETE PAVERS MORTAR SET TO TOP OF SPA IN A SOLDIER COURSE PATTERN AS SHOWN. COLOR-'AMARETTO BLEND'. AVAILABLE THROUGH BELGARD PAVERS, CONTACT: FRANK GONZALEZ AT OFFICE (954) 972-7400 OR CELL (305) 522-0002 SEE PAVER DETAILS ON SHEET L-500 DETAIL # 02 FOR POOL DECK AREA PAVERS ' 2% CROSS SLOPE LIMIT ON N / ALL ACCESSIBLE ROUTES LATICRETE GROUT COLOR TO BE '03 SILK' ACTUAL CONFIGURATION OF POOL SECTION TO BE DONE BY POOL ENGINEER. SECTION ` DENOTES POOL STEPS W/ SLIP DIAMOND BRITE IN INTERIOR FINISH SURFACE. COLOR TO RESISTANT CONTRASTING TILE COLOR BE HAWAIIAN BLUE TO BE'A4200 ABRASIVE COLOR'D023' GALAXY 2" x 6" MUD CAP, THIS TILE ALSO OCCURS ON SWIM OUT EDGES. 01 POOL EDGE DETAIL N.T.S. SYNTHETIC TURF ADA COMPLIANT: SYN TIPEDE 354 ON COURTYARD COLOR:GRASS ZOM BY EASY GRAS CONTACT: RAUL MARTINEZ A' PH (305) 234-580 CELL (786) 236-415 ENVIROLOCM PLUS BACKIN( SYSTEM WEED BARRIEf COMPACTED AGGREGATE BASE - CLASS II ROAD BASE, 1/4" MINUS WITH FINES MIXED IN 12' SCREENING SAND BASE I I I grass spikes pass through for water in A throughout backing OARD )GES. ;MAX.) SAND SETTING BASE PAVER NOTE: 6" RUBBER MULCH BASE MEETS CRITICAL FALL HEIGHTS SET FORTH IN ASTM F-1487 AND ASTM F-1292. I— 4-5" COMPACTED LIMESTONE 8" COMPACTED SUBGRADE ARTIFICIAL TURF EDGING PAVING AREAS 02 POOL AREA YOGA LAWN ARTIFICIAL TURF DETAIL N.T.S. 2 5" X 1" TOP RAIL 2"X2" ALUMINUM POST, TYP. PROVIDE SPRING LOCK TYPE LATCH - 54" MIN. HT. ON POOL GATES 2" SQ. GATE FRAMING POST ALUMINUM RAILING COLOR: to be Bronze 28"X 1" TOP RAIL 1" X2" — ALUMINUM CHANNEL Finished Grade 1 4" O.C. Max. 72" (6-0") Maximum 2" x 2" ALUMINUM POST Z oW g 0 I— W 06 O WuJ < Z W2 W U C) < 2 w Q �2Wo �w U Z ~ LU U o Z Z -O 1" X 1" TUBULAR— --7"-- 2" X 1_,- ALUMINUM CL PICKETSI-- 1" X 1" TUBULAR ALUMINUM BOTTOM CHANNEL (SPOT WELD TO iv PICKETS (SPOT WELD TO (V ALUMINUM CHANNEL ALUMINUM CHANNEL AS REQUIRED) AS REQUIRED) GATE, TYP. 8" OD X 24" HT 2" X 1" BOTTOM 3000 P.S.I. CONCRETE FOOTING 8" Typ, CHANNEL 03 ALUMINUM PICKET FENCE DETAIL N.T.S. DIAMOND BRITE ON POOL STEPS AND INTERIOR FINISH SURFACE. COLOR TO BE 'HAWAIIAN BLUE' 'x8"x28' ' SOLDIER COURSE AROUND ALL DGES THAT ARE NOT WATER. COLOR: LATE.' BY BELGAURD PAVERS AVER: 12"x 3"x 2-3/8" BELGARD CONCRETE PAVERS SAND SET IN A RUNNING OND PATTERN AS SHOWN.SEE PLANS FOR DIFFEREN PATTERN DIRECTIONS - OLOR -'50% WHITE, 30% PEWTER AND 20% GRAY. AROUND POOL PATTERN UNS PERPENDICULAR TO CLUB HOUSE APPEARING 45 DEGREES AROUND OOL DECK - PLEASE SEE PLANS. AVAILABLE THROUGH BELGARD PAVERS, ONTACT: FRANK GONZALEZ AT OFFICE (954) 972-7400 OR CELL (305) 522-0002 i8"' BULL NOSED STONE COPING. t MORTARED TO POOL WALLS, R: 'SLATE' BY BELGAURD PAVERS PERIMETER BORDER SINGLE SOLDIER COURSE )N AT GRADE ON SAND WHERE APPLICABLE. PAVER FIELD 4" LIMESTONE SUBBASE. :RETE BASE 'R PAVERS =R DRAIN TYP. NEERING PLANS 4 811 9„ 12„ ` COMPACTED \ SUBGRADE \_1" (MAX.) SAND 04 POOL DECK PAVER DETAIL SETTING BASE 9'-0" N.T.S. 4 12 ROOF RAFTERS 4" DIAMETER WELDED ALUMINUM FRAMING. CURTAINS TO BE GLIDED ON A STAINLESS STEEL CABLE. FRONT CURTAINS WITH TIE BACKS (FIXED IN PLACE) (SUNBRELLA T.B.D.) GALVANIZED STEEL BASE PLATE WELDED TO COLUMN ANCHOR ROD REFER TO PAVING DETAILS FOR FINISH FLOOR CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS FOR DETAIL 5-0" Front opening j 4'-0" Side openings i i NOTE: PROVIDE SOLID PANEL ON REAR & SIDE CURTAINS WITH TIEBACKS (FIXED IN PLACE) • • MARINE GRADE CANVAS FABRIC ON ROOF, VALANCE & SIDE PANELS MAIN COLOR: SUNBRELLA T.B.D. (TOP, SIDE & SOLID BACK PANEL) CONTINUOUS VALANCE FOR ORDERING PLEASE CONTACT HOOVER — ARCHITECTURAL PRODUCTS 5107 N AUSTRALIAN AVE. WEST PALM BEACH, FL 33407 PHONE (561) 283-4607 FAX (561) 844-6879 (877) 771-6234 ELECTRICAL OUTLET IN PAVERS AT — REAR OF CABANA ADJACENT TO OTHER NEIGHBORING CABANA OUTLET LOCATION. SEE ELECTRICAL DRAWINGS FOR DETAILS. 0 05 POOL AREA CABANA DETAILS - OR EQUAL BY OWNER N.T.S. M J !� N — y 0 O Q U O2C co ow mi c) L0 J ,i� 0 M M r Q 0 U 0 v1 0 — 00 Q '0 °° I o � ` c0 0 L LO0 m � 4) d C U < 0, = v .= O � 3 � U N 2 NW -I Q t0 F— Z U) Z U.) = 60 O �* m _ N (V r- 0 (; U) o o o a C 8 8 0 N o U) C OO C N E CL �- �0 O W j (n O N LI.. F— 0 0 �V�_ E >1< N Z O LL N Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-501 Sheet 2 of 7 VENTILATE / EXHAUST BACK WALL OF BBQ CABINET AS REQUIRED BULL BBQ COUNTER TOP MOUNT MODEL'ANGUS' NUMBER 47628, 4-BURNER STAINLESS STEEL BUILT IN FOR ALL BOTH, OR EQUAL. VENT REAR AND SIDE WALLS AS REQUIRED i SHUT OFF TIMER MOUNTED NO LOWER THAN 15" A.F.F. FINISH FLOOR STAINLESS STEEL ACCESS DOORS FOR GAS, MODEL NUMBER 89970 BY BULL OUTDOOR PRODUCTS, OR EQUAL BULL BBQ COUNTER TOP MOUNT MODEL'ANGUS' NUMBER 47628, 4-BURNER STAINLESS STEEL BUILT IN FOR ALL BOTH, OR EQUAL. 2" THICK REINFORCED QUARTZITE COUNTER TO HAVE POLISHED FINISH. PROVIDE 3/8" BEVEL ON EDGES STUCCO FINISH TO — MATCH BUILDING,TYP. REINFORCED CONCRETE — BASE TO HAVE POLISHED FINISH. 15'-011 14'-811 15'-0" - 9'-5 1/211 41-911 7 O 1131 METAL STUD FRAMING, TYP. SEE STRUCTURAL DRAWINGS ADA FRONT APPROACH SINK, HANDICAP MANEUVERING CLEARANCE OVER MOUNT ELKAY SINK LRAD2219 WITH 5-1/2" BOWL DEPTH,OFF CENTER REAR DRAIN OPENING AND ONE HOLE DRILLING CONFIGURATION. WITH ELKAY SINGLE HOLE MOUNT FAUCET. MODEL#LK7921 SSS. OR EQUAL. _ 4'-911 7 O 0 000 0 Oo 00 rV � iV _ 21-511 V 21-211 11-G11 STUCCO FINISH TO MATCH BUILDING ON BBQ WALL TYP. 2" THICK REINFORCED QUARTZITE COUNTER TO HAVE POLISHED FINISH. PROVIDE 3/8" BEVEL ON EDGES REINFORCED CONCRETE BASE TO HAVE POLISHED FINISH. ELEVATION 'A' I I bo 1 cV LA EXHAUST WALL IN REAR OF CABINET AS NEEDED BULL BBQ COUNTER TOP MOUNT MODEL 'ANGUS' NUMBER 47628, 4-BURNER STAINLESS STEEL BUILT IN FOR ALL BOTH, OR EQUAL. 