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10-02-15 Gate Gas Station 535 Atlantic Blvd.Part 2I i� i I SF & , C Es .4& ' x.89 » .» _ I S89'24'20" 49.73 (A) i LDING TO BE DEMOLISHED 03 / 8 ... C� .. A „ -294 FLUW S8 0 W 9 `V All fi �ggy� FU C Aa PAS . ,20 V fI ASD OXi I � l N89'2� 12 E �.- N�6 5'12" I g 3 y 50.00'E(P&A) 5 .00' ( A E 1,111, 0 40 &20 C1 CON% ORIS .>. >. e0 CSC ; C ORI ffi 4 1 .fir `. . 1, 7xI CONCRETE DRIVE TO BE REMOVPp,, & , Nw 4h LNNL kk `<6 U , Q fly U INV N-4,13 Q INV 17 ; w m I Z Qz Q I Q OVERHEAD UTILITIES TO BE U EROSION REMOVED. CONTRACTOR TO TAKE T DUE CARE TO NOT INTERRUPT ON E ff, PARKING AREA INSTALLED PRIOR R OR TO ANY OTHER CONSTRUCTION ACTIVITY AND SERVICE TO ADJACENT BUILDINGS. 2. 800 801 8 ACTIVITIES. -; EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT ICK "L ADVO CIARY ELEVATION DISK 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED IN CONCRETE A Y 5. .. w 00 MEASURES TO PREVENT OFF SITE DAMAGE. MANHOLE TO BE CONCRETE DRIVE PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO REMOVED (NOr IN USE) Can g SITE. ASPHALT DRIVE _._.., THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. 1 rn NOT IN USE 1 OF A AFTER FINAL GRADE HAS BEEN OBTAINED. t I S STRUCUTE .62 <\ COMPLIANCE PROGRAM. INV E 34 THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL Sir"-- SF ---- SF `. TRAINING PROGRAM. 25 I -» 0F» 419 € ,I &72 7 }.•, . 8,7 I ANG 2 &RA"Y COCO 1 t FTE -042 g 4 � I U ING TO BE DEMOLISHED 2,41 �. &.1& _. As w .^^p, to 781 782 783 w. 785 F 1Q.. � r b v v o # I CNFM PARKING ARCA i 0 4 1 N 3 Y aA # 03 / 8 ... C� .. A „ -294 FLUW S8 0 W 9 `V All fi �ggy� FU C Aa PAS . ,20 V fI ASD OXi I � l N89'2� 12 E �.- N�6 5'12" I g 3 y 50.00'E(P&A) 5 .00' ( A E 1,111, 0 40 &20 C1 CON% ORIS .>. >. e0 CSC ; C ORI ffi 4 1 .fir `. . 1, 7xI CONCRETE DRIVE TO BE REMOVPp,, & , Nw 4h LNNL kk `<6 U , Q fly U INV N-4,13 Q INV 17 ; w m I Z Qz Q I Q OVERHEAD UTILITIES TO BE U EROSION REMOVED. CONTRACTOR TO TAKE T DUE CARE TO NOT INTERRUPT INSTALLED PRIOR R OR TO ANY OTHER CONSTRUCTION ACTIVITY AND SERVICE TO ADJACENT BUILDINGS. 2. 0 THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. -; EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT ICK "L ADVO CIARY ELEVATION DISK 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED IN CONCRETE A Y 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL MEASURES TO PREVENT OFF SITE DAMAGE. MANHOLE TO BE CONCRETE DRIVE PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO REMOVED (NOr IN USE) TO BE REMOVED g SITE. ASPHALT DRIVE _._.., THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. TO BE 4 ° NOT IN USE 1 OF A AFTER FINAL GRADE HAS BEEN OBTAINED. t I S STRUCUTE .62 COMPLIANCE PROGRAM. INV E 34 THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL Sir"-- SF ---- SF STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR 03 / 8 ... C� .. A „ -294 FLUW S8 0 W 9 `V All fi �ggy� FU C Aa PAS . ,20 V fI ASD OXi I � l N89'2� 12 E �.- N�6 5'12" I g 3 y 50.00'E(P&A) 5 .00' ( A E 1,111, 0 40 &20 C1 CON% ORIS .>. >. e0 CSC ; C ORI ffi 4 1 .fir `. . 1, 7xI CONCRETE DRIVE TO BE REMOVPp,, & , Nw 4h LNNL kk `<6 U , Q fly U INV N-4,13 Q INV 17 ; w m I Z Qz Q I Q U EROSION CONTROL NOTES: o T EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR R OR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 2. 0 THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. 1 TOAA, 41 WV N-3.54 9 TM PROSSER Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 w - Fax 904.730.3413 jf www.prosserinc.com Florida Certificate of Authorization Number: 00004050 g.» S DSV E'l '6LEGEND: (5V N/ INLET PROTECTION EXISTING CONTOURS r, MANHOLE TO BE .s ,, f �� 21.7 + EXISTING SPOT ELEV. REMOVED (NOT IN USE) BROKEN ASPHALT CONCRETE DRIVE DRIVE TO BE REMOVED � N�� '140/ IV .� T VgII 1.35 ■ ■ PROPERTY UNE E ¢Et S, SILT FENCE LIMITS FCA' REC11€ (A .£ SF CLEARING <£ PEARS, TO NOT BE IN USF- .,, At � AIuri� FOUND TOT 41, LIMITS OF CURB DEMOLITION �. _. AUTOMOBILE SERVICE „ I .. LIMITS OF MISC. DEMOLITION ,y,^..F STATION W/ MINOR y � 2E 4 --yy ff° CIT� } § - AUTOMOTIVE E. � t I I 1 I ' IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY I SERVICE CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. ' ., X805 '� 8 i BUILDING TO BE DEMOLISHED AT Tx4Q" ` L 7.47 s « f W.411. �S l 3 r Q 107 I:80 789 90 RKING LOT TO BE DEMOLISHED 179 79 9 t I 1 h § F I° 5 1& t , e e § £ COVERED CONC ALT ELF --VMA 0 SNA a wf, I %E38'25'Ily N ■� '} 0.08 , ry C SWK «� ,. C0 ,,,°:, CSC & :.',� - s � y r � n P SF 4 SF SF SF CONCRETE DRIVE CONCRETE DRIVE CONCRETE DRIVE TO BE: REMOVED TO BE REMOVED TO BE MODIFIED 4,' (SEE SHEET C3.0) 1 y A � rf ASPHALT § o I § jb Abi � 4 NOTES: 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL DEMOLITION REMOVAL E OVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS SHOWN. 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND DETAILS. 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. 15. ADDITIONAL PERMITS MTS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BUILDING DEPARTMENT DATE : JULY, 2015 PHOjEIT N0, ; 114001.01 DE$I NIM By: J B D DRAWN By: DPT SCALE: AS NOTED THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS 80 NOTED ABOVE SHEET TME EXISTING CONDITIONS/ DEMOLITION PLAN PLAN >' No. 576 = C2.0 .Q STATE O IDA D S H E E T j EROSION CONTROL NOTES: 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR R OR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED AT ONE TIME AND THE DURATION OF EXPOSURE. 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL MEASURES TO PREVENT OFF SITE DAMAGE. 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SITE. 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADE HAS BEEN OBTAINED. 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND COMPLIANCE PROGRAM. 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM. DATE : JULY, 2015 PHOjEIT N0, ; 114001.01 DE$I NIM By: J B D DRAWN By: DPT SCALE: AS NOTED THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS 80 NOTED ABOVE SHEET TME EXISTING CONDITIONS/ DEMOLITION PLAN PLAN >' No. 576 = C2.0 .Q STATE O IDA D S H E E T j SITE DATA TABLE USE: AUTOMOBILE SERVICE/ RESTAURANT ZONING: CG LANDUSE: COMMERCIAL PHASES: 1 BUILDINGS: 2 HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED PRE -CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE LOT DATA: ITEM TOTAL TOTAL (%) SITE AREA 79,939 S.F. 1.84 Ac. 100% 1 I� BUILDING (RETAIL SALES/ s,ANU CLART11 ON IXSI< v AUTOMOBILE SERVICE STATION) 6,400 S.F. 0.15 Ac. 8.2% BUILDING (RESTAURANT) 3,650 S.F. 0.08 Ac. 4.5% LT PERVIOUS AREA 19,500 S.F. 0.45 Ac. 24.5% S�JRDIVANT AVENUE" WHITE STOP BAR; * PARKING: R25 E/P r24 ST©P (60' ROW)(TYP.-BOTH SIDES) 4' BEHIND ROW PARKING REQUIRED PROVIDED R25' E/P 24" WHITE STOP BAR; 7 ' AUTOMOBILE SERVICE STATION 16 (1/400 SF) 26 a� �a 5.11 R1-1 (TYP.-BOTH SIDES) 4' BEHIND ROW r� 36"x36" I ., _µµ�...... RESTAURANT 76 SEATS EP��..._.-19 (1 /4 SEATS) 19 I �- CES 35 q.,.--�,�, TOTAL SPA ** � I . I �...�...I /� 5 ( I I ® BICYCLE PARKING 5 5 • 5 5 _- L' C -----�-----I---- 1-� J INV i M1z. S<$5 R �b 4ON-STREET PARKING TABLE N: 21 40.05 „r 4' FENCE � E: 72.44PROPERTY CORNERI EXISTING 1 N: 21(PROPER RN 78444.45 RIO' ��p 36"x36" BIKE RACK N: 2178448.59 -30 ' E: 528844,;3J 12' 12' N: 2178437.26 N: 2178438.49 TOTAL 11 I- - 529244. E: 529234.41 C3. E: 529119.67 BULKHEAD - IN r - { -R1 0' (BY OTHERS) „ *THE NUMBER OF PARKING SPACES : DEPICTED IN THIS SITE PLAN REFLECTS y N: 2178424.99 2- 4' GATES I 11 THE MINIMUM PARKING REQUIRED BY IG CORNERI E: 529056.81 " - ' „ 4 Q N: 2178420.56 ( WET DETENTION POND I CODE AND IS SUBJECT TO A DECISION OUTSIDE WALL N: 2178425.40 N: 2178418.47 R 1' E 528915.57 8936-28 ( - - - I N - 12' 12' ts' s' ` N: 2178412sa_ CASE NO. 16 2014 CA -7714 a 6 N I E 529110.93 I I PENDING IN THE CIRCUIT COURT, 4TH w. JUDICIAL CIRCUIT DUVAL COUNTY, DUMPSTER ENCLOSURE BLOCK `� ' I � � WALL WITH STUCCO TO MATCH -T �' A19i4 VA'1ALAM N: 2178395.33 N: 2178396.x0 .. `�. E: 529169.32 E: 529234.88 ' I COLOR OF ADJACENT -BUILDING:` FLORIDA AS TO THE NUMBER OF MIN11 UM OF 6' (SEE ARCH PLANS) RETAIL SALES 1 ' 12' 24' I 'I PARKING SPACES s 8 „ x- x x �_ , x_ x L _ - ES TO WHICH ATLANTIC N: 2178380.28 6,400 S.F. I BEACH DINER IS ENTITLED UNDER ITS E: 529120.26 ,�- * N; 2178390.34 - N JTBOLLARD (TYP.) ' N: 2178382.80 x E: 529219.78 29 LEASE, AND IS SUBJECT TO OUTSIDE WALL CORNER ' _ E: 529111.24 ��"� I N: 2178400.14 ( �`� I� N I I *"� ,. t MODIFICATION AS RFOIIIRFn AY TNAT - --- -N: 2178248.62 - - a2.1o' <. V1272%26 28 a .. U: 529246.53 E: 529 9.85 -, w %c� C CV ,. J n e �x; k �. N: 208230.29 522 78230.29 N: 21 4.8 "}7a N: 2178233.16 R- E: R13.5' E/P d ��, E: 529127.34 5 91 .79 TIE TO EXISTING DRIVEWAY (TYP.) I 1H 24" WHITE STOP BAR; I 4' BEHIND ROW 24" WHITE STOP BAR; ATLANTIC BOULEVARD 4' BEHIND ROW 1 iPA SETBACK LANDSCAPE BUFFER FRONT 20' 10' SIDE 5' 5' REAR 20' 10' HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED PRE -CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE LOT DATA: ITEM TOTAL TOTAL (%) SITE AREA 79,939 S.F. 1.84 Ac. 100% 1 I� BUILDING (RETAIL SALES/ s,ANU CLART11 ON IXSI< v AUTOMOBILE SERVICE STATION) 6,400 S.F. 0.15 Ac. 8.2% BUILDING (RESTAURANT) 3,650 S.F. 0.08 Ac. 4.5% LT PERVIOUS AREA 19,500 S.F. 0.45 Ac. 24.5% S�JRDIVANT AVENUE" WHITE STOP BAR; * PARKING: R25 E/P r24 ST©P (60' ROW)(TYP.