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535 Atlantic Boulevard 15-CVPR-2411 Civil Plans (1st Submittal)U 0 ( N N U 3 tY w 0 U 0 a 0 i z W ry U 0 0 Q U <t w M U F: z Q Q 4 w F - Q C� I 0 1 0 0 r - A � IRA im ZEN T ION I go ENGINEER OF RECORD: NOT A PROSSER WORK PRODUCT L-1 LANDSCAPE PLAN IR -1 IRRIGATION PLAN PHOTOMETRIC PLAN ISSUED: OCTOBER 12, 2015 No. Date Revision COVER SHEET 10-12-15 Community - Management - Energy - Relationships SURVEY SLP r C1.0 t A. 2" EXIST. CONDITIONS/DEMOLITION PLAN 71" E t S k Jacksonville Florida 32224-0229 r C5.0 C6.1—C6.2 C7.1 -C7.11 3 2 »a p • 904.739.3655 f • 904.730.3413 e• info a@prosserhallo&com C8.0 Cs.o EROSION AND SEDIMENT CONTROL DETAILS STORMWATER POLLUTION PREVENTION PLAN C10.0 STORMWATER POLLUTION PREVENTION PLAN Fla. Certificaw of Authorization No.: 000 050 —CONTRACTORS CERTIFICATION 2 3 * -.•I 1f- i.� S Y %IIiLAAI(1t VCL3Q�( # . Atlantic Blvd PROJEUT ry L C A, ' �, T 1"' 0,, N - � .. . .. .......... . Ut _ Y ........... . 3 f k Seagate Ave ,'A wm 9tbp Y t 4f ! z Beach Blvd ., ENGINEER OF RECORD: NOT A PROSSER WORK PRODUCT L-1 LANDSCAPE PLAN IR -1 IRRIGATION PLAN PHOTOMETRIC PLAN ISSUED: OCTOBER 12, 2015 No. Date Revision COVER SHEET 10-12-15 Community - Management - Energy - Relationships SURVEY C1.0 GENERAL NOTES C2.0 EXIST. CONDITIONS/DEMOLITION PLAN 13901 Sutton Park Drive South, Suite 200 C3.0 C4.0 SITE LAYOUT PLAN PAVING, GRADING AND DRAINAGE PLAN Jacksonville Florida 32224-0229 r C5.0 C6.1—C6.2 C7.1 -C7.11 UTILITY PLAN GRADING AND DRAINAGE DETAILS UTILITY DETAILS p • 904.739.3655 f • 904.730.3413 e• info a@prosserhallo&com C8.0 Cs.o EROSION AND SEDIMENT CONTROL DETAILS STORMWATER POLLUTION PREVENTION PLAN C10.0 STORMWATER POLLUTION PREVENTION PLAN Fla. Certificaw of Authorization No.: 000 050 —CONTRACTORS CERTIFICATION ENGINEER OF RECORD: NOT A PROSSER WORK PRODUCT L-1 LANDSCAPE PLAN IR -1 IRRIGATION PLAN PHOTOMETRIC PLAN ISSUED: OCTOBER 12, 2015 No. Date Revision 1 10-12-15 CITY OF ATLANTIC BEACH Prosser No. 114001.01 a� w or All), I, L' E 0 cn cis c cts c E E 0 U N I FND 1/2" REBAR NO ID W W� AL3 f W0 Z v LL 50' (P) W z3 } N89.24 � I 780 Y 50' 801 S89'24'20"V 49.73' (A) 50' (P) SET 1/2"IP DAR IPSSOC" DURDEN LB 1048" 0.03 W 0.25' N [48.11 W Q 04 N89'24'46"E 49.87' (A) , 5W (P) to - 6.7' $ DOCUMENT 46"E 8 2"�� vim, o S'4 0 0.5- 0 0) N OVERHEAD UTILITY BLANKETS LOTS 789, 790, 793, 794, 798, 803, FOUND WBF = N I FENCE I own BGV = ¢a� d Q I 0.8' E io c� (� ASPHALT 803 ASPHALT Map Showing a Boundary Survey LOTS 788 THROUGH 799 AND 803 THROUGH 809, INCLUSIVE, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY LSREF2 CHALK REO, LLC ASPHALT CONC TRANSFORMER PAD cdrn �IIs I CONK A/C PAD 59.8' STURDIVANT AVENUE (50' R/W) O CONC FLUME 0 CB CONIC DRIVE NODIU/2" CONC DRIVE S89'24'20'W 0.67' S 44,g' 11.30 1 55.0' 2.0 S ASPHALT L �J/ o _ I_ — — I 10' EASEMENT FOR DRAINAGE & UTILITIES O.R.B. 4513, PG. 364 