15'-0" - 11-5 1/211 a u�� an SECTION 'E' 2' 4 METAL STUD FRAMING, TYP. SEE STRUCTURAL DRAWINGS OVER MOUNT ELKAY SINK LRAD2219 WITH 5-1/2" BOWL DEPTH,OFF CENTER REAR DRAIN OPENING AND ONE HOLE DRILLING CONFIGURATION. WITH ELKAY SINGLE HOLE MOUNT FAUCET. MODEL#LK7921 SSS, OR EQUAL. 41-911 41-911 21 11 21-911 POLISHED QUARTZITE COUNTERTOP PLEASE SEE STRUCTURAL PLANS FOR CONSTRUCTION ELKAY FAUCET MODEL LK7921 SSS ELKAY OVER MOUNT SINK MODEL LRAD1720. PROVIDE CUSTOM SINK COVEF 2" THICK REINFORCED QUARTZITE COUNTER TO HAVE POLISHED FINISH. PROVIDE 3/8" BEVEL ON EDGES 1/2" SMOOTH STUCCO FINISH OVER METAL LATH ON 30# FELT OVER 5/8" PLYWOOD COLOR TO MATCH WITH BUILDING REMOVABLE SOLID COMPOSITE SIDING PANEL FOR MAINTENANCE UNDER SINK. COLOR TO MATCH WITH WALLS.PROVIDE SAMPLE TO L.A. FOR APPROVAL PRIOR TO CONSTRUCTION. MOUNTING BRACKETS. d- VENT SIDE WALLS SECURE CABINET ON AS REQUIRED STUCCO FINISH. CONCRETE PAD ELEVATION 'B' SECTION 'C' BULL BBQ COUNTER I MOUNT MODEL'ANGU NUMBER 47628, 4-BURNE STAINLESS STEEL BUILT FOR ALL BOTH, OR EQUP STAINLESS STEEL ACCESS DOORS FOR GAS, MODEL NUMBER 89970 BY BULL OUTDOOR PRODUCTS, OR EQUAL REINFORCED CONCRETE BASE TO HAVE POLISHED FINISH. METAL STUD FRAMING, SEE STRUCTURAL PLANS REFER TO STRUCTURAL DRAWINGS FOR CONCRETE PAD AND FOOTING DETAIL SECTION 'D' ANGUS FINISHING FRAME SPEC SHEET 2" THICK REINFORCED QUARTZITE COUNTER TO HAVE POLISHED FINISH. PROVIDE 3/8" BEVEL ON EDGES 8" C.M.U. WALL STUCCO FINISH TO MATCH BUILDING,TYP. SEE STRUCTURAL DRAWINGS FOR CONCRETE BASE CONNECTION TO SLAB. FINISH FLOOR BULL BBQ COUNTER TOP MOUNT MODEL'ANGUS' NUMBER 47628, 4-BURNER STAINLESS STEEL BUILT IN FOR ALL BOTH, OR EQUAL. 130MUNC VEW 3034 Ww V!W �~ 33 B 314 711 7 U8 FROW VIEW R%7R 910E VEN 2. IIYBION . IN200A 01 POOL AREA BBQ DETAILS N.T.S. r M J p oa U U 2 C in V W mi �2 J M M L U J U c ,; M p v In v 00 °° Q C -J p O 1°^., U a' 0) N v U N x N J Q z O U)LO zLo _00 O at )i g U) N N O (D U) O O (� o 8 0 8 o a C 0 O CD c 0--a o EZ-0 W 0 �LL F.- vi �V c_ � U � W (1) -C E Q �Q N Z (D o LL N Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�502 Sheet 3 of 7 2" STANDARD FEATURES: -EXCLUSIVE PRODUCT TO GYMS FOR DOGSTm AND LIVIN THE DOG LIFE TM. -ALUMINUM WASTE BAG DISPENSER. -BAG DISPENSER HOLDS 2 ROLLS OF OXO-BIODEGRADABLE LITTER PICK UP BAGS. -10 GALLON POLY TRASH RECEPTACLE WITH LID WITH MOUNTING HARDWARE. -BOX OF 50 TRASH CAN LINER BAGS. -LOCKING DISPENSER HOLDS 2 - 200 CT. REFILL BOXES. PRODUCT DIMENSIONS: DIMENSIONS: 58" H X 19" W X 14" D RECOMMENDED SPECIFICATIONS: ALUMINUM BAG DISPENSER: -H: 12.5" X W: 9" X D: 3.5". -14 GAUGE POWDER COATED FOREST GREEN ALUMINUM. -WEIGHT: 6 LBS. -400 BAG CAPACITY. -TWO DIAMOND SHAPED BAG DISPENSER SLOTS. -FRONT LOCKING ACCESS PANEL. -CLEARLY POSTED INSTRUCTIONS. ALUMINUM TRASH RECEPTACLE WITH LID: -H: 23" X 11.5" DIAMETER. -16 GAUGE POWDER COATED FOREST GREEN STEEL. -WEIGHT: 14.6 LBS. -10 GALLON CAPACITY WITH INTERIOR TRASH LINER BAG. -ATTACHED STAINLESS STEEL HINGED LID. -ONE (1) BOX 50 COUNT TRASH BAGS INCLUDED (5 LBS.) POLY POST: -6', .125 GAUGE FIBERGLASS. -WEIGHT: 8 LBS. -58" TOTAL HEIGHT ABOVE GROUND. -FILL WITH 40 LBS. "READY TO USE" CEMENT. 