-BOTH SIDES) 4' BEHIND ROW PARKING REQUIRED PROVIDED R25' E/P 24" WHITE STOP BAR; 7 ' AUTOMOBILE SERVICE STATION 16 (1/400 SF) 26 a� �a 5.11 R1-1 (TYP.-BOTH SIDES) 4' BEHIND ROW r� 36"x36" I ., _µµ�...... RESTAURANT 76 SEATS EP��..._.-19 (1 /4 SEATS) 19 I �- CES 35 q.,.--�,�, TOTAL SPA ** � I . I �...�...I /� 5 ( I I ® BICYCLE PARKING 5 5 • 5 5 _- L' C -----�-----I---- 1-� J INV i M1z. S<$5 R �b 4ON-STREET PARKING TABLE N: 21 40.05 „r 4' FENCE � E: 72.44PROPERTY CORNERI EXISTING 1 N: 21(PROPER RN 78444.45 RIO' ��p 36"x36" BIKE RACK N: 2178448.59 -30 ' E: 528844,;3J 12' 12' N: 2178437.26 N: 2178438.49 TOTAL 11 I- - 529244. E: 529234.41 C3. E: 529119.67 BULKHEAD - IN r - { -R1 0' (BY OTHERS) „ *THE NUMBER OF PARKING SPACES : DEPICTED IN THIS SITE PLAN REFLECTS y N: 2178424.99 2- 4' GATES I 11 THE MINIMUM PARKING REQUIRED BY IG CORNERI E: 529056.81 " - ' „ 4 Q N: 2178420.56 ( WET DETENTION POND I CODE AND IS SUBJECT TO A DECISION OUTSIDE WALL N: 2178425.40 N: 2178418.47 R 1' E 528915.57 8936-28 ( - - - I N - 12' 12' ts' s' ` N: 2178412sa_ CASE NO. 16 2014 CA -7714 a 6 N I E 529110.93 I I PENDING IN THE CIRCUIT COURT, 4TH w. JUDICIAL CIRCUIT DUVAL COUNTY, DUMPSTER ENCLOSURE BLOCK `� ' I � � WALL WITH STUCCO TO MATCH -T �' A19i4 VA'1ALAM N: 2178395.33 N: 2178396.x0 .. `�. E: 529169.32 E: 529234.88 ' I COLOR OF ADJACENT -BUILDING:` FLORIDA AS TO THE NUMBER OF MIN11 UM OF 6' (SEE ARCH PLANS) RETAIL SALES 1 ' 12' 24' I 'I PARKING SPACES s 8 „ x- x x �_ , x_ x L _ - ES TO WHICH ATLANTIC N: 2178380.28 6,400 S.F. I BEACH DINER IS ENTITLED UNDER ITS E: 529120.26 ,�- * N; 2178390.34 - N JTBOLLARD (TYP.) ' N: 2178382.80 x E: 529219.78 29 LEASE, AND IS SUBJECT TO OUTSIDE WALL CORNER ' _ E: 529111.24 ��"� I N: 2178400.14 ( �`� I� N I I *"� ,. t MODIFICATION AS RFOIIIRFn AY TNAT - --- -N: 2178248.62 - - a2.1o' <. V1272%26 28 a .. U: 529246.53 E: 529 9.85 -, w %c� C CV ,. J n e �x; k �. N: 208230.29 522 78230.29 N: 21 4.8 "}7a N: 2178233.16 R- E: R13.5' E/P d ��, E: 529127.34 5 91 .79 TIE TO EXISTING DRIVEWAY (TYP.) I 1H 24" WHITE STOP BAR; I 4' BEHIND ROW 24" WHITE STOP BAR; ATLANTIC BOULEVARD 4' BEHIND ROW 1 iPA iLT CONCRETE/GATE PARKING (906' ROW) 1� t�klvi i'z` 'ice -3.7d rwitu r NAMIt: GAI t VIL I NULEUM 0 ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE OWNER/DEVELOPER: GATE PETROLEUM COMPANY ENGINEER/LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 JACKSONVILLE, FL 32224 NOTES: 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. PROSSER tw Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739,3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : JULY, 2015 pRQ,EC' No.: 11400 1. 01 DESIGNED BY: J B D DRAWN By: DPT SCALE: AS NOTED 140. Date Revk*)n SITE LAYOUT PLAN / No. 6J C3.0 ASPHALT/GATE PARKING CONCRETE/GATE PARKING ASPHALT/DINER PARKING CCONCRETE DETECTABLE WARNING 9; LOADING ZONE CURB & GUTTER 30 - N STREET PARKING COUNT NOTES: 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II SEALER. (TYP. ON SITE). 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. 5. FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0. 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE NOTED 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. 11. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE COORDINATES FROM CLARY AND ASSOCIATES. 12. PLANS ARE NAVD 88. PROSSER tw Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739,3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : JULY, 2015 pRQ,EC' No.: 11400 1. 01 DESIGNED BY: J B D DRAWN By: DPT SCALE: AS NOTED 140. Date Revk*)n SITE LAYOUT PLAN / No. 6J C3.0 a , V (NAVM' f PK Wit- AND CLARY �$d ii DMIK f IN CONCRVE DRIVEWAY CORE INTO EXISTING A�xURDIVAICU ..l&,NVE DROP INLET O INV.=3.05 /{ ASPHALT S 1 RDIVANT A 1!'�3 _ MEG TYPE 'C' INLET13 CORE INTO EXISTING a q ±6.31 TOP=6.96 DROP INLET AT INY.=3.81 i60' R0" a 4 a € DA=0.28 AC IN t M Com. ± MEG t E INV.=1.17 MEG MEG t,tx 4 MEG W :- , ,.. �� " ; < ; ( ) tea. ?. .. w , , �,:�,,s„s:'a ±6.32 ; x±6.33 ±6.47 (W) INV.=1.17 • t6.50 , T Al MANHOLE iz .tt 189 LF 15' ;,.TOP=7.20 �.".._€ t K. E C INLET CS)6.41+ .t { F,� 21 J , 12 ANHx..OUN M THE,' �I RCP O 0.5% (} INV.=4.00 &0 TOP --6.85 202 LF 15' i RCP O 1.0%,, .48 AG RCP O 0. % x88 t.z iNV. 4.00 . 3 2.17 � -'rL I ._. r";:: ,.,- ,. ,,,s„ ..,,.,,.,, "na�, """ „ +.5 ., �QI.IT 670 x 1%2`2 _. �.. _.w,...... ,. ,,,., r. 9 ' 8.30 .. INV 1.50=, : x ■ rr x >R x x I 8.42, 7.29 r'; CLEANOUT., 7,87 7. INV.=1.96. *., . OUTFALL 1 �I .1 7.444 i MODIFIED TYPE 'E' INLET 7.12 ' 7.57 34 LF' 15 INV.= 1.0 to oo • SWMF 7.45 _,. �;.... 8.30 RCP O O f TOP=6.93 = 7.23 � <. WEIR=6.30 � AREA \ CLEANOUT - .. `8.48 INV.=4.03 I TOP = 7.95 INY.=1.70 7.32 S NWL = 4.20 7.45 '. ,, __. ..� e . . E ROOF DRAIN �17' ..�_ I.-3.80 (TYP.)LEGEND INY.=2.05 ,. 7.21 r � 1� r. 7,6 OUTFALL 2 5YR = 6.77 (.,.. ,.,,N, _F .. I .' ( ✓ MODIFIED TYPE 'E' INLET' - - - - - - - _� . TOP=6.93 , I MA = 6.56 - EASEMENT PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 "TE AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : JULY 2015 FfKMCT NO.: 114001.01 DESIGNED BY: J B D DRAWN By: DPT SCALE: AS NOTED NO. Date Revtsdnn THIS DRAWING NOT RELEASED FOR CONSTRUCTION !LESS 80 NOTED ABOVE SHEET TITLE PAVING, GRADING AND DRAINAGE PLAN `"``ORtlynrrrrryrrbryryr o.62 76 C4.0 &AW Pj 8 H E E T PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 LEGEND — — — — — — — — EASEMENT — — — — — RIGHT—OF—WAY o o�000 eQo� DETECTABLE WARNING PROPOSED SIDEWALK PROPOSED ASPHALT AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE 2" IRRIGATION METER —2" CORP STOP AND 2" POLY 2" 90' BEND DATE : _ JULY, 2015 PROJECT NO.: 11400 1. 01 DESIGNED BY : J B D DRAWN BY: DPT SCALE: AS NOTED No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE CONNECT TO EXISTING WATER MAIN UTILITY PLAN C5.0 -fpTE OF J. No. DAT �s., v ®, .�•` S H E E T NOTE: PARKING BEDDING EXCAVATION SHALL ACCOMC BELL SUCH THAT FULL LENGTH OF F IS SUPPORTED. CAREFULLY a a BBc+18"MAX. COMPACTED 1_Be_'+ ' Bc+12"MIN �I BACKFILL SHEETING f Be 7 SHEETING I -- 1/4 Be 4" MIN. COMPACTED GRANULAR MATERIAL HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH TYPE II COMPACTED,GRANULAR BEDDING CAREFULLY COMPACTED BACKFILL N 8" I 2" �— VISHED GRADE 6" JOINT SEALER* B. 12" PAVEMENT d 4 d * APPLY JOINT SEALER 60 DAYS AFTER ASPHALT HAS BEEN PLACED TYPE "D" HEADER CURB CONC. CURB s' " JOINT SEALER TII '/2"R '/2" 1" R 1" R 12' —� 12' — /2"R 6 3 /8" 7" 7 5/8" 1/2"R— I _Bc SHAPED BOTTOM SUITABLE 1- 18• I 1 18• - UNDISTURBED SOIL CITY STANDARD MEDIAN CURB (LOW SIDE) (HIGH SIDE) HALF SE 0 HALF SECTION NOTES: SHEETRB ED H UNSHEETED TRENCH 1. FOR CURB AND CUA GUTTER PROVIDE 0.125" CONTRACTION JOINTS EVERY 10' (MAX). CONTRACTION JOINTS ADJACENT TO CONCRETE PAVING SHALL MATCH THE PAVEMENT CONTRACTION JOINTS , NOT EXCEEDING 12'. 0.375" EXPANSION JOINTS SHALL BE LOCATED A WUOMUM OF EVERY P E I 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES 2. CONCRETE FOR CURS AND CURB & WTTER SHALL USA -E A MIN. 3.000 PSI WITH SYTNE71C FIBERS PROVIDING A RESIDUAL FLEXURAL STRENGTH OF 152 PSI WHEN TESTED USING STM 01018--97. SUCH AS STRUX 90/40 APPLIED AT A RATE OF 4.5 LB/CYD OR APPROVED EQUIVELENT. SHAPED B OM W/TAMPED BACKFILL 3. GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. "B" BEDDING DET CURB & GUTTER DETAIL L 8" THICKENED EDGE AGAINST ASPHALT PSI CONCRETE SEE DETAIL vd a 10L L � a CUT & REMOVE EXISTING CURB OR MEDIAN k GUTTER TO CONSTRUCT TRANSITIONGUTTER ON SITE GRASS WIDTH °o< 2% MAX °0o0a< SLOPE °0°c ,S°ogo°< 24 °°°°°° 12" 8' MINIMUM 1—f 12" CROSSWALK NDICAP RA IN R.0 ABUTT ASPHAI1TIC CONCRETE 5' TRANSITION CURB GUTTER PLAN TOP OF CURB 1__5' TRANSITION TOP OF PAVEMENT OR GUTTER PROFILE CURB TRANSITION 7" 1.5" ASPHALTIC CONCRETE TYPE SP -9.5 (2 LIFTS OF 0.75") 6" COMPACTED CRUSHCR TE OR LIMERICK , BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-1.80 12" CONSTRUCTED ;NUB -BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY - AASHTO T-180. ASPHALT PAVEMENT R3 -5L R1-1 PROPOSED SIGNAGE — SINGLE POL-5 WHITE NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED ONES USING WHITE TRAFFIC MARKING PAINT 2" ASPHALTIC CONCRETE TYPE SP -12.5 8" COMPACTED CRUSHCR TE OR LIMEROCK BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-180 12" CONSTRUCTED SUB -BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY - AASHTO T-180. ROW ASPHALT PAVEMENT TYPICAL PARKING SPACE LAYOUTS 7' MOUNTING HEIGHT HC SIGN NO. FTP26--___ a <a a a PARKING SPACESVAN �= 12 X 6" FINISHED GRADE T WARNING SURFACE PER CH. 11 FINNED GRADE ALLI ACCESSIBLE `D TO MATCH TOP 8' WIDTH UNLESS OTHERWISE NOTED BLDG. CODE (TYP.) RAMP CURB OF SIDEWALK OF SIDEWALK GATE -RIVER ROCK MIX) PARKING By DISABLED NOTES: SIGN TYPICAL AT AND DEPTH OF RAMP) a a ALL VAN ACCESSIBLE CURB 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP S` WORDING AS REQ'DBY STATE OR LOCAL LAW szeo FINE 12" X 9" oso oseeo soeoeoeosoeos0vo,°,o oso �'. 