p�J O I GRASS in p�J VERHANG ON I C ON " I 141.2' CONK A/C PAD LCONC.A/CPAD 1 PLASTIC A/C PAD I I 804 1 805 I 806 I I 1 AN I I I BLOCKI AND STUCCORBUILDING I I I I i I i 4' CLF iv I 44.3' 0.3' N 'O N89'25'12"E 100.00' FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202172 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SECTION 2 N89 -25-12"E 43.9' 1 0.4' SECOND STORY COVERED WALKWAY, COVERED CONC WALK BELOW 2 STORY STUCCO § O/ 6' VINYL AND WOOD FRAME A I ��I ZJ 8 FENCE I o I I GATE I I o I ASPHALT N89'25'12"E 2'3' 50.00' P&A 50.00' P&A 7.4' FND 1/2" IR N89'25'12"E NO im CONK WALK CONC DRIVE nw i null DHU DHU C EXCEPTION RECORDED N89'24'46"E 49.87' (A) , 5W (P) N89'2� 46 E 4' CLF 0.4' S - 6.7' $ DOCUMENT 46"E 100.00' (P&A) 9 DEED BOOK 827, PAGE 90 I 0.5- 50.00' I (P&A) OHU = OVERHEAD UTILITY BLANKETS LOTS 789, 790, 793, 794, 798, 803, FOUND WBF = N I FENCE I own BGV = BELOW GROUND VAULT Q I 0.8' E , a� I O ��iCL (� SHOWN HEREON 10 O.R.B. 3472, PG. 821 RESOLUTION 8.7' MAILBOX ® = GUARD POST N 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES SHOWN ON LOTS 805 & 806 13 I a in cq 14 O.R.B. 13362, PG. 1476 -- - M 6. WBF Q GATE o 809 00 �� fn I O C)o � ^ 7.1 a, o 4 Od N _j I 6' VINYL I I >.. Z Q O I 0.6'CE I ASPHALT mw I�� �M W� 1 I R L I a^ a V) I coNc 78 Z. 80 788 789 781 1 782 1 783 0 784 I V) 785 rn$ 786 0 C5 oNc i I 1 N 0. N °'� mUj 1 QI rn � o 1 DN D_ CO W I I N89'25'12"E 100.00' FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202172 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SECTION 2 N89 -25-12"E 43.9' 1 0.4' SECOND STORY COVERED WALKWAY, COVERED CONC WALK BELOW 2 STORY STUCCO § O/ 6' VINYL AND WOOD FRAME A I ��I ZJ 8 FENCE I o I I GATE I I o I ASPHALT N89'25'12"E 2'3' 50.00' P&A 50.00' P&A 7.4' FND 1/2" IR N89'25'12"E NO im CONK WALK CONC DRIVE nw i null DHU DHU C EXCEPTION RECORDED DESCRIPTION COMMENTS NUMBER DOCUMENT IRON PIPE IR = 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT DOES NOT AFFECT CONCRETE OHU = OVERHEAD UTILITY BLANKETS LOTS 789, 790, 793, 794, 798, 803, FOUND WBF = WOOD BOARD FENCE 805, 807, 808 & 809; 5' PERPETUAL EASEMENT BACKFLOW PREVENTER BGV = BELOW GROUND VAULT ON LOTS 789, 790, 793, 794, 798, 808 & 809 FIBER OPTIC CABLE CB = CATCH BASIN SHOWN HEREON 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT MAILBOX ® = GUARD POST FROM LOTS 803, 805 & 807 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES SHOWN ON LOTS 805 & 806 13 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKETS SITE 14 O.R.B. 13362, PG. 1476 ASSIGNMENT BLANKETS SITE 91 O M N 0 Z W J JOB No. 2014-315 DRAFTING: MJC PARTY CHIEF: HENDERSON ASPHALT GENERAL NOTES CONC DRIVE I o I3: I 0 I_ IBERGLASS A/C PAD I 807 I I CONIC CONC BLOCK 91 9. ' T I I W a g 0 o�J I_ __ / ad I I ASPHALT I p�J I 1 I � I p�J I I 1 I I I i I /91 1 79 1 793 1 7 4 I 79 p I I I I I I I I I CONK CURB SIGN ATLANTIC BOULEVARD (105' R/W) 