01 PET RELIEF STATION DETAIL 7' 02 TRACTOR TIRE DETAIL [.-8R-.4 ELEVATION N.T.S. Tractor tire. Overall diameter to be 81" by 20" width, or equal approved by owner Tractor tire to be buried 45% min. from finish grade Ty 01-011 Finish V-8" Grade 2' Provide 2' Depth of aggregate base to hold the tire from movement as shown N.T.S. NOTE: DOG PARK ACCESSORIES TO BE DEVELOPED Y OWNER AND CONTRACTOR HINGE "�"T N GATE ELEVATION III N.T.S. 3'-0" POST TOP 3" 3" LATCH POST BLACK VINYL COATED CHAIN LINK FENCE 2" SQ GATE FRAME (TYP. 4 SIDES) FULCRUM LATCH W/STRIKE STRAP TENSION BAR (TYP. 4 SIDES) ALL JOINTS WELDED TO MAKE A SOLID FRAME M 04 BLACK VINYL CHAIN LINK FENCE DETAIL LINE POST 2 1/2" DIAMETER VINYL COATED INTERMEDIATE POST. I TOP RAIL ❑ I I I I ❑ GATE PLAN 1 TRASH RECEPTACLE CURRENTLY LOCATED TAT TOT LOT, SEE L-100 SHEETS FOR LOCATION 3/r x 2 1/2' SS msxr No Gws ,R, ./ twI mLa lnawrt a a 3/1" s/N• x , 1/Y ata• OPFNNG SS BIN SxT � 1/P TW rn MR N,aNOR xaa 1 1 PIIfEe ) uN 3/r $21 � PIAR .2a sam, m cw 2'x 6-1—)IlCX N000 sArs r (stc ram amaa7 PUFIIa utm 1/1' x r N 15/15' 1/1M m ".AR m Bw 1/r x Y m Bw X WOOD OPTIONS NOTES ❑ 'C' & BTR. DOUGLAS FIR KD S4S EE 1.) All STL MEMBERS COATED W/ ZINC RICH EPDXY THEN ❑ WE S4S EE FINISHED W/ POLYESTER POWDER COATING. ❑ OTHER 2.) ALL WOOD MEMBERS TREATED W/ CLEAR PRESERVATIVE. 3.) 1/2' X 3 3/4- EXPANSION ANCHOR BOLTS PROVIDED. 4.) COVER HINGES OPEN FOR REMOVAL OF LINER. MR oRAw : ,o m 1 REv. oweralc _46 _ RECEPTACLE " 474-32-FTO Rn �N.v., DuMor- inc. A PARTS LIST nell att PWI1 xo oNsavn"3 KQTE$; TOOLS REO'O o-u�m-Nm 3o cx m x¢ml AssxlgY, "4 rom 1.) RECdfAGE 9@PPO ` LLY ASSIDAm, 3//' WROO x 1 19-121 Jx 6AL aLAsm IXOI zl LnLNr *0sPtcNm. D L 1/2' MASONRY CRNL BY RFY pIY PAM Na KITS PROVIDED OLSGR�11013 J 1 X+'WCOB®-1 I- X 331- SS If010R "r M C ��• DuMor. inc. ASSEMBLYa ;06 1 INSTRUCTIONS °OE "" RB.W: A AOPoR 474-32-FTO sac z oP 2 0V zW Q w tu z Q Wg 0 CL 0 z w Qau' oW �p U FENCE ELEVATION 10'-0" MAX. — POST CAP 1 W •\ -G\D NSION BAR `--CORNER/END POST TO BE 3" DIAMETER VINYL COATED. 4' HEIGHT WITH 2"X2" VINYL COATED CHAIN LINK FENCE, WITH. COLOR V--F ABRIC � TO BE BLACK Li TENSION WIRE REFER TO STRUCTURAL DRAWINGS FOR CONCRETE FOOTING DETAIL 7 BENCHES ARE LOCATED THROUGH OUT SITE, SEE L-100 SHEETS FOR LOCATIONS ]1 2'xa'11aNA)sAm rXr(N3X )sAr c SEE row avl"I,$) (a" rom amaa ) I/1• aN m OD MR 3/r x J/1' .1 en 3Nr to aw me 1 30 3/IWIIx4Rll0 In' 1Nt m MR Sh P1 2 L1a 3/e' TN Y/ II/le' oN I/x' x r m MR x,onN xuts m NN NOTES I.) ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN WOOD OPTIONS FINISHED W/ POLYESTER POWDER COATING. ❑ 'C' & BTR. DOUGLAS FIR KID S4S EE 2.) ALL WOOD MEMBERS TREATED W/ CLEAR PRESERVATIVE. ❑ IPE S4S EE 3.) 1/2- X 3 3/4- EXPANSION ANCHOR BOLTS PROVDED. ❑ OTHER � � • MR awWal : 1a w , r¢v. mANNIc BENCH " `� A 472-60/S-2z DuMor, Inc. R .. tl0IE5: TOOLS REO'p PARTS UST 1) 01RUIG AM&Y PROCME', 3/la' W3F21 0001 roy n WNO OE9CWmx m NOT cowu RY Tam Kkgl) E 1//' ALUX tleM33 1 : 0-1A-W-0t m 9RPoRr 2) " ACTK PARTSr WK XWBEM 1/2' NIENCII NIXem ONLY AMY TO "M 3/r WFISC 1 x 1 0-a/2-e0-M e' m CgaOUA SFN rrN[ 3) UPON m OUTIION U ASSDRY MAK R/3a' NAENCl1 J o-1Ti-e0-W )t' Nfn 9Ar. ,qW ALL COAVNENre llpl RCFIfEN ALL WO N& 1/2' wsaKn 01"L W , 3 0-172-a0.31 ],• r1rR 9N, .oco A) IIOIMI AND' AS WEVWC' CRLL s : o-an-a r x r x n• W INOi1£ .1, MKITS PROVIDED a 2 ,M ! x 1 •sax — m3I an Pam la rc3aXPn"I Y 1 1-u-m ! x 3 r a eN sxr ro w zB u N.Nameo-1 I' x 3 r$ WNY"R m (ws a 1-Il-vu Ir x l 1 • a em ar w ua 11 N-Baltti ! f/P WINY,A M IPC f4 1-IS-0! s 1r x Y 4 IE]I w VG SG ,s x-BIDS21-11 5 1r LW IWgVE pr 1 10 2 I-M-OPJ ! r A XXIM L0.1dUl 1e xaoul-a ! ar enr �uXwt� ar N Laa lam Ie 1-22-on 5 1r a MT Nav[rt 17 x N-R0732-E S tr VG WNONe6 Nr 12 1 1-21-021 3 r 55 Mi WAfF O 2 rpN: ARACN T nae sta wsr/1 -•� a I ATcul SEwr sAr weY ARNrI M XXix RFA SWS Arreax s3waR15 m rNec rmn xrWowa .. rlIAOAaN APaOR1 N1a Tw Nall N Ntre. `J o '\ / An2tx s3aPans ro NwW. RGN ,tan >A rewWe si3 SATs Du Mar inc. ASSEMBLY INSTRUCTIONS AwR aNurx : to I o"uxN er : Rw aLv. A aurwc NIN,eBR 472-60/S-2 sec. 2 a z "l N.T.S. -J 0 0< J W o miM J ,� v M M t U U o 4; 00 — L.00 0,00 ° Q ) C J 0 t0 O 03 :3 °j C � 3 � U (n = N Q GH z O U)L0 z Lr, = 00 O * (D g U) _� C7 D M N N r 0 O cu 76 0 P c 8 0_ 8 � N a C/) O0 (D Ew E cu W C0 O a) a)LL o F- 0 to � V i N -C Q N N 0 �z o N tL Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number 05 TRASH RECEPTACLE DETAILS N.T.S. 06 BENCH DETAILS N.T.S. L-503 Sheet 4 of 7 I 41 '--]- 1 1 1 1 - FINISH COURT PER SCHEDULE 1" THICKNESS ASPHALT REQUIRED PER MANUFACTURE 6" LIME ROCK BASE 12" SUB -BASE COMPACTED SUBGRADE NET POST SEE STRUCTURAL DRAWINGS FOR ' CONCRETE FOOTING. SEE FOOTING DETAIL a _ 11 I DETAIL A MANUFACTURERS STRUCTURAL IIL�II DRAWINGS FOR DETAIL. 01 PICKLE BALL COURT NET DETAILS d C 14' TWISTED POLYETHYLENE NET WITH TOP, BOTTOM AND SIDES OF 2" 18 OZ. VINYL TAPE. {ADJUSTABLE HIGH) POP BAZOOKA SYSTEM FROM VOLLEYBALL USA OR EQUALAPPROVED •3.5"W x 12'H POWDER COATED, ANODIZED ALUMINUM ULTRA STIFF POSTS. COLOR T.B.D. GALVANIZED GROUND SLEEVES WITH REMOVABLE CAPS. ALUMINUM GALVANIZED GROUND SLEEVES WITH REMOVABLE CAPS. A •10" MIN. OF BEACH SAND COMPACTED SUB -GRADE AS REQUIRED 14' LOCKING LATCH (MIN 7/160 LATCH HOLE) GATE POST (61 NTH KNOX PADLOCK MODEL 3782 TYPE III TYPE III PIPE RAIL (2-3%8") PIPE RAIL �2-3 f 8") REFLECTIVE HINGE (BI-DIRECTIONAL SWING) REFLECTIVE 'NO PARKING 30FIRE LANE' SIGN PIPE BRACING WITH