1. CONTROL JOINTS TO BE AT IWACINO CUT & REMOVE EXISTING CURB OR MEDIAN k GUTTER TO CONSTRUCT TRANSITIONGUTTER ON SITE GRASS WIDTH °o< 2% MAX °0o0a< SLOPE °0°c ,S°ogo°< 24 °°°°°° 12" 8' MINIMUM 1—f 12" CROSSWALK NDICAP RA IN R.0 ABUTT ASPHAI1TIC CONCRETE 5' TRANSITION CURB GUTTER PLAN TOP OF CURB 1__5' TRANSITION TOP OF PAVEMENT OR GUTTER PROFILE CURB TRANSITION 7" 1.5" ASPHALTIC CONCRETE TYPE SP -9.5 (2 LIFTS OF 0.75") 6" COMPACTED CRUSHCR TE OR LIMERICK , BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-1.80 12" CONSTRUCTED ;NUB -BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY - AASHTO T-180. ASPHALT PAVEMENT R3 -5L R1-1 PROPOSED SIGNAGE — SINGLE POL-5 WHITE NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED ONES USING WHITE TRAFFIC MARKING PAINT 2" ASPHALTIC CONCRETE TYPE SP -12.5 8" COMPACTED CRUSHCR TE OR LIMEROCK BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-180 12" CONSTRUCTED SUB -BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY - AASHTO T-180. ROW ASPHALT PAVEMENT TYPICAL PARKING SPACE LAYOUTS 7' MOUNTING HEIGHT HC SIGN NO. FTP26--___ a <a a a PARKING SPACESVAN �= 12 X 6" FINISHED GRADE MAX. 2x CROSS SLOPE FINNED GRADE ALLI ACCESSIBLE TO MATCH TOP 8' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP PARKING SPACES OF SIDEWALK OF SIDEWALK PARKING By DISABLED NOTES: SIGN TYPICAL AT MITTHIS T' LE"I'L a a ALL VAN ACCESSIBLE Case X 1 " Crown ------ Cold Mix Q Q a a a n? n LimerockBase 6 Limerock Min. \ 98% Comp. AASHTO T-180 Temporary Type I Repair 1 " Crown Cold Mix Q Q Q a Q 6 D D Q D Limerock Base d 4 O0 D �D \ 98% Comp. AASHTO T-180 Temporary Type II Re P y yP air P Ditch Width(W) +4' Min. Surface Replacement Consistent W/Exist. 1/8" To 1/4 Smooth Saw Cut 6"/ 1 1/4" Min. Surface Limerock Base C3 Q Q a0 D 0 T 0� D 7(VWF)y Limerock Replacement BaseLBR 75, 100% Max. Density1.5' AASHTO T-180 D Compacted Backfill 98% Max. Density AASHTO T-180 /\ 12 Min -,71 12/ Min. Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. STANDARD PAVING REPAIR DETAIL 6" WHITE PAINTED UNE DIAGONALS O 60' EQUALLY SPACED HC SIGN N0. FTP 26 12:1 MAX.z 120 MAX. WHEELSTOP WHERE SHOWN ON PLAN LUE PAINTED UNES :WHITE HAN SYMBOL 6" BLUE '— " 6" WHITE PAINTED UNE WHEN ADJACENT TO STANDARD SPACE DETECTABLE WARNING SURFACE IN ACCORDANCE WITH A.D.A. (SEE FLORIDA BLDG. CODE, CH. 11) NOTE: HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 51 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : JULY. 2015 PROJECT NO : 114001.01 DEQ By: J B D DRAWN BY: DPT SCALE: AS NOTED No. Date Revidon THIS DRAWM NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITTLE GRADING AND DRAINAGE DETAILS 43 �e -` — C6.1 A') Of. ST ATE OF y . 0 " . u , S H E E T -- a <a a a PARKING SPACESVAN �= 12 X 6" ACCESSIBLE NOTES: PENALTY SIGN WITH 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP S` WORDING AS REQ'DBY STATE OR LOCAL LAW szeo FINE 12" X 9" 1. CONTROL JOINTS TO BE AT IWACINO EQUAL TO WIDTH OF SIDEWALK. 2"X 2" STEEL TUBE 3. SIDEWALK WIDTH TO BE 6' INHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP _ I 6' ANCHORED 24" IN II MAX 2% CROSS SLOPE SOLID CONCRETE I I o c a a^. 4„ a a a II Il a a a 6" TOPSLOPOF AeIE WARNING SURFACE 4 PAVEMENT GROUND PAVING I I CONCRETE 11 FLORIDA BUILDING a SURFACE ' TED DOMES - � COMPACTED DEPTH IN DIRECTION LIMEROCK BASE—] VEL—FULL WIDTH) „ I o CONCRETE SHALL BE 3000 PSI. I I N MAX. SLUMP 5" 3" 5" STABILIZED U SUBGRADE - NOTE: WHERE SIDEWALK ABUTS BUILDING SEPARATE WITH A 1/2" PREMOLDED MASTIC STRIP CONTINUOUS DETAIL SIDEWALK SECTION SIGN NO. FTP 2 Case X 1 " Crown ------ Cold Mix Q Q a a a n? n LimerockBase 6 Limerock Min. \ 98% Comp. AASHTO T-180 Temporary Type I Repair 1 " Crown Cold Mix Q Q Q a Q 6 D D Q D Limerock Base d 4 O0 D �D \ 98% Comp. AASHTO T-180 Temporary Type II Re P y yP air P Ditch Width(W) +4' Min. Surface Replacement Consistent W/Exist. 1/8" To 1/4 Smooth Saw Cut 6"/ 1 1/4" Min. Surface Limerock Base C3 Q Q a0 D 0 T 0� D 7(VWF)y Limerock Replacement BaseLBR 75, 100% Max. Density1.5' AASHTO T-180 D Compacted Backfill 98% Max. Density AASHTO T-180 /\ 12 Min -,71 12/ Min. Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. STANDARD PAVING REPAIR DETAIL 6" WHITE PAINTED UNE DIAGONALS O 60' EQUALLY SPACED HC SIGN N0. FTP 26 12:1 MAX.z 120 MAX. WHEELSTOP WHERE SHOWN ON PLAN LUE PAINTED UNES :WHITE HAN SYMBOL 6" BLUE '— " 6" WHITE PAINTED UNE WHEN ADJACENT TO STANDARD SPACE DETECTABLE WARNING SURFACE IN ACCORDANCE WITH A.D.A. (SEE FLORIDA BLDG. CODE, CH. 11) NOTE: HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 51 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE DATE : JULY. 2015 PROJECT NO : 114001.01 DEQ By: J B D DRAWN BY: DPT SCALE: AS NOTED No. Date Revidon THIS DRAWM NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITTLE GRADING AND DRAINAGE DETAILS 43 �e -` — C6.1 A') Of. ST ATE OF y . 0 " . u , S H E E T E Ln 0 I 0 N N U O rn -o Cn w w 0 0 Z Q w O Z ES 0 0 �r z w Of U 0 0 Q U U Q w m U z Q J I— d Q I 0 i O O d - d CONCRETE PAD 1/4" ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. - 1/4- ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. OIL SKIMMER/GRATE EL 6.93 25 YR/24 HR 36" WEIR EL 6.30 NORMAL WATER EL 4.20 CONCRETE PAD 11 3 RCP NOTE: 25 YR/ 24 HR STORM EL 6.93 5 YR 24 HR STORM EL 6.77 MEAN ANNUAL WATER EL 6.56 NORMAL WATER EL. 4.20 NOT TO SCALE POND SECTION 1. USE MODIFIED TYPE 'E' OUTLET FOR CONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. MODIFIED TYP ""E" CONTROL STRUCTURE NOT TO SCALE 6" PVC 1.5" ORIFICE DRILLED IN CENTER PVC THREADED CAP CON 1/4" ALUMINUM SKIMMER WITH 1 GALVANIZED ANC BOLTS. 18" O.C. TOB EL 7.95 RETAINING WALL OTHERS) 1/4" ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. - 6" E: USE MODIFIED TYPE 'E' OUTLET FOR :ONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. TOB EL. 7.95 \ MODIFIED TYPE "E" STRUCTU TYPE "E" GRATE OIL SKIMMER/GRATE EL 6.93 25 YR/24 HR " RETAINING WALL (BY OTHERS) .I 36" WEIR EL 6.30 I TRASH d'. I BARS r I.: R .I. 6" O.C. I. NORMAL WATER EL 4.20 I 1 BOTTOM SKIMMER EL. 3.2 CONCRETE PAD s" PVC 15" RCP 1.5" ORIFICE TO OUTFALL DRILLED IN CENTER PVC THREADED CAP I 1 I 4.05 ° .. . C e _T e ° " AX . SUMP EL. (FILLED W/ �d CONCRETE FROM INV. RCP TO BOTTOM OF STRUCTURE) I=IIITII III Ii 114 O 12" O.C. B. MINIMUM BEARING CAPACITY 2000 PSF #4 O 6" O.C. B. SECTION MODIFIED TYPE "E" CONTROL STRUCTURE NOT TO SCALE INV. EL 4.03 SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. 6" EYE BOLTS (SEE PLATE 6" 2' 0" 6" D-210) 2 1 4" — 3 1/2" 3 1/ » 2 1/4" ALL EXPOSED CORNERS \_ 2» AND EDGES TO BE APPROX. 240 LBS, N LO o CHAMFERED 3/4" F-12"x2"x1/4" ANGLE IRON GRATE SEAT (SEE PLATE D-209) #4 O 12 O.C. B.W. n VARIES n r, MAX. DEPTH 15' r r N N GROUT, OR RAM-NEK JOINTS WHEN REQUIRED N I � o � uupuN Ell r— 4 1/2"/F 2 1 /s" 7/$" 1 5/8" 1 7/$" 4 O 12" O.C. B.W. 35 7/8 2 7/$" �- PIPE MUST NOT BE IN ELM CONSTRUCTION JOINT 1/8"X1"X1» BEARING PAD — — — PIPES SHALL BE FLUSH 1 1/2" 7/8" WITH INSIDE WALL 35 1/8" �i MY8" �—� ' �� X� X"� ¢4 O 6" O.C. B.W. ELEVATM MINIMUM BEARING CAPACITY 2000 PSF 11 oil Al ATA COVER PLAN PRECASTIN ACCORDANCE WITH LATEST EDITIONS OF ASTM C 478 GROUT ZICK 2— #8 @ 6" O.C. Q Q U U w w w 0- V) \, PLAN N + U I 0 i w i TOB EL 7.95 MODIFIED TY "E" STRUCTU o I i) TYPE "E RATE 7�s " RETAINING WALL 0 I rn - I O (BY OTHERS) . ... I• TRASH ,.la • BARS I . r ' : 6" O.C. I .. ' BOTTOM SKIMMER EL. 3.2 I PIPE MUST 6 VCI I » 12 RCP 1 ORIFICE TO OUTFALL Di LED IN CENTER THREADED CAP I I CONST. JOINT 4 U' d .a< 1' ° da°T SUMP EL. (FILLED W/ w w CONCRETE FROM INV. RCP TO BOTTOM OF STRUCTURE) 11 II #4 ® 12" O.C.WJ1I�I1 MIN M BEARING CAPA TY 2000 PSF O 6" O.C. B. SECTION MODIFIED TYP ""E" CONTROL STRUCTURE NOT TO SCALE 6" PVC 1.5" ORIFICE DRILLED IN CENTER PVC THREADED CAP CON 1/4" ALUMINUM SKIMMER WITH 1 GALVANIZED ANC BOLTS. 18" O.C. TOB EL 7.95 RETAINING WALL OTHERS) 1/4" ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. - 6" E: USE MODIFIED TYPE 'E' OUTLET FOR :ONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. TOB EL. 7.95 \ MODIFIED TYPE "E" STRUCTU TYPE "E" GRATE OIL SKIMMER/GRATE EL 6.93 25 YR/24 HR " RETAINING WALL (BY OTHERS) .I 36" WEIR EL 6.30 I TRASH d'. I BARS r I.: R .I. 6" O.C. I. NORMAL WATER EL 4.20 I 1 BOTTOM SKIMMER EL. 3.2 CONCRETE PAD s" PVC 15" RCP 1.5" ORIFICE TO OUTFALL DRILLED IN CENTER PVC THREADED CAP I 1 I 4.05 ° .. . C e _T e ° " AX . SUMP EL. (FILLED W/ �d CONCRETE FROM INV. RCP TO BOTTOM OF STRUCTURE) I=IIITII III Ii 114 O 12" O.C. B. MINIMUM BEARING CAPACITY 2000 PSF #4 O 6" O.C. B. SECTION MODIFIED TYPE "E" CONTROL STRUCTURE NOT TO SCALE INV. EL 4.03 SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. 6" EYE BOLTS (SEE PLATE 6" 2' 0" 6" D-210) 2 1 4" — 3 1/2" 3 1/ » 2 1/4" ALL EXPOSED CORNERS \_ 2» AND EDGES TO BE APPROX. 