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89'25'12"E PER 'STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/SfIRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THE LANDS SHOWN HEREON LIE WITHIN ZIONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 6. SITE SHOWN HEREON CONTAINS 64,974 SQUARE FEET (1.492 ACRES). F.B. 805L ,Pg. 50-53 CAD FILE: 2014-315.DWG CONC WALK e I I I I I III I I I I I � I I � CONC DRIVE ASPHALT ASPHALT 350' (P) 349.85' 39.2' 150.18' (IP TO IP) I I I N m 796 I) ASPHALT 189.7' -GRASS 30 008�P)(A) CONC WALK CONC DRIVE DHU O LEGEND R/W = RIGHT OF WAY P.B. = PLAT BOOK IP = IRON PIPE IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER BGV = BELOW GROUND VAULT FOC = FIBER OPTIC CABLE CB = CATCH BASIN A = ACTUAL P = PLAT is = MAILBOX ® = GUARD POST * = LIGHT POLE 0 = SANITARY SEWER MANHOLE [1030] = PERPENDICULAR BUILDING TIE CONIC WALK CONC DRIVE CONIC WALK DHU DHU— L--DHU GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. a 0 = NUMBER OF REGULAR PARKING SPACES 11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. = HANDICAP PARKING SPACE --cr-= SIGN REIASION DATE DRAFTER WORK ORDER N0. REASON FOR REVISION -- ® = CLEAN OUT THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL m = PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSER = WATER VALVE COVER FLORIDA ADMINISTRATIVE CODE. PPURSUANT TO IN SE TICTE 5J-17, E m = WATER METER 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN a = TELEPHONE PEDESTAL AND STATED HEREON. Q� = POWER POLE THIS DRAWING,_ SKETCH PLAT OR MAP IS NOT VAUD Clary"X = FOUND X -CUT UNLESS IT I?F�IWRS TK- ZONATURE AND THE ORIGINAL ASSOC1atOS RAISED,$EAC Q&LICEKSED SURVEYOR AND 0 = FOUND 1/2" IRON PIPE - NO ID MAPPEF�t�PTEh' ��`-1'z,LOi?(DA ADMINISTRATIVE CODE). (UNLESS NOTED OTHERWISE) ; PROFESSIONAL SURVEYORS MAPPERS 0 = SET 1/2" IRON PIPE "CLARY ASSOC" __ LB No. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 2, �2/ WWW.CLARYASSOC.COM CHECKED BY:����'�'1�1 DATE: 8-14-14 GR�aU�,__ T`�; P.s. :—GE 77 FILE No.SS-3051 CB -o- DHL 16.0' 9.0' 49.5 FND 1/2" IP 1 ONC "LB 3672" 1.4' S 1[100.8-1 J z ) I a Q 1 809 00 z Y I 7.1 a, o 4 Od N o m W z 'w QI rn i5a. DN D_ CO .n m o I a j5 wBF3 6' F B� IL W Jo 34.' III LIII1 2.2' I 797 1 798 1 799 16) yWoWG 1 STORY STUCCOI AND WOOD FRAMC yWAPHLT II z I i [1.9 '7] U 32.5' 17 I 3I � I '" CVEREDCONICSA O 49.01!'-' 06 CONIC WALK CONC DRIVE CONIC WALK DHU DHU— L--DHU GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. a 0 = NUMBER OF REGULAR PARKING SPACES 11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. = HANDICAP PARKING SPACE --cr-= SIGN REIASION DATE DRAFTER WORK ORDER N0. REASON FOR REVISION -- ® = CLEAN OUT THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL m = PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSER = WATER VALVE COVER FLORIDA ADMINISTRATIVE CODE. PPURSUANT TO IN SE TICTE 5J-17, E m = WATER METER 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN a = TELEPHONE PEDESTAL AND STATED HEREON. Q� = POWER POLE THIS DRAWING,_ SKETCH PLAT OR MAP IS NOT VAUD Clary"X = FOUND X -CUT UNLESS IT I?F�IWRS TK- ZONATURE AND THE ORIGINAL ASSOC1atOS RAISED,$EAC Q&LICEKSED SURVEYOR AND 0 = FOUND 1/2" IRON PIPE - NO ID MAPPEF�t�PTEh' ��`-1'z,LOi?