ARROWS) PIPE BRACING -------------------------------- ROAD SURFACE �GATE POST {B'} HINGE (13I-DIREC110NAL SWING) _T 30' N' 1 f ' w 1 34" 30 � � � • % 30 3e r� NOTE: �-- 20' MIN NOTES: 20" MIN - " I-*-- 1. ALL MATERIALS SHALL BE SCHEDULE 40, GALVANIZED STEEL PIPE. DESIGN BUILD BY CONTRACTOR , CONTRACTOR TO 2. PROTECTIVE FINISH SHALL BE HOT -DIPPED, GALVANIZED GRAY. PROVIDE SUBCONTRACTOR SUBMITTAL TO 3. CONTRACTOR TO INSTALL NO PARKING, FIRE LANE SIGN ON EACH SIDE OF GATE MEETING THE LANDSCAPE ARCHITECT, CIVIL ENGINEER AND OWNER REQUIREMENTS OF OFC D103.6 AS AMENDED BY CITY OF HILLSBORO HMC 11.28.010. 4. CONTRACTOR TO INSTALL TYPE III REFLECTIVE STRIPING ON BOTH SIDES OF GATE. STRIPING SHALL BE FOR REVIEW AND APPROVAL. ALTERNATING RED/WHITE STRIPES, 6" WIDE & AT 45' ANGLE. 5. CONCRETE SHALL BE 31000 PSI. 6. COORDINATE INSTALLATION OF KNOK PADLOCK WITH CITY OF HILLSBORO FIRE & RESCUE. 02 FIRE ACCESS GATES DETAIL 15'-6" CHAMFER OF ALL HAN ALL HAMMO BE PAINT 'T.B.0 TOP 48" 1219 CONTROL KEY 7-1/2" 190 SIDE 18 sales®palofonn.com I paloform.com PALO F O R M d 9 BASE OPE UBULAR STEEL NET WITH WELDED NET LACING (BY ATHLETICS PUTTERMAN )UAL) ETHYLENE NET WITH VINYL ANIZED AIRCRAFT CABLE A BREAKING STRENGTH OF lbs. FHLETICS PUTTERMAN OR L) TORS PER MANUFACTURER )MMENDATION IIS COURT SURFACE IMINUM GALVANIZED GROUND :EVES W/ REMOVABLE CAPS CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR N.T.S. BOTTOM N.T.S. —yj Technical Data Natural Gas Propane Burner Model: CIR-M-24 CIR-M-24P / Heat Output: 140,000 BTU/h 140,000 BTU/h / Clearances to Combustibles: Above: 82" Below: 0" Sides: 11" 16 1/2" Available Finishes: Charcoal, Ash, Dove, Walnut, Chai, Nougat 419 Available Accessories: Aluminum Table Top Burner Certifications & Standards: US & Canada - CSA ANSI Z21.97 CSA 2.4.1 Installed Weight: up to 600 Ibs 1 275 kg Crated Weight: up to 750 Ibs / 340 kg Crate Size: 54"x54"x25"h / 137x137x63 cm Vessel Material & Weight Hand Cast Concrete 225 Ibs / 102 kg p. 17• For more information, visit paloform.com/fire-pits/miso Miso 48 Concrete - Match -lit P-FIR-MIS48-M SCALE 1" = 1' 2020-08-06 REMOVABLE SS CAP FOR ORDERING SHOWER PLEASE CONTACT: CATHY TUTOR MOST DEPENDABLE FOUNTAINS CATHY@MOSTDEPENDABLE.COM 8" STEEL PIPE 800-552-6331 ADA HEIGHT i co S OWER MODEL 500-8 SMSS ADA HEIGHT METERED METERED (V n QUICK CLOSING 3/8" NYLON REINFORCED NYLONBRAID TUBING W/ 1/2" MIP (WATER SUPPLY) O 8 n M ACCESS ° DOOR FINISH FLOOR _ Z" OPTIONAL 8" SS SURFACE CARRIER. r, 1/2" X 12" ZINC PLATED ROD 05 POOL SHOWER DETAIL 0 N REFER TO SHEET L-102, DOG PARK AREA, FOR DISTANCE BETWEEN POSTS ON ONE SAIL STRUCTURE. Of C +14 - Entry Eave +12'-0' COOL NET SHADE FABRIC. COLOR TO BE DETERMINED STEEL FRAME PER MANUFACTURE. SHADE STRUCTURE AVAILABLE THRU SHADE SYSTEMS INC. SHADESYSTEMSINC.COM TEL:1800-609-6066 6" DIAMETER UPRIGHT STEEL POST. PLEASE REFER