240 LBS, N LO o CHAMFERED 3/4" F-12"x2"x1/4" ANGLE IRON GRATE SEAT (SEE PLATE D-209) #4 O 12 O.C. B.W. n VARIES n r, MAX. DEPTH 15' r r N N GROUT, OR RAM-NEK JOINTS WHEN REQUIRED N I � o � uupuN Ell r— 4 1/2"/F 2 1 /s" 7/$" 1 5/8" 1 7/$" 4 O 12" O.C. B.W. 35 7/8 2 7/$" �- PIPE MUST NOT BE IN ELM CONSTRUCTION JOINT 1/8"X1"X1» BEARING PAD — — — PIPES SHALL BE FLUSH 1 1/2" 7/8" WITH INSIDE WALL 35 1/8" �i MY8" �—� ' �� X� X"� ¢4 O 6" O.C. B.W. ELEVATM MINIMUM BEARING CAPACITY 2000 PSF 11 oil Al ATA COVER PLAN PRECASTIN ACCORDANCE WITH LATEST EDITIONS OF ASTM C 478 GROUT ZICK 2— #8 @ 6" O.C. Q Q U U w w w 0- V) \, Q I m I U I 0 i w i I Z - I o I Wit- o I i) 0 I cD 0 I i, 0 I oo 0 I rn - I O r ' : nr%o%&"&mm=r%Tm rp"nva,'Dr.rt Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION 1N'/ MINOR AUTOMOTIVE SERVICE DATE : JULY. 2015 PROJECT Nil 114001.01 DEQ By: J B D DRAWN By: DPT SCALE: AS NOTED No. Date Reviiii MANHOLE COVER AND FRAME THIS DRAWING NOT RELEASEID FOR PER CITY OF JAX. STD. UNLESS 90 NOTED ABOVE SHEET TITLE BRICK GRADING AND /— GROUT, "RAMNEK" OR DRAINAGE 0 RING JOINTS WHERE REQ'D. DETAILS PIPES SHALL BE FLUSH WITH INSIDE WALL. C6.2 OUTFA,L STRUCTURE 2 OUTFALL STRUCTURE 1 STORM SEWER TYPE J-1 THROUGH J -1-F MANHOLE 'a OF 8 H E E T N Z - ' : 2" CLEAR .. ' PIPE MUST NOT BE IN = CONST. JOINT U' w w w Q 2" CLEAR MIN. BEARING CAP 2000 P.S.F. nr%o%&"&mm=r%Tm rp"nva,'Dr.rt Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION 1N'/ MINOR AUTOMOTIVE SERVICE DATE : JULY. 2015 PROJECT Nil 114001.01 DEQ By: J B D DRAWN By: DPT SCALE: AS NOTED No. Date Reviiii MANHOLE COVER AND FRAME THIS DRAWING NOT RELEASEID FOR PER CITY OF JAX. STD. UNLESS 90 NOTED ABOVE SHEET TITLE BRICK GRADING AND /— GROUT, "RAMNEK" OR DRAINAGE 0 RING JOINTS WHERE REQ'D. DETAILS PIPES SHALL BE FLUSH WITH INSIDE WALL. C6.2 OUTFA,L STRUCTURE 2 OUTFALL STRUCTURE 1 STORM SEWER TYPE J-1 THROUGH J -1-F MANHOLE 'a OF 8 H E E T E LO 0 I O N N U 0 m 3 v 0 N C 0 I a� 0 z I c (U I ¢ w I rn -o -41 N 0 w z w ry U D U U ¢ W m U Z J H W I 0 I 0 0 i nr%^twrwj"r%- r'", Community - Management - Energy - Relationships 13901'' Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Z z Fax 904.730.3413 0 D) o LU J www.prosserinc.com � W W Florida Certificate of Authorization _ U) Number: 00004050 L P I 3F3E1MMMA w Qxxxxx� mXXXXX X O Z 'IL ch N '- - X DATE: JULY. 2015 X CD AUTOMOBILE SERVICE W LU PROJECT Np : 114001.01 0 NOTES: m Z Q J W z a W > STATION W/ MINOR z UJ -.._ ¢OiATA: Q SCALE ; AS NOTED wZ X 1. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE w v 0 ~ SURVEY /EY /\ AND LOCA -rd Z O W PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER LOCATIONS ARE ¢ Z Z O Q �//� ER SERVICE AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING DIVISION.o � INSTALLATION NOTES: Ui N W ❑ s'�`. . ,' _j Q ❑ 0 1. ALL ELEVATIONS ARE BASED ON U.S.C.&G.S1, 0 N w W M AND SHOWN IN FEET. 2. THE CONTRACTOR SHALL RESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR .625 Z Z2 mi � DISTURBED BY THE CONSTRUCTION OPERATION. ❑ ❑ 1. CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2, UNLESS ❑ ❑ 2. ELEVATIONS ARE BASED ON N.G.V.D. 1929. 1 ct W LU m OTHERWISE NOTED ON THE PLANS. r m w - - 3. TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE RESTORED TO THEIR PRE -CONSTRUCTION CONDITION IN ACCORDANCE LL U i ❑ ❑ 3. LOCATION OF EXISTING UTILITIES OBTAINED Y FT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID SPECS. LU ❑ O WITH CITY OF JACKSONVILLE/FDOT STANDARD SPECIFICATIONS. 0 ❑ 2. CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R.O.W. LINE. ❑ ❑ 4. EXISTING WATER AND SEWER LINES ARE SH AS PER FIELD LOCATES AND SUBDIVISION AS -BUILT PLANS. 4. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN ❑ ❑ 3. CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN IS ACCORDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS. SIDEWALKS REMOVED AND REPLACED IN CURB AND GUTTER LESS THAN 5 FEET DEEP, THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE. ❑ ❑ 5. UNDERGROUND UTILITIES WERE LOCATED UTIL ING GROUND PENETRATING RADAR (GPR) AND A DIGITAL LOCATOR. AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG CONTRACTOR SHALL BE AWARE THAT IN SO1 ASES UTILITIES HAVE BEEN LOCATED, AND SURVEY HAS BEEN COMPLETED THE RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET. ❑ ❑ 4. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE ONLY ON ONE SIDE OF THE ROAD. E RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS O 5. GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION OPERATION. FOLLOWS: ❑ ❑ 6. ALL PIPE LENGTHS SHOWN ON PLAN AND PR F S ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS NORTHSIDE-EAST of US -1 MIKE CORBITT @ 665-7991 (mobile 662-0635) ETC. OR ALONG THE CENTER LINE OF FORCE M S AND WATER MAINS. 6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND NORTHSIDE-WEST of US -1 ANDY YEAGER @ 665-7998 (mobile 662-0622) 7 SPECIFICATIONS LATEST EDITION. NORTHSIDE-BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557) ❑ ❑ 7. INVERT ELEVATIONS SHOWN ON DRAWINGS E R TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED. SOUTHSIDE-SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile 860-1687) 7. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT SOUTHSIDE-NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616) 13 138. THE LOCATION OF ALL EXISTING SEWER AN ER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE LOCATION REPLACEMENT DETAIL. SOUTHSIDE-BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616) OF NEW SERVICES SHALL BE VERIFIED IN THI LD. A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE 8. CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION REQUIRED WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED. ❑ ❑ 9. BENCHMARK DATA: HAVE OCCURRED. UTILITY CONTACTS: 11 115. ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. PERMIT R E Q U I R E M E(NOT ALL INCLUSIVE 11136. THE DESIGN FOR THE PROJECT IS BASED UPON THE "OPEN -CUT" METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR A. AT&T - GENERAL NUMBER- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -904-519-2529 METHODS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD. B. AT&T - ADAM DUGAN - NORTH DISTRICT ---------------------------904-781-0741 11 111. CONTRACTOR TO OBTAIN ALL REQUIRED RIG F -WAY PERMITS. C. AT&T -'BILL LAKE - SOUTH DISTRICT- - - -- - - - - - - - - - - - - - - - - - - - - - - - -904-303-8754 ❑ ❑ 7• THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE LEFT D. CITY OF JACKSONVILLE - PUBLIC WORKS DEPT.- - - - 904-255-8762 TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO EXISTING ACTIVE 13 2. CONTRACTOR SHALL NOT OPEN CUT STREETS THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS E. CITY OF JACKSONVILLE - TRAFFIC OPERATIOIVS- - - ---------------------g04-387-8861 HALL C SERVI E BE LEFT EFT INTERRUPTED AT THE ENDF TH O E WORK DAY. ❑ ❑ 3. THE CONTRACTOR IS RESPONSIBLE FOR OBF. Al NG A CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS WATER G. FLORIDA DEPT. OF TRANSPORTATION - - - - - - - - - - - - - - - - - - - - - - - - - - - -904-360-5200 JEA - WATER COLLECTION& DISTRIBUTION - DAVID ASHLEY- 0 118. CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION AS MANAGEMENT DISTRICTH ULD DEWATERI G TIVITIES BE REQUIRED. H. - - - - - - - - - - - - - - - - - - -904-665-8484 JEA - SEWER COLLECTION & DISTRIBUTION - JOSH PARKER - - - - - - - - - - - - - - - - - - -904-665-6052 NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON RECORD DRAWINGS (AS-BUILTS). 13 134. THE DEPARTMENT OF TRANSPORTATION RA L D COMPANIES AND C.O.J. ARE TO BE NOTIFIED IN ADVANCE OF I. JEA - GENERAL INFORMATION - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - 904-665-6000 CONSTRUCTION PER THEIR RESPECTIVE PEM CONDITIONS. J. JEA - PROJECT OUTREACH- - - - - --- - - -- - - - - - - - - - - - -- - - - - - - _904-665-7500 11 9. WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P./J.E.A. CERTIFICATION, AND K. JEA - POWER OUTAGES- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - -904-665-6000 PRIOR TO THE EXISTING MAINS BEING ABANDONED. ❑ ❑ 5. ALL WORK SHALL BE IN ACCORDANCE WITH BIC OCUMENTS, JEA WATER AND SEWER STANDARDS, DETAILS AND MATERIALS L. JEA - SEWER PROBLEMS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -904-665-4802 MANUAL, REV. 01/15. AND CITY OF JACKSONVILL STANDARD SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND M. JEA - WATER PROBLEMS- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -904-665-4801 ❑ ❑ 10. IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE, THEY SHALL BE CLOSED AND THE VALVE BOX LOCAL REGULATIONS. N. JEA - WATER & SEWER LOCATES- - - --- - - - - - - - - - - - - - - - - - - - - - - - -904-665-8410 AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT FILLED O. NASSAU COUNTY - PUBLIC WORKS - CHARLES HOUSTON- - - - - - - - - - - -904-491-7334 AND THE COVER REMOVED. ❑ ❑ 6. IF SOLVENT CONTAMINATION IS FOUND IN THE E TRENCH, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES P. ST. JOHNS COUNTY - RIGHT-OF-WAY PERMITTING - RICK MAULDIN- - - - - - - - - - - - - - - - - -904-209-0134 NOTIFIED. WITH APPROVAL OF THE PERMITT N NCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET AEA. Q. ST. JOHNS COUNTY - TRAFFIC SIGNALS - HANK MEIN- - - - - - - - - - - - - - - - - - - - - -904-209-0173 ❑ 11 11. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR. MATERIAL SHALL BE USED IN THE CONTAMIN T THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND R. COMCAST - EMERGENCY HOTLINE- - - - - - - - - - - - - - - - - - - - - - - - - - - - -904-380-6274 ANY SOLVENT NOTED. S. TECO/PEOPLES GAS - BEN MOBLEY - - --- - - - - - - - - - - - - - - - - - - - - - - - -904-545-8958 11 1112. CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER JEA ❑ ❑ SHALL �E T. SUNSHINE ONE CALL --------•----------------------------811 STANDARDS. 7. THE CONTRACTOR NOTIFY APPLICABL CONSTRUCTION OF FACILITIES IN THEIR RE 'P ILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO TIVE AREAS. 