(DA ADMINISTRATIVE CODE). (UNLESS NOTED OTHERWISE) ; PROFESSIONAL SURVEYORS MAPPERS 0 = SET 1/2" IRON PIPE "CLARY ASSOC" __ LB No. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 2, �2/ WWW.CLARYASSOC.COM CHECKED BY:����'�'1�1 DATE: 8-14-14 GR�aU�,__ T`�; P.s. :—GE 77 FILE No.SS-3051 FND 1/2" REBAR NO ID W W3 U) W0 Z Q. N O z LLI J LL- JOB % w z J w 780 49.72' Q 50' (P) N VLY N 89'24'46"E 781 STURDIVANT AVENUE X50' R/Wi % 50' (P) N 2178444.4476 E 528844.7312 CONCRETE PARKING AREA I SET 1/2" IP 50.00' (P&A) DESCRIPTION 782 I Z 783 d v* v _ w C 801 c rnN 0.03 W Q 0.25' N N89'25'12"E 1 100.00' (P&A) N•LY R/W LINE CONC WALK CONC DRIVE JOB No. 2014-316 DRAFTING: MJC PARTY CHIEF: HENDERSON CONC CURB 0.2' W CONC CURB 0.1' W 0.7' W '2" 11.2' I SET 1/2" IP 50.00' (P&A) DESCRIPTION 782 I Z 783 (P)(A) P "DD _ URD DEN LB 1048" c, 0.03 W Q 0.25' N I ^� U) N89'25'12"E 1 100.00' (P&A) N•LY R/W LINE CONC WALK CONC DRIVE JOB No. 2014-316 DRAFTING: MJC PARTY CHIEF: HENDERSON CONC CURB 0.2' W CONC CURB 0.1' W 0.7' W '2" 11.2' I SET 1/2" IP 50.00' (P&A) DESCRIPTION FCLAR2 ASSOC" (P)(A) P "DD _ URD DEN LB 1048" 9 0.03 W Q 0.25' N 00 Map Showing a Boundary Survey LOTS 784, 785 AND 802, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY GRFA PALMS, LLC LEGEND R/W = RIGHT OF WAY P.B. = PLAT BOOK IP = IRON PIPE IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER A = ACTUAL P = PLAT = WATER VALVE COVER = WATER METER El = TELEPHONE PEDESTAL 804 � = POWER POLE = FOUND 1/2" IRON PIPE — NO ID (UNLESS NOTED OTHERWISE) O = SET 1/2" IRON PIPE "CLARY ASSOC" a ED ONC .7' W 4' CLF o I a �~�' �j a^ W Go a I in m o I I i 784 U 1 785 f i "' I 4' CLF W I ON LIN N89'25'12"E I 50.00' (P&A) Mol ki1� G ..4' cm. N89'24'46"E %; 50.00'1 (P&A) I WcWn 1 F-� V CCn I ¢( to w ch n' 786 v rn I 0 m zI }B W Uj N I CONC DRIVE 787 I 788 I I N 89125-12"E 50.00' (P&A) N 2178245.0801 ATLANTIC BOULEVARD E 528896.4705 ('105' /W) 3 N M d- M O 0 z FND 1/2" IR NO ID GRAPHIC SCALE GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 6. SITE SHOWN HEREON CONTAINS 9,968 SQUARE FEET (0.229 ACRES). FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202185 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SECTION 2 EXCEPTION RECORDED DESCRIPTION COMMENTS NUMBER DOCUMENT 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS SITE, 5' PERPETUAL EASEMENT ON LOT 784 SHOWN 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT FROM LOTS 785 & 802 12 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE F.B. 805L ,Pg. 5p-53 CAD FILE: 2014-316.DWG ( IN FEET ) 1 inch = 20 ft. CHECKED BY 11-03-14 jJRS /A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. REVISION DATE I DRAFTER I WORK ORDER NO. REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES,- UNLESS OTHERWISE SHOWN AND STATED HyREC!i,. _ Trus DRAW 1WG;. % s1,` 5-�',MAP IS NOT VALID Clar UNLESS Ir EIS&3S TH GNAi4i'.E,AND THE ORIGINAL RAISED SElL'OF A ORIDA UCEr:SED SURVEYOR AND MAPPEP:(�IAP >3°SMf�; F1oRID4_VMINISTRAMVE CODE). PROFESSIONAL SURVEYORS &MAPPERS LB NO. 3731 3830 CROWN POINT ROAD �' 71-77-7- JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM KTty DATE: 8-14-14 GREGOR {� P.S. 3377 FILE No. SS—J`�L% N I S89'24'20"V 49.73' (A) 50' (P) 802 STURDIV/ NT AVENUE (50 R/W) SET 1/2" IP 50.00' (P&A) 'I "CLARY ASSOC" 1 FND 1/2" IP 'DURDEN LB 1048' 0.03 W 0.25' N I 50 (P) —N89''46"E 49.87' (A) — — 24---1 �— a'cLF� Q 0.5' W to , V) lin 0 to �o to Iain }Z Imw o0) I� wIin I 0 ¢ ., I w Lo 783 N 0 784 I u) 785 O N I I I M I I g I rn 1 4, ON N LY�UNE N89'25'12"E 50.00' (P&A 4' CLF 0.3' N S89 4'46"W 5' PU PENAL EASEMENT D.B. 191 7, PG. 90 I (1 CL CL f n JL Co 0 PLASTIC AC PAD 86 )9.85' (A) 300' (P) 804 SFF No 'CRY SS�3 Sg SSD% �S 1 AND 2 STORY BLOCK AND STUCCO BUILDING LSCA)`� — —CONCRETE WALT 6.i' _ 0.4' S 6' VINYL FENCE < 0.6' E 6.7' I I 6' WBF GATE `J L D?; oo 6' VINYL " FENCE 0.8' E Z. CONC c 37 788o CONC [3,0'] 2 IL 1 °! 3 f- 0.4'NUDIU/2 IR N89'25'12"E CONIC CONC WALK DRIVE —OHU- U OHU BUILDING CORNER 3.9' SOUTH ATLANTIC BO LE\/ARD (105' R/ JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 005L ,Pg. 50-53 BUILDING CORNER 3.7' SOUTH CAD FILE: 2014-317.DWG FND 1/2" IP 'LB 3672' wap �nowlng a oundary Surve LOTS 786 AND 787, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY MARTHA TOWNSEND LEGEND n 1.0' U_ O 3a _ 7 £ PLAT BOOK IP = 12 IR = IRON ROD CLF = STORY STUCCO M CONCRETE OHU = m I AND WOOD FRAME N p C 6' VINYL WBF = g Z FENCE 0.8' E A = ACTUAL P = PLAT a GATE Ea = WATER METER O = TELEPHONE PEDESTAL = POWER POLE = N8I 25'12"E (UNLESS NOTED OTHERWISE) 1 h' 50.00' (p&A) 2.3' [1030] = o� 30.4' 7.4' 0.4'NUDIU/2 IR N89'25'12"E CONIC CONC WALK DRIVE —OHU- U OHU BUILDING CORNER 3.9' SOUTH ATLANTIC BO LE\/ARD (105' R/ JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 005L ,Pg. 50-53 BUILDING CORNER 3.7' SOUTH CAD FILE: 2014-317.DWG FND 1/2" IP 'LB 3672' wap �nowlng a oundary Surve LOTS 786 AND 787, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY MARTHA TOWNSEND LEGEND R/W = RIGHT OF WAY P.B. = PLAT BOOK IP = IRON PIPE IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER A = ACTUAL P = PLAT = WATER VALVE COVER Ea = WATER METER O = TELEPHONE PEDESTAL = POWER POLE = FOUND 1/2" IRON PIPE - NO ID (UNLESS NOTED OTHERWISE) 0 = SET 1/2" IRON PIPE "CLARY ASSOC" [1030] = PERPENDICULAR BUILDING TIE GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. - - 3. THIS -SURVEY ONLY-SHOWS-IMPROVEMENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 6. SITE SHOWN HEREON CONTAINS 4,997 