TO MANUFACTURE FOR FINAL DIAMETER. COLOR TO BE BLACK UPRIGHT POST CONCRETE FOOTING. PLEASE REFER TO MANUFACTURERS STRUCTURAL DRAWINGS FOR DETAIL. FINISH FLOOR Ground Floor N.T.S. a� • M Iz J o - m 0 O Q U 02v (n ow J — 0 M O M M t U � o C ' 00 00 �,0® Q 1 0 c J � 0 L l0 ^ N U a'�c }� O � 3 U to = i- N _WWj Q t0 F- Cn 0 o 0 C a) E Q cu ' W U) E O(1) O (1) > � _O LL �VIra_ 0 vi � U � I.I.I E -C 0- �Q N O z O NL— Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number 03 POOL AREA HAMMOCK DETAIL N.T.S. 04 POOL AREA FIRE PIT DETAILS N.T.S. 06 SHADE SAIL FOR DOG PARK DETAIL N.T.S. Sheet 5 of 7 1 I ll - -]' I' L,- POWDER COAT COLOR: T.B.D. FINISH ff 22" ff 22 ' 3-8 STANDARD GATE POST POWDER COAT /74 2" A' 2" COLOR: BRONZE FINISH �— T-2" „ / f 3" 2„ 1" c 2'-2$' 6-8" 6, r 5'-10" 2'-2$' 5k' 2" 4$„ T-4 4$ f— 2'"4" 7 oe-1 " 1" 30"x30"x7" COLUMN STUCCO CAP COLOR: 'BONE'. OR EQUAL. 5'-3" e" SMOOTH STUCCO FINISH OVER 7"6 COLUMN BODY. PAINT COLOR TO BE DETERMINED. SEE ARCHITECTURAL PLANS. 2"2'4" /-2" $" SMOOTH STUCCO FINISH OVER COLUMN BASE. PAINT COLOR TO BE 2„ DETERMINED. SEE ARCHITECTURAL PLANS. 1'-8" KNOX BOX LOCATION 2'.4" e 01 TYPICAL ALUMINUM RAIL GATE DETAIL 02 DECORATIVE COLUMN DETAIL N.T.S. 14 I 2'.2" 26"x26"x7" COLUMN STUCCO CAP COLOR: COLUMN CAP 'BONE'. OR EQUAL. N.T.S. 6-2" 5'-108" 32" STANDARD POST POWDER COAT COLOR: POWDER COAT COLOR: T.B.D. T.B.D. /-f 3" 4" 3" — 4" �f 4", TYP 4� T 5'-28" 5'-108" T 12'-6" ' WESTERN GATES ARE 12'-6" WIDE 03 SWING GATE RAIL DETAIL, TYP. N.T.S. PERIMETER RAIL IS OPTIONAL AND TO BE DETERMINED BY OWNERSHIP 3EE CIVIL PLANS FOR 4LL ASPHALT PAVING 30"x30"x7" COLUMN STUCCO CAP COLOR: 'BONE'. v DETAIL 01`ON SHEET L-505 04 SOUTH EASTERN SWING GATE DETAIL, TYP. N.T.S. W M J 0- — d O 0 oQ U UDC (n U w J 0 "' — J M v M M t U J U C ,;0` 0 U) _ 200 0® Q C ` c0 0 0 �0 r, � I +, y�C U < a) = 0 3 71 U V _ N J Q Z O U) LO ZLr) O c° a� U) N N O a o o C g 0 U O C/) C: CL :3 OO C N E (6 CL—0 O L- O �W � v) O � Q� _ �--- 0 N �V c_ � U � -C E Q �Q N O Z (D O NLL Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L�505 Sheet 6 of 7 _ .i Y.- _ A Al PLASTIC SURE-LOC EDGE AROUND FALL ZONE PRODUCT AND REAL SOD _ EASY MULCH co INSTALLATION I SITE PREPARATION CHART EASYMULCH LAYER —� (2" Thick) COMPACTED STONE BASE GEOTEXTILE (OPTIONAL) COMPACTED SOIL —� Eas �. s t 14181 SW 143 Court, Miami, FL 33186 305.234.5800 1 Tollfree:1.800.988.6156 1 EasyGrass.net SHADE STRUCTURE WITH MISTER FOR TOT LOT ORDERING AND COLOR BY. -LANDSCAPE STRUCTURES SPECIFYING PLEASE CONTACT DEBBIE THIS DEIGN IS NUMBER - 2299 LEVINE AT REP SERVICES, INC COLORS FOR SHADE STRUCTURE PH: (561) 353-0960 AND PLAY STRUCTURE TO BE CELL (561) 251-1968 CHOSEN BY OWNER 01 TOT LOT DETAILS Top of ground no me 1/2" below top of Turf or garden area SIZES ❑ 14GA. X 4" �3/16"X2 ] 14" X 5" 5" Elite Plastic edging from sure-i. SURE-LOC PLASTIC