11 1113. WATER METERS' MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND RELOCATE WATER METERS AS NECESSARY. ❑ ❑ 8. TREE PROTECTION SHALL BE IN ACCORDANC E TH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS DETAILED ON SPECIFIC PLAN SHEETS. NO TF I ING OF OVERHANGING TREE LIMBS WILL BE ALLOWED. ❑ 14. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC USE SMALLER EQUIPMENT IF NECESSARY. SURVEY DATA AND LOCATIONS OF ABOVE GROUND AND UNDERGROUND UTILITIES. SHOULD THE CONTRACTOR DISCOVER ANY INACCURACIES, ERRORS OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER IN ORDER THAT ❑ ❑ 9. THE CONTRACTOR SHALL LOCATE THE DRAIr I 1A111INLET STRUCTURES IN THE PROJECT AREA AND ERECT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED. SEDIMENTATION CONTROL DEVICES AS NEC S RY PER THE CITY OF JACKSONVILLE STORMWATER POLLUTION PREVENTION PLAN. ❑ 15. SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET. ❑ ❑ 10. CONTRACTOR TO COORDINATE WORK WITH T R UTILITIES DURING CONSTRUCTION. { EXISTING UTILITY PR, ECTION: 1. IN ORDER TO REDUCE THE DISRUPTION AND COS TILITY DAMAGES OCCURRING IN THE DUVAL COUNTY RIGHT-OF-WAY AND EASEMENTS, THE CONTRAC HALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSED BY HIS WORK THROUGH FIELD VERIFICA I Olt THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN EXCAVATION, VERIFICATION MAY E ERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL DRILLING, VERIFICATION SH TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING -- - EQUIPMENT. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONI ISTING UTILITIES AS NEEDED TO AVOID CONTACT. EXISTING UTILITIES SHALL BE EXPOSED USING DET TION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH METHODS MAY INCLUDE BUT SHALL NOT BE LIMI E O "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE EXCAVATOR SHALL BE HELD LIAB FOR DAMAGES CAUSED TO THE CITY'S/JEA'S INFRASTRUCTURE AND THE EXISTING FACILITIES THER UTILITY COMPANIES. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CON CON ACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER STRUCTURES AND OBSTRUCTIONS BOTH ABOVE A BELOW GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WI THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. nr%^twrwj"r%- r'", Community - Management - Energy - Relationships 13901'' Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Z z Fax 904.730.3413 0 D) o LU J www.prosserinc.com � W W Florida Certificate of Authorization _ U) Number: 00004050 L P I 3F3E1MMMA w Qxxxxx� mXXXXX X O Z 'IL ch N '- - Q W X DATE: JULY. 2015 X CD AUTOMOBILE SERVICE W PROJECT Np : 114001.01 0 0 BHT TITLE Z X X z a W > STATION W/ MINOR z JEA- ZW Q SCALE ; AS NOTED wZ X "AUTOMOTIVE O 0 0 Z Z O W Z Z " < 0 U ER SERVICE L w X o Ui N W ❑ s'�`. . ,' _j .• C7.1 ': J":N 0 N w W Z 0 N Of W J .625 Z Z2 mi � L11 U) X X ULijn X U ct W LU m r m w F- Z z LL U i Ili Z LU ❑ O ¢ O U ❑ E s rn N f C O E E O V up G 7 m Q W W DATE: JULY. 2015 X CD 2 W PROJECT Np : 114001.01 0 0 BHT TITLE Z 0 N DESKNM BY : J B D W > DRAWN By: DPT z JEA- ZW Q SCALE ; AS NOTED cl� O Q W W THIS DRAWM NOT RELEASED FOR CD 2 v) ABOVE 0 BHT TITLE 0 N > 0 z JEA- Q Q z cl� O 0 0 0 Z O W tY¢ IL o U cn U ClIf W fi�ll{fMflfffllfp) J!)))'Jr f1- ORD Ui N W OZ s'�`. . ,' (D .• C7.1 ': J":N Z J .625 Z Z2 r • e WA 6PID P 7�� o S H E E T U) Y ct W F- O Z >Q J Q W Z W THIS DRAWM NOT RELEASED FOR CD OONSTFmnON UNLESS 90 NOTED ABOVE BHT TITLE 0 N O 0 w m z JEA- 0 °° W W cn z GENERAL. NOTES O Z O tii Q tY¢ IL o U cn W ZZ 0 fi�ll{fMflfffllfp) J!)))'Jr f1- ORD Ui N W c� s'�`. . ,' .• C7.1 ': J":N Z .625 r • e WA 6PID P 7�� o S H E E T J/!!/lllltiltifii4l\ I 0 Ln 0 0 N 41 N U 0 rn 3 L2 0 N c v 0 i a� _o U Of a� I C 0 a> 0 QI w I N m Q W F— Z W 6% U 0 Q U U Q W m U Z Q J Q W a 0 I 0 0 0 i j HORIZONTAL IERTICAL SEPARATION REQUIREMENTS NOTES: PROPOSED UTILITY E I 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE C SSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF CO VE FDR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION POTABLE WATER WASTEWATER RECLAIMED WATER VACUUM SEWERS CONFLICTING UTILITY HORIZ. VERT, J SIDE OF PIPE. HORIZ. VERT. JOINT HORIZ. VERT. JOINT HORIZ. VERT. JOINT SEPAR PtITI, N�G ;I N REQUIREMENTS FOR WATER, WASTEW SPACING* JANUARY 2015 - O. ro SPACING WATER MAIN AND NON -WATER MAIN SEPARATION REQ 61R SPACING* POTABLE WATER 3 6" APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST I 6' to 10' 12" 6' 3 6„ 6' 3' to 10' 12" 3' (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN NOTE 1 STORMWATER FORCE MAIN, OR PIPELINE CONVEYI C N E2 ALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) NOTE 5 NOTE 2 PROPOSED GRAVITY OR PRESSURE-TYPE SANITARYc ER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED NOTE 2 NCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE SO NOTE 2 RECLAIMED WATER 3' 6„ N E 2 3' NOTE 1 3' NOTE 1 3' NOTE 2 3 6„ 6' NOTE 2 3 ' NOTE 1 6„ 3' NOTE 2 WASTEWATER CHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATERT, AI BOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES4 A 3 3 MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. 3 L BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE 3' 3 CONVEYING RECLAIMED WATER, AND AT LEAST SI (6 3' GRAVITY AND FORCE MAIN ( ) 6' to 10' 12" N E NOTE 1 NOTE 1 6" NOTE 1 6" NOTE 2 NOTE 1 6„ NOTE 2 VACUUM SEWERS 3' to 10' 12" N I E 2 3 NOTE 1 3 NOTE 1 6" 3' NOTE 1 6„ 3' NOTE 2 3' NOTE 1 6" 3' NOTE 2 PARATION REQUIREMENTS 3' PLATE W-11 3' 3' RIGHT OF WAYS NOTE 1 N/A A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A PERMANENT STRUCTURES 3 NOTE 1 N/A i A 3 NOTE 1 N/A N/A 3 NOTE 1 N/A N/A 3 NOTE 1 N/A N/A (SIGNS, TREES, POLES, ETC.) STORM 3'3' 12" „ 6 3' 3' 3' 3' 3' SEWERS NOTE 1 N E2 NOTE 1 NOTE 2 NOTE 1 6" NOTE 2 NOTE 1 6 NOTE 2 ALL OTHER 3' 12" 3' 6„ 3' 3' 3' 3' 3' UTILITIES NOTE 1 11;N E NOTE 1 NOTE 2 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 NOTES: w Z cn O E I 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE C SSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF CO VE FDR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE MINIMUM JOINT SPACING REQUIRED FROM C O ING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE T O SIDE OF PIPE. 4. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIP ` N EVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM SEPARATION SHALL BE 12 INCHES. 0 0,\,,,, Z SEPAR LU LL, ;I N REQUIREMENTS FOR WATER, WASTEW ER AND RECLAIMED WATER MAINS JANUARY 2015 - O. ro j PLATE W-10 IENTS WATER MAIN AND NON -WATER MAIN SEPARATION REQ 61R - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED,AHED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LAT APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PUR E OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CO YIgNG EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT H�V N INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE W ER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS ALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN ND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYI C ECEAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAIMS ALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN HE UTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARYc ER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DIS NCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE SO OM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MA S OSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE L I THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT L A TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER, Al BOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAIS OSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE IV AI R'PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE 1 CHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATERT, AI BOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES4 A 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE W TI MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES 3H L BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANIT R EWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SI (6 ET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE NVEYING RECLAIMED WATER. 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE L0CP D SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM T FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST THREE (3) FEET, AND PREFERABLY TEN (10) FEET, ,R ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FE , M ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. 8. WHERE AN UNDERGROUND WATER MAIN IS BEINGI All ESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUN EI, MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIR EC NIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEE O OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, PRIOR TO CONSTRUCTION. NOTES O S ON UTILITY PARATION REQUIREMENTS JANUARY 2015 PLATE W-11 ■II'�® ® I! . 10' MAX WATER MAIN MJ TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) FOR LOCATE WIRE 3/4" RODS (24" LONG MIN) REQUIREMENTS STANDARD MECH. JOINT D.I. TEE / 30" MIN. (SEE NOTE #1) OR HYDRANT TEE (ANCHOR TEE) 2'-8" SIZED AS REQ'D .. 