SQUARE FEET (0.115 ACRES). FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 2080-3202189 EFFECTIVE DATE: JULY 10, 2014 SCHEDULE B — SECTION 2 EXCEPTION NUMBER RECORDED DOCUMENT DESCRIPTION COMMENTS 9 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE 10 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS LOT 786, 5' PERPETUAL EASEMENT SHOWN 11 O.R.B. 3472, PG. 821 RESOLUTION I DOES NOT AFFECT GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 11-03-14 1 JRS N/A I REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. REVISION DATE I DRAFTER WORK ORDER NO. I REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION AND S7, FLORIDA -STATUTES, UNLESS OTHERWISE SHOWN ClaryssociatesAND STATED HEREQNTHIS DRAWIN FE f,Lfl1 UR MAP IS NOT VAUDUNLESS ITI 14 SIC"lA1i�8E,' R THE ORIGINAL RAISED��.AL'OF FLORIDA U, !i E9 SURVEYOR AND PROFESSIONAL SURVEYORS &MAPPERS MAP�R,(CHAPi R,-SJ717_EL0 IDA ADMINISTRATIVE (ODE). CHECKED BY:' }��j DATE: 8-14-14 I G LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 - (904) 260-2703 WWW.CLARYASSOC.COM A3 __O � �','`P.S.M. CERT. NO. 3377 FILE No. SS -3060 Map Showing a Topographic Survey of LOTS 784 THROUGH 799 AND 802 THROUGH 809, INCLUSIVE, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ASPHALT \o kG 748 c 6.58 8•$4 RIMS =7.61 UNABLE TO OPEN Q --ss SS SS ss ss Ss 8" PVC ss ss ss SS ss ss �6- 6. 0 EP 6. 0 6.58 0 6'� 6.46 c 6.46 6.63 ASPHALT 6.51 6.68 0 8.88 6 6.88 �(�--DHU ❑HU ❑HU ❑HU S89'24'20"W I q .52 i 7 3 nH j'O �- 49.7.3' (A) 1 8.8CONC ELEV FORM I v � I 7.67 I I I I 7.32 1 7.87 8.25 I 7.02 1 I �O I 1 I I 6' WBF TOM-99 I I I 4 I ASPHALT 1 I I I I 1 1 1 I I I 7.37 I I1 7.49 I I p I I I I I I I c I 7.2 p0 I 7. 4 7.73 •8 7.61 7.60 7.63 4 141.2' I 7.61 7.64 I I I 8.3z 19 I I I QO Q I PLASTIC A/C PAD 74 NV=2.14 ( BENCHMARK ALT 784 1 785 z ELEV �7 1 0 8 W I 7.51 TRR 7.79 .11ICONC CONC A/C PAD ELEV=7.90 1 CONIC A/C PAD I FIBERGLASS A/C PAD PLASTIC A/C PAD I ELEV7.85 44788 1 789 790 1 x/91 i 1 I FL = FLOWLINE (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVATION=8.41 (NAVD '88) -SET ON THE FFE- ELEV=6.01 (NAVD88) CONIC = CONCRETE 71179 N 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE ELEV=7.90 I ELEV=7.43 I g FFE = FINISHED FLOOR ELEVATION PK NAIL AND CLARY ELEVATION DISK BLDG = BUILDING I I I 804 I -$- IN CONCRETE DRIVEWAY 800 STURDIVANT 8 2 1 803 1 I 50.00' (dcA) I I I 1 AVENUE 7.95 8.35 I I I 1 1 (50' R/W) ASPHALT I Q MEL � I I 1 AND 2 STORY BLOCK AND STUCCO I I I N 1 RIM=6.11 , �.28 I I 6.,61 I " NOT IN USE I 6,¢9 ASPHAL 6.