ED6iN6 uuKi A5482144TH AVENUE HOLLAND, MI 49423 1-800-787-3562 1816) 392-5134 FAX. www.surelocedging.com 'r)r') 7')UAL.) Tapered steel stakes to interior of bed area 3ubgracle 02 SURE-LOC PLASTIC EDGE TO CONTAIN TOT LOT EDGE AND YOGA LAWN PS3.31889 210 L Talk Tube Store Front Panel 12 x 12 Pipe Wall Shade Bubble `r' t�o°Qooa0Qoc Panel � °QQQQGGOG �.,000000cc 0 }� 000000000 I 00000000G0,*.,. - ,OOa4mo Q00G '0%on. Below °arcoocGDeck ,,Q°°36 Bench `.�Q0Oa0000 � Qa000QGQQ -GAO O P 4 0 Q O O t. QOGQOQ a0 {aaoaoQcaoa� `�" `.l 1 O O O C O_O O 0000000 0 0 0 0 0 0 ' sac Pipe c �.- •J0 00 Wall 3 0 000 o 6 0o Gear � .y. .00 O ' •..�010Panel 001, 0 0 00 'tea-�-r--z- - ..00�Q.Q000. O O 0 O ;4D 0Op0 06a �. Talk °' ° Tube o'QQa0a0 00000000 000�0000 ' 0000000p000 O O O �0 r\ °000000 00 Bedrock Climber Date: Prawn By. [.Sheet: 11113114 Patricia J. Lee 24) 1 of 3 N.T.S. SUPERIOR RECREATIONAL PRODUCTS Playland Notes L This play structure design will meet ADA Accessibility Guidelines for Buildings and Facilities, effective ll�arch 15, 2012 as published by the Architectural and hnsportatioa Barriers Compliance Board with the addition of ground level play components of __different types of play and when m'tded over accem'bie surfacing. 2 This site plan should be checked against the actual site area prior to the purchase or installation of equipment 3. The unit of measure located in the center of the platform indicates the height above the protective surfacing level The protective surfacing for this design must accommodate a fall height of at least ft. unless otherwise noted. 4. The structure size for this unit is 15 X 13 requiring protective surfacing for an overall use zone of 27 X 25 The appro�mate surface area is _ �q. ft. by ASYId F 1487-07 guidehes. The structure is designed to accommodate children 2-5 years of age. 6. Supervise Children as they play. 7. To Ensure that accurate measurements are obtained from this site plan, print copies on 11 117 paper at full scale. 8. The customers responsibility is to check local soil conitioas and drainage willan the site. The site must also be surveyed underground utilities prior to excavatjoa 9. Completely read your installation manual prior to beginning construction. 10, This design configuration is the property of this firm and Playland Inc. and may not be reproduced or used in any manner without the expressed written consent of this hrm and Playfand 11. Perimeter Requires La> d Scape Timbers 2 Lang. le: N.T.S. ... f7 J Q N — 0 O O :2 c W Cn U J — o L J v r� � L U � v a) 0 L �U)Q �00 gym® a� G C J � ° U_ ^ co 4, Q) U a .L O U N = N J �L Q (O z O ZL0 z _00 O �* c� D N ti O (D o � o nz o CZ `o 0 O o a U) C O° C� o a) o w cn OILL Ui � U L LU N >N< N � O Z L LL N Sheet Description HARDSCAPE DETAILS PLAN Release Date 02-16-22 Project Number 2129 Drawing Number L-506 I Sheet 7 of 7