3/4" ROD ALONG FIRST ® PROVIDE SPOOL PIECE 15 ❑O -)=6-E Op N (NOTE #OM HYDRANT IF REQUIRED (24" LONG MIN.) F T 6" M.J. GATE VALVE (POSITION NEAREST TEE FITTING) 3/4' RODS ALONG FIRST 151 MECHANICAL JOINT FROM HYDRANT (NOTE #2) , . N RESTRAINTS (TYP) 6" M.J. GATE VALVE (RESTRAINTS REQ.) I� 24 6"-90° D.I. BEND (MJ) POSITIONED NEAREST TEE FITTING MECHANICAL RESTRAINT REQUIRED (TYP) 30" MIN \—WATER MAIN HYDRANT SUMP (PROVIDE GRAVEL PLAN AND FABRIC AS SHOWN) PLAN PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) PROVIDE RAISED PAVEMENT �— 3 -WAY FIRE HYDRANT PUMPER NOZZLE MARKER (SEE NOTE #6) TO FACE Ct OF PAVEMENT 3 WAY FIRE HYDRANT PUMPER (SEE NOTES #3 & #4) x NOZZLE TO FACE CLOF PAVEMENT g ¢ (NOTES #3 & #4) WATER VALVE BOX _ 4'x4' SQUARE x 6" THICK CONCRETE (COVER PAINTED YELLOW) co O BREAKABLE FLANGE LOCATED BREAKABLE FLANGE z v Z SLAB IMMEDIATELY BELOW LOCATED (1"MIN.) ABOVE FINISHED (1" MIN) ABOVE FINISHED GRADE BREAKABLE FLANGE (SEE NOTE 2) FINISHED GRADE co GRADE FINISHED GRADE (3000 psi CONCRETE WITH #4 REBAR AT 12" O.C. EACH WAY). LOCATE WIRE IF REQUIRED = IW— I__ LOCATE WIRE LOCATE WIRE IF REQUIRED (SEE NOTE #1) LEAVE DRAIN a Oz w z DEAD END (SEE NOTE #1) BARE WIRE DEAD-END HOLES OPEN o w o w (NOTE #1) WATER VALVE BOX & COVER } cw (NOTE #1) n (COVER PAINTED YELLOW) v .. O m w CO o O O Fy o Q > N lV > �. LEAVE DRAIN HOLES OPEN PROVIDE FILTER FABRIC (MARAFI PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP 2'-8" 700X, 140-S OR EQUAL) TO TOP AND OR EQUAL) TO TOP AND ALL 4 SIDES.2'-8" ALL 4 SIDES HYDRANT SUMP SECTION SECTION NOTES: NOTES: 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK. ALL HYDRANTS SHALL BE LOCATED AREAS. THE DISTANCE S CE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN NO LESS THAN THREE (3) FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING THAN THREE (3) FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW OF ANY HYDRANT UNLESS AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) . THE OTHERWISE APPROVED BY THE JEA. THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. JOINT RESTRAINTS. 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED. SHALL BE PAINTED RED. 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. 6. BLUE_ REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS PERPENDICULAR TO ALINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE FIRE HYDRANT INSTALLATION LIMITED SPACE JANUARY 2015 PLATE W-13 JANUARY 2015 PLATE W-14 PROSSER tw Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Cn Fax 904.730.3413 z ® Cn Cn LU www.prosserinc.com ry Florida Certificate of Authorization Number: 00004050 IGATEJ w r^ Q V J � m Zco ori v ri cv �- AUTOMOBILE SERVICE 0 Z Z STATION W/ MINOR 0 W AUTOMOTIVE z� Z � 0 SERVICE 0 o L DATE : JULY. 2015 PROJECT Na: 114001.01 DEQ BY: J B D DRAWN By: DPT SCALE: AS NOTED THS DRAWM NOT FELEASM FOR CONSTRICTION UNLESS 90 NOTED ABOVE MET TITLE w Z cn O m Z O < O } m o w U H < 0 a Z WATER MAIN E E Z Q U� DE LS O W H o Q in h., r C „-s,, \,,• G Q D •, , - U) I— 0 0,\,,,, Z 0 LU LL, • s 1 °. C7.2 E - O. ro E O U _G GD DATE : JULY. 2015 PROJECT Na: 114001.01 DEQ BY: J B D DRAWN By: DPT SCALE: AS NOTED THS DRAWM NOT FELEASM FOR CONSTRICTION UNLESS 90 NOTED ABOVE MET TITLE JEA- of 0 a Z WATER MAIN Z Q Z Z DE LS O W H o Q in h., r „-s,, \,,• G Q D •, , - U) I— 0 0,\,,,, Z 0 LU LL, • s 1 °. C7.2 - O. ro 0 Ln 0 0 (N N U O 0) Lri 0 N c 0 �I 0 a� U 0 tY -I C 01 aJ I Q W i N O / m w a D Q W F - Z W 0✓ 1D Q U / U Q W m U H Z Q J F- LIJQ F- a I 0 0 0 d- i -_ �I- 2" X 2" TEE (TO BE REMOVED) 2" PIPE (TO BE REMOVED) �--i FINISHED GRADE --\ fes/ 2" BUSHING (TO BE REMOVED) 1/2" (MIN) SMOOTH NOSE BIBB (TO BE REMOVED) z 0 Co WATER MAIN (SIZE & TYPE VARIES) 2" 90 DEGREE ELBOW (TO BE REMOVED; 2" THREADED PLUG (TO BE INSTALLED AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED) 2"DOUBLE STRAP SERVICE SADDLE 2" CORPORATION STOP CONNECTED (TO REMAIN) A LOCATE WIRE yS BE PLACED ON SERVICES 1OFT OR GREATER. DIRECTLY INTO SADDLE(TO REMAIN) (NOTE THAT OUTLET AT 3:00 OR 9:00 POSITION) SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES NOTES: P/L P/L �, 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS 2 4" D.I.P. MAIN MIN WHERE (NON -TRAFFIC AREAS). 2' 2, i 7 1/2' JEA ELECTRICAL (MIN) EASEMEt METER W/ MULTIPLE TAPS ARE 2. ALL PIPE & FITTING SHALL BE GALVANIZED MATERIAL OR PVC (S-40). CURB STOP CONSTRUCTED - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - R/W 15' MA20' MAX 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTING (AS NOTED) AFTER - - - - - - - - - �� 1" POLY BACTERIOLOGICAL CLEARANCE IS RECEIVED 1" POLY TUBING W/ 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICES AS OUTLINED BY THE JEA'S ENVIRONMENTAL RESPONSE 1" MIP PACKFITTING (FORD Y 44 6 JOINT COUPLINGCOORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. MUELLER H-15343 OAPPROVED EQUAL) MULTI -SERVICE "Y"2" TEMPORARY SAMPLE TAP FOR STUB OUT 1%" POLY TUBING (2" FIP INLET AND 3OR 4 1" FIP OUTLET) LONG -SIDE WATER rE'2" MIP PACK SERVICE SADDLES WITH JANUARY 2015 PLATE W-26 POLY TUBING (1 ' MIN') JOINT COUPLING 24" SEPARATION AT A MIN. (NO GLUED TEES) I . 2".POLY TUBING WATER SERVICE MARKER ROA tAVA, REQUIRED FOR NEW SADDLE.W/CORP 2" SADDLE . �W/CORP STOP DEVELOPMENT AREAS(SEE NOTE #4) STOP (TYP). . 2' MAX (SEE NOTE #4) 4" G.V. (MIN) SET AT FINAL GRADE (NOTE #7) BMWCO-POLYMER METER BOX & COVER (NOTE #1) WATER MAIN SHORT -SIDE WATER SERVICE POLY TUBING (1" MIN.) METER COUPLING (NOTE #4) 12" (NEAR U E T ICAL METER B X C TION 2' WATER METER BOX (TYP) CURB STOP (MAX) 2, LOCATE WIRE PIG BOX, NOT 7 1/2' JEA ELECTRICAL EASEMENT TAIL END (12" LONG) 10'x10' JEA EL E AL - - - - - - - - - - - - R/W �r\�,,\�,�� `/\��, \/\\/\/\'XM, \,J\/\/ , `. . _EASEMENT W/QG ECTRIC_ _ _ _ ''�\�f\� \j \��\�\\/\/�\�d\��\fes\'i \'%a\ \�X K�> �\ . e �- T BOX OR DRAIN P/L R/W; RIGHT OF WAY LINE CORPORATION STOP REQUIRED ON iv EASEMENT (N T 3) ALL SERVICES REGARDLESS OF SIZE. JEA P/L P/L: PROPERTY LINE (CONNECTED DIRECTLY INTO SADDLE) METER DOUBLE V WATER SPE ICE (NOTE #4 (SEE NOTE #6) CONNECTION TO CUSTOMER'S NOTES: WATER MAIN AND BACKFLOW IF APPLICABLE 1, THE SKETCHES ABOVE INDICATE TYPICAL WATERS VICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY SET CURB STOP AS PREVENTER ( ) VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS COUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/WSERVICE SADDLE CLOSE TO WALL 2"AS LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT.(SEE NOTE #2) POSSIBLE (2 MAX) SET METER ON UNDISTURBED POLYETHYLENE WATER OR COMPACTED SOIL 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICA L OUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL SERVICE LINE BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEME qT D TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE (100LF MAX., NOTE #3) PROPERTY LINES. IF A CONFLICT EXISTS WITH O H UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET), JN SS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE ACCEPTABLE RANGE FOR LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEW L OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE NSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, ATA SAPS 0°-45° MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREME N OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOC 1 ENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY TER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE I DISTRIBUTION MAIN COST TO PROVIDE THE CORRECT METER BOX. JF�A LL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BE� N LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT NOTES: OUTSIDE THE EASEMENT AREA. 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTA ERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM, FOR DO B 1" SERVICES, THE 1 I/V POLY MAIN SHALL BE LOCATED CENTERED 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER BETWEEN THE TWO METER BOXES. LOCATE WIR I EQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND IS REQUIRED, THE WIRE SHALL RUN FROM THE T BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED CONNECTION TO MAIN WIRE WITH THE LAST 24 I C STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. THIS REQUIREMENT MUST BE APPROVED BY JEAJ WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE, 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE CR G SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 10OLF UNLESS SHALL EXTEND FROM ONE METER BOX TO CORP , T AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN APPROVED OTHERWISE BY JEA. EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EI ER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON 'C ER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (LE.: IF NO METER IS INSTALLED). WATER SERVICES CONSTRUCTED, THE HEADER PIPE SHALL BE 4" A NIMUM. EXAMPLE: CONSTRUCT A 4" MAIN D.I.P CROSSING THE STREET SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZEDA DESIGNED BY THE P.E. ENGINEER. SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHO SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO T E 'MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. '(N EAS WHERE NO RECLAIMED WATER IS AVAILABLE). 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITT ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS 9. RECLAIMED WATER METER BOXES OR SERVICES S L BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT PLACED ON TOP OF BOX). A MIN. OF 10' FROM THE POTABLE WATER SERVICE, D/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. WATERS ICE INSTALLATIONS WATER SERVICE DETAIL 2" AND SMALLER 2" AN MALLER METER METER JANUARY 2015 PLATE W-1 JANUARY 2015 PLATE W-2 k. 90° BEND (TO BE SMOOTH HOSE BIBB REMOVED) (TO BE REMOVED) 11 WATER SHALL FLOW lf STRAIGHT DOWN z il)1 (NOT ANGLE) CD 'lll FINISHED GRADE -ri7,`'%.'`. 7' PIPE (Y" SIZE MIN.) (TO BE REMOVED) ROUTE TO ROADWAY SHOULDER IF REQUIRED (SEE NOTES) BUSHING IF REQ. (TO BE REMOVED) 1" THREADED PLUG (TO BE INSTALLED AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED) ® 90° DEGREE BEND (TO BE REMOVED) 1" CORPORATION STOP CONNECTED DIRECTLY INTO SADDLE (TO REMAIN) 1" WATER SERVICE SADDLE (TO REMAIN) (NOTE THAT OUTLET, AT 3:00 OR 9:00 POSITION) WATER MAIN (SIZE & TYPE VARIES) NOTES: 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS (NON -TRAFFIC AREAS). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED), AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. TEMPORARY SAMPLE TAP JANUARY 2015 PLATE W-25 2" CURB STOP - FIP' (SEE NOTE #2) JEA STANDARD WATER METER BOX FOR 1" METER W/ 2" POLY WITH BRASS FITTING HEAVY DUTY IRON LID. CLOSE NIPPLE LOCATE WIRE PIG TAIL END 2" BRASS, 90° ELBOW & PLUG (12" LONG) FINISHED GRADE LOCATE WIRE (SEE NOTE #4) 2" POLYry 15" CRUSHED ROCK 2" CORPORATION STOP OR GRAVEL BELOW BOX Led 2" 90° BRASS COMPRESSION WATER MAIN FITTING ELBOWS (TYP.) TAPPED PLUG (IF NECESSARY) UNIT PRICE PAY QUANTITY NOTES: 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. 2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. 4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH. 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. FLUSHING VALVE BELOW GRADE JANUARY 2015 PLATE W-28 PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Z z Fax 904.730.3413 Qo w www.prosserinc.com w Florida Certificate of Authorization Q Number: 00004050 Z Q w rn Q V , m GA El AUTOMOBILE SERVICE 0 0 STATION W/ MINOR Z 0 AUTOMOTIVE Z C° Z 0 U w SERVICE Z m o w r m w CO w Z z �u w w D ❑ O U E E � A C E O U 4Q C 3 m 10 I I DATE ; JULY. 2015 PROJECT NO:: 114001.01 DESKQNED By: J B D DRAWN By: DPT SCALE: AS NOTED N THS DRAWING NOT RELEASED FOR 00 OONSTREJCTION WEBS 80 NOTED z ABOVE SHEET TnIE v o N (SEE NOTE #6) CONNECTION TO CUSTOMER'S NOTES: WATER MAIN AND BACKFLOW IF APPLICABLE 1, THE SKETCHES ABOVE INDICATE TYPICAL WATERS VICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY SET CURB STOP AS PREVENTER ( ) VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS COUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/WSERVICE SADDLE CLOSE TO WALL 2"AS LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT.(SEE NOTE #2) POSSIBLE (2 MAX) SET METER ON UNDISTURBED POLYETHYLENE WATER OR COMPACTED SOIL 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICA L OUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL SERVICE LINE BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEME qT D TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE (100LF MAX., NOTE #3) PROPERTY LINES. IF A CONFLICT EXISTS WITH O H UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET), JN SS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE ACCEPTABLE RANGE FOR LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEW L OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE NSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, ATA SAPS 0°-45° MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREME N OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOC 1 ENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY TER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE I DISTRIBUTION MAIN COST TO PROVIDE THE CORRECT METER BOX. JF�A LL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BE� N LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT NOTES: OUTSIDE THE EASEMENT AREA. 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTA ERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM, FOR DO B 1" SERVICES, THE 1 I/V POLY MAIN SHALL BE LOCATED CENTERED 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER BETWEEN THE TWO METER BOXES. LOCATE WIR I EQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND IS REQUIRED, THE WIRE SHALL RUN FROM THE T BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED CONNECTION TO MAIN WIRE WITH THE LAST 24 I C STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. THIS REQUIREMENT MUST BE APPROVED BY JEAJ WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE, 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE CR G SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE BE SAME SIZE AS THE METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 10OLF UNLESS SHALL EXTEND FROM ONE METER BOX TO CORP , T AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN APPROVED OTHERWISE BY JEA. EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EI ER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON 'C ER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (LE.: IF NO METER IS INSTALLED). WATER SERVICES CONSTRUCTED, THE HEADER PIPE SHALL BE 4" A NIMUM. EXAMPLE: CONSTRUCT A 4" MAIN D.I.P CROSSING THE STREET SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZEDA DESIGNED BY THE P.E. ENGINEER. SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHO SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO T E 'MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. '(N EAS WHERE NO RECLAIMED WATER IS AVAILABLE). 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITT ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS 9. RECLAIMED WATER METER BOXES OR SERVICES S L BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT PLACED ON TOP OF BOX). A MIN. OF 10' FROM THE POTABLE WATER SERVICE, D/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. WATERS ICE INSTALLATIONS WATER SERVICE DETAIL 2" AND SMALLER 2" AN MALLER METER METER JANUARY 2015 PLATE W-1 JANUARY 2015 PLATE W-2 k. 90° BEND (TO BE SMOOTH HOSE BIBB REMOVED) (TO BE REMOVED) 11 WATER SHALL FLOW lf STRAIGHT DOWN z il)1 (NOT ANGLE) CD 'lll FINISHED GRADE -ri7,`'%.'`. 7' PIPE (Y" SIZE MIN.) (TO BE REMOVED) ROUTE TO ROADWAY SHOULDER IF REQUIRED (SEE NOTES) BUSHING IF REQ. (TO BE REMOVED) 1" THREADED PLUG (TO BE INSTALLED AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED) ® 90° DEGREE BEND (TO BE REMOVED) 1" CORPORATION STOP CONNECTED DIRECTLY INTO SADDLE (TO REMAIN) 1" WATER SERVICE SADDLE (TO REMAIN) (NOTE THAT OUTLET, AT 3:00 OR 9:00 POSITION) WATER MAIN (SIZE & TYPE VARIES) NOTES: 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS (NON -TRAFFIC AREAS). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED), AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. TEMPORARY SAMPLE TAP JANUARY 2015 PLATE W-25 2" CURB STOP - FIP' (SEE NOTE #2) JEA STANDARD WATER METER BOX FOR 1" METER W/ 2" POLY WITH BRASS FITTING HEAVY DUTY IRON LID. CLOSE NIPPLE LOCATE WIRE PIG TAIL END 2" BRASS, 90° ELBOW & PLUG (12" LONG) FINISHED GRADE LOCATE WIRE (SEE NOTE #4) 2" POLYry 15" CRUSHED ROCK 2" CORPORATION STOP OR GRAVEL BELOW BOX Led 2" 90° BRASS COMPRESSION WATER MAIN FITTING ELBOWS (TYP.) TAPPED PLUG (IF NECESSARY) UNIT PRICE PAY QUANTITY NOTES: 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. 2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. 4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH. 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. FLUSHING VALVE BELOW GRADE JANUARY 2015 PLATE W-28 PROSSER TM Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Z z Fax 904.730.3413 Qo w www.prosserinc.com w Florida Certificate of Authorization Q Number: 00004050 Z Q w rn Q V , m GA El AUTOMOBILE SERVICE 0 0 STATION W/ MINOR Z 0 AUTOMOTIVE Z C° Z 0 U w SERVICE Z m o w r m w CO w Z z �u w w D ❑ O U E E � A C E O U 4Q C 3 m 10 I I DATE ; JULY. 2015 PROJECT NO:: 114001.01 DESKQNED By: J B D DRAWN By: DPT SCALE: AS NOTED THS DRAWING NOT RELEASED FOR OONSTREJCTION WEBS 80 NOTED ABOVE SHEET TnIE } o JEA- Cr Z Q WATER MAIN Z Z Q DETS n LIJ Q J t W Uj z 14 0 , o Z Uj W - 25�6 = C7.3 o -10 STATE OF . L, 1\V11 X\11 wi [if SEE NOTE #5 '\ice H DEPTH VARIES\` w O O FULL LENGTH OF PIPE MAXIMUM TRENCH WIDTH > IN 9' MIN FULL LENGTH OF PIPE CENTERED x z LOCATE WIRE a CENTERED AT CROSSING GENERAL BACKFILL OU AT CROSSING, SEE NOTE #1 w EXISTING UTILITY PIPE SEE NOTE #3 (SEE NOTE #1) X 0 z (SEE NOTE) ( ) MATERIAL (SEE NOTE #5) Q z LOCATE WIRE, SEE NOTE #3 _ _ SEPARATION w VARIES (SEE SEPARATION BENDS (SIZEMECHANICALVAOINT RI S)1 Y°, 22%° OR 45° i- NOTES #1 & #2) VARIES (SEE PROPOSED WATER MAIN + NOTES #1 & #2) SIZE & TYPE VARIES /� f MECHANICAL JOINT 11 Y°, 22%° OR 45° (SIZE VARIES) /� BACKFILL COMPACTED TO 98% 'o./` (SEE NOTES #3 & #4) RESTRAINED J IN TYP.) EXISTING CONFLICT PIPE 9' MIN 9' MIN /. ' SIZE AS REQUIRE[ PROPOSED WATER MAIN SIZE &TYPE VARIES RESTRAINED JOINT (TYP) SIZE LENGTH OF THE PI TO BE, PIPE SIZE AS REQUIRED PIPE DIAMETER THE LENGTH OF THE PIPE TO BE / f / m RESTRAINED ON EAC H E OF BEND SHALL RESTRAINED ON EACH SIDE OF BEND BE IN ACCORDANCE W1 RESTRAINT JOINT SHALL BE IN ACCORDANCE WITH TABLE SCHEDULE, (SEE DE AI -31A OR W-31 B) FOR MECHANICAL RESTRAINT LENGTHS, PIPE TO BE INSTALLED ON (SEE DETAIL W-31 A&B) ' UNDISTURBED SOIL OR SUITABLE C "A" CROSSING CASE "B" CROSSING NOTES: 1. THE SOILS BETWEEN THE NEW MAIN AND T E INFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS NOTES: DETERMINED BY THE LABORATORY MODIFIED OCTOR TEST, ASTM D 1557. 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS 2 FOR MINIMUM VERTICAL SEPARATION REQ UIR ENTS SEE DETAIL W 10 AND W 11 DETERMINED BY THE LABOR T SOIL COMPACTED TO 98% MAX. DENSITY (NOTE #2) A ORY MODIFIED PROCTOR TEST, ASTM D 1557 TYPICAL TRENCH 3. LOCATING WIRE REQUIRED: SEE DETAIL W'' 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (W-10 AND W-11) 4. THE COVER FOR PIPING LESS THAN 24" SIZIE S1 L BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44. NOTES: COVER OF 60", UNLESS APPROVED BY JEAjH1 OVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER O UNLESS APPROVED BY JEA. 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREA, 36" (MIN) IN PAVED AREAS AND A MAXIMUM 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE COVER OF 60", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA 5. IF UTILITY CONFLICT IS LOCATED IN A NON IC AREA (NO TRAFFIC LOADS) AND THE NEW PIPE IS D.I.P., THEN THE MINIMUM UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM COVER MAY BE REDUCED TO 24 INCHES (ONL THE AREA OF THE CONFLICT). PAYLINE WIDTHS. 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH ADJUSTMENT UNDER EXISTING UTILITIES BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ADJUSTMENT 11 ER EXISTING UTILITIES ABOVE THE TOP OF THE PIPE. M E C HA AL RESTRAINT M E C HA N I CAL RESTRAINTS 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND S SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. JANUARY 2015 PLATE W-32 JANUARY 2015 PLATE W-34 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY S TY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557. 5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT ^ \ \Z\ \�\�\ \ MAXIMUM 80% OF MANUFACTURER'S ,� ,( ,( �� / MAXIMUM 80% OF OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. \\��\\.\\\i\\\j MANUFACTURER'S MIN/MAX COVER SEE NOTE #4 RECOMMENDATION FOR JOINT \�� RECOMMENDATION FOR JOINT ( ) DEFLECTION (SEEN TE #5) ~O L TE WIRE (SEE NC� E ) DEPTH VA (SEE NOTE #4) DEFLECTION SEE NOTE #5 OPEN CUT TRENCH FOR PRESSURE PIPE Q z / \ \ \ \ \ \ \\ \\ \\�\\ \\ zLLJ FULL LENGTH OF PIP STING CONFLICT PIPE SIZOE &TYPE VARIES AIN\��\\/�\,��\�\\��/��/��/�'�/�"` // /��//�/�\//\//\/�\/�/��\��\\�\�/ JANUARY 2015 [; h e'I %° ' g " CENTERED AT CROSSING `r PLATE W-42 (SEE NOTE #1) SEPARATION VARIES FULL LENGTH OF PIPE CENTERED MAXIMUM ANGLE -\ + (SEE NOTE #1&2) AT CROSSING (SEE NOTE #1) 0 x O APPLY GROUT TO FILL ANNULAR SPACE r PROPOSED FORCE MAIN 2 W PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD cn /, �j\�\j Y X SIZE &TYPE VARIES �\ Y X Z w COMPACTED EARTH (TYP) 24" ROUND PRECAST CONCRETE / �/\ LOCATE WIRE PAD 4" THICK (SEE SPEC) SET ON (SEE NOTE #3) COMPACTED EARTH, (SEE NOTE# 6) + ��j�\\ VALVE BOX ADJUSTMENT (SEE NOTE# 5) 1N 9' MIN \\\\ FINISHED GRADE /r SEPARATION VARIES VALVE BOX & COVER (TYP) + MINIMUM HORIZONTAL LENGTH REQUIRE j MINIMUM HORIZONTAL LENGTH REQUIRED E -S #1&2 PROVIDE BLUE PAINT TO AS PER MANUFACTURER TO DEFLECT PIR (SEE NOT AS PER MANUFACTURER TO DEFLECT PIPE - _ ) EXISTING CONFLICT PIPE THE INSIDE OF THE TOP SECTION VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. 9' MIN 9' MIN OF THE BOX (NOTE #5)\,/�\ `o\ �� w MINIMUM HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED 6" PVC RISER PIPE N ELECTRONIC LOCATE BALL MARKER AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE (LENGTH AS REQUIRED) m LOCATED WITHIN 12" FROM ASE VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. PROVIDE "V" CUT IN TOP OF 6" RISER PIPE (NOTE #10) ASE "B" CROSSING RISER PIPE FOR LOCATE WIRE GATE VALVE W/ 2" OPERATING CASE "A" CROSSING ACCESS INTO VALVE BOX NUT (NOTE #4) NOTES: PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE NOTES: ON ALL VALVES 12" AND SMALLER 1. IF EXISTING CONFLICT PIPE IS A WATER MAI 1 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE SHALL BECENTERED OVER EXISTING UTILITY MAIN TOP VIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. 1. IF EXISTING CONFLICT PIPE: IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. 2. FOR OTHER LOCATION LIMITATIONS SEE DEA S-26 & S-27). RESTRAINED MECHANICAL r ��"''/� ,Y 3. LOCATING WIRE REQUIRED. SEE DETAILS 4 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL (S-26 & S-27). JOINT (TYP) 1 ` 12" (MIN) LAYER OF #57 a 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. UNDISTURBED EARTH STONE (REQUIRED FOR VALVES 20" AND LARGER, 4. THE COVER OVER ALL PIPING LESS THAN 24 E SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36" IN PAVED AREAS WITH A MAXIMUM COVER OF 60" UNLESS APPROVE[ 0 ERWISE BY JEA. COVER FOR PIPING 24" SIZE AND LARGER SHALL BE MINIMUM OF 4. THE COVER OVER ALL PIPING LESS THAN 24" SIZE SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36" IN PAVED AREAS WITH A (NOTE #7) 36" (PAVED AND UNPAVED) AND MAXIMUM O UNLESS APPROVED OTHERWISE BY JEA. THE SOILS BETWEEN THE NEW MAIN AND MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24" SIZE AND LARGER SHALL BE MINIMUM OF THE CONFLICT PIPE SHALL BE COMPACTED C % OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED 36" (PAVED AND UNPAVED) AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA. THE SOILS BETWEEN THE NEW MAIN AND NOTES: PROCTOR TEST ASTM D 1557. THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED o PROCTOR TEST ASTM D 1557. 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFA RER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. NOT ALLOWED. UNLESS OTHERWISE APPROV BY JEA, THE MAXIMUM ARE LISTED IN TABLE BELOW. ONLY MANUAL FORCE CAN BE 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS UTILIZED TO OBTAIN THESE JOINT DEFLECTI LOFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). � NOT ALLOWED. UNLESS OTHERWISE APPROVED BY JEA, THE MAXIMUM ARE LISTED IN TABLE BELOW. ONLY MANUAL FORCE CAN BE UTILIZED TO OBTAIN THESE JOINT DEFLECTION. ALL OFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO BE PAINTED GREEN. MAXIMUM ALLOWED CPF T IFOR PIPE BY JOINT DEFLECTION 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. (X) (Y) RES PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE (IN.) (IN.) ONE BELL 20 T. NGTHS 2 30 7° 58 FT 4 10 2.4° 80 FT 6 10 2.4° 80I FT 8 10 2.4° 80 FT 10 10 2.4° 80 FT 12 8.5 2° 164 FT 14-24 5 1.2° 60 FT 30 - 48 3.25 0.8° 477 FT PIPE SIZE -MAX. OFFSET ANGLE AT O C V WITH (X) (Y) ING RADIUS 158 FT 4 10 2.4° 480 FT 6 10 2.4° 480 FT 8 10 2.4° 480 FT 10 10 2.4° 480 FT 12 8.5 2° 564 FT 14-24 5 1.2° 960 FT 30-48 3.25 0.8° 1477 FT 477 FT 24-30 8 1.9° 600 FT 36 7 1.7° 687 FT 42-48 6.7 1.6° 716 FT PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH (IN.) (IN.) ONE BELL 20FT. LENGTHS 4 27 6.5° 177 FT 6 24 5.7° 200 FT 8-12 17.5 4.2° 273 FT 14-16 12 2.9° 400 FT 18-20 10 2.4° 477 FT 24-30 8 1.9° 600 FT 36 7 1.7° 687 FT 42-48 6.7 1.6° 716 FT ADJUSTME 4 UNDER EXISTING UTILITIES PI i JOINT DEFLECTION JANUARY 2015 PLATE W-40 I i (X) PIPE SIZE MAX. OFFSET (IN.) (IN.) (X) (Y) RESULTING RADIUS 7° 158 FT 4 10 2.4° 480 FT 6 10 2.4° 480 FT 8 10 2.4° 480 FT 10 10 2.4° 480 FT 12 8.5 2° 564 FT 14-24 5 1.2° 960 FT 30-48 3.25 0.8° 1477 FT 477 FT 24-30 8 1.9° 600 FT 36 7 1.7° 687 FT 42-48 6.7 1.6° 716 FT ADJUSTME 4 UNDER EXISTING UTILITIES PI i JOINT DEFLECTION JANUARY 2015 PLATE W-40 I i (X) PIPE SIZE MAX. OFFSET (IN.) (IN.) (Y) ANGLE AT ONE BELL RESULTING RADIUS OF CURVE WITH 20FT. LENGTHS 2 30 7° 158 FT 4 10 2.4° 480 FT 6 10 2.4° 480 FT 8 10 2.4° 480 FT 10 10 2.4° 480 FT 12 8.5 2° 564 FT 14-24 5 1.2° 960 FT 30-48 3.25 0.8° 1477 FT 477 FT 24-30 8 PIPE SIZE (IN.) (X) MAX. OFFSET (IN.) (Y) ANGLE AT ONE BELL RESULTING RADIUS OF CURVE WITH 20FT. LENGTHS 4 27 6.5° 177 FT 6 24 5.7° 200 FT 8-12 17.5 4.2° 273 FT 14-16 12 2.9° 400 FT 18-20 10 2.4° 477 FT 24-30 8 1.9° 600 FT 36 7 1.7° 687 FT 42-48 6.7 1.6° 716 FT LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE A Y4" HOLE IN BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED. 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO Y THE OVERALL HEIGHT OF THE VALVE. 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). ADJUSTMENT OVER EXISTING UTILITIES PIPE JOINT DEFLECTION WATER VALVE INSTALLATION DETAIL JANUARY 2015 PLATE W-41 REVISED: JANUARY 04 2015 PLATE W-18 PROSSER TU Community - Management - Energy - Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 L w �n Q V) O m GAIrEl O Z cd 64ILL- AUTOMOBILE SERVICE O 0 STATION W/ MINOR Z 0 W AUTOMOTIVE w c7 Wa SERVICE Z o 0 o m w m w Z Z Y L9 3 ui 0 ui w Q 2 Q D 01010 0 a DATE : JULY, 2015 pRojECT NO. : 114001.01 DESK"M By : J B D DRAWN By: DPT SCALE : AS NOTED THS DRAWM NOT F93.EASM FOR OONSTRUCTM U L M 80 NOTFJD ABOVE BHE:T TITLE v N o JEA- 0 ZWATER MAIN ¢ C z Z DETAILS Z -�W X Q U oU) U o W O Z Cl) Z =Lwmzo w o= Z U) 0 Z Z Fax 904.730.3413 0 O LU www.prosserinc.com Q Florida Certificate of Authorization Number: 00004050 0 L w �n Q V) O m GAIrEl O Z cd 64ILL- AUTOMOBILE SERVICE O 0 STATION W/ MINOR Z 0 W AUTOMOTIVE w c7 Wa SERVICE Z o 0 o m w m w Z Z Y L9 3 ui 0 ui w Q 2 Q D 01010 0 a DATE : JULY, 2015 pRojECT NO. : 114001.01 DESK"M By : J B D DRAWN By: DPT SCALE : AS NOTED THS DRAWM NOT F93.EASM FOR OONSTRUCTM U L M 80 NOTFJD ABOVE BHE:T TITLE v N o JEA- 0 ZWATER MAIN ¢ C z Z DETAILS Z -�W X Q U oU) U o W O Z Cl) Z =Lwmzo w o= Z U) 0