{6 I 1 _ FULL OF WATER BOTTOM I g INV=%73 STRUCUTE=3.62 TOP=580 THROAT=5.11 z INV E�2.74 I INV=3.05 10" PVC -Ss ss S ss ss ss ss EP SS SS ss ss ss 6.41 740 7.06 7.251 6 18 6.33 6+3 .2 I 6.3129 I 6.38 1 S 5 6 1 CONIC DRIVE(.645 f a 6.41 6.11 .25 8.04 8.07 7.9 I GRASS 8.38 CONC DRIVE 6.45 I I I I CONC + 6.8 6.7 6.4 6 6.5 .29 8 m4t I- nwi -1118.74 6.65 7.24 7.301 1 7+ 742 1& 7 6' WBF ATE - ® CNC FLUME 8.91 S 6.70 I I 8.81 ' " S89'24 20 W 8.71 8.72 49.85' 3AD X X4 1 I 3 1 ASPHALT � O3J 6.7 6.89 7.06 7127 i--DUMPISTER AREA NOT IN USE 4' CLF �j 04 7 05 NOT 18.8SE o 87 75 7.1+ 11.3 x M x I a FU OF WA R L r: _ 7 BOTTOM STRUCU =4.56 X 712 B FULL WATER 1 0 CUTE -4 70 I 7 69 1 I I I X 6' WBF I N 9.37 I I I I O I 59.8' z l 5.2 4 I 7.83 O� I I I I ,NC A/C PAD I �t 1742 bD 5 1 d GRASS 1 x = TC=7 90 I I tom : 1 ELEV=7.20 I ;o i II V1JiHANG I I tO 1 9.7'O I I I c 6 7165 7.4 7. 7. 7.54 7.5 �� O 7.55 7 8 5 I aP I I M_L--CONC 9 7. 7.83 7. 1 CONC .59 �O I 1 I I 6' WBF 1 I I I I 4 I ASPHALT 1 I I I I 1 1 1 I I I 7.37 I I1 7.49 I I p I I I I I I I c I 7.2 p0 I 7. 4 7.73 •8 7.61 7.60 7.63 4 141.2' I 7.61 7.64 I I I 8.3z 19 I I I QO Q I PLASTIC A/C PAD 74 7.80 ( J7.334 ASP ALT 784 1 785 z ELEV �7 1 0 8 W I 7.51 TRR 7.79 .11ICONC CONC A/C PAD ELEV=7.90 1 CONIC A/C PAD I FIBERGLASS A/C PAD PLASTIC A/C PAD I ELEV7.85 44788 1 789 790 1 x/91 i 1 I FL = FLOWLINE (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVATION=8.41 (NAVD '88) -SET ON THE FFE- 7.59 CONIC = CONCRETE 71179 N 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE ELEV=7.90 I ELEV=7.43 I g FFE = FINISHED FLOOR ELEVATION CONCRETE PARKING AREA BLDG = BUILDING I I I 804 I 1 I I 805 806 1 I 807 800 801 8 2 1 803 1 I 50.00' (dcA) I I I 1 7.95 8.35 I I 1 1 I I ASPHALT alai i+ i I 1 AND 2 STORY BLOCK AND STUCCO I I I N 1 8.0 �.28 I I 1 i I " ASPHAL I I I 1 1 I I 8.00 I I 1 I I 740 7.06 7.251 I I I 1 I 8.04 8.07 7.9 I GRASS I I I I I I CONC BLOCK WALL I I .29 I 7.24 7.301 1 � 8{2514.5 ^ 8.15 FFE-8.29 (AT DOOR) 1 I FFE=7.59 FFE=7.98 (AT DOOR) I 8.71 8.72 7.41 I 3 I (AT DOOR) 1 �� 43.9' 0.4' 7.64 98 7.69 7.32 7.61 1 7135 4' CLF 8.08 I BIKE RA---__--_ 8.22 44.3' 3, I' 7'77 2ND STORY COVERED WALKWAY, COVE ED CONC WALK BELOW_____________I-------------r-----"--- L 87 75 ------ ----- X"-'X-X-X-X�--X- I 1 I --X�-X -ro a ai r -------------------------r----------------------- 8.25 7 69 192.9' 7.5 1 I I I 9.ja 9.37 I I I JJ I I IL z l 5.2 4 I 7.83 I d q I I I I I �t 1742 bD 5 1 d 7.50 I ooddH8.051 = TC=7 90 I I tom : I I I 1 1 1 AND 2 STORY COQUINA i II I 1 tO 1 9.7'O Fl� T R SHAFT:EP=7. " 4 I I (TYPICA) (TYPIC L) I O STAIRI LL f� �y I I I FFE-9.62 1 z 1 II I 6 WBF .39 7.48 I I r` rzSTAIR WELL I I o 59 7.5 I 1 I I I v I II I a 1 I I I O0 7.057.5.46 I 7.�5 I 7.53 I 7.42 i / I 7.02 0 03 1 I I 1 1 i I I 7+4 11 I I NO PARKING I FOF DIRT AND DEBRIS, ASP4ALT I I ! I I 740 >f- - I_ 1 I I INABLE TO GET INVERT I I I 9.30 ad _ I I 8.42 .14 I I I I 1 I I 6' WBF 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD I I I 4 I ASPHALT 1 I I I I 1 1 1 I I I I I 9.3 8.18 8.31 i I p I I I I I I 7.7 I I I I I I I I I 1 OBJ I I I I 8.3z 19 I I I QO Q I PLASTIC A/C PAD 74 7.80 ( I I I I 1 i 79 793 i 7 4 1 79 780 1 781 I 782 1 783 i I I 784 1 785 z ELEV �7 1 0 8 W I 7.51 TRR 7.79 .11ICONC 7877.7 03 �� 1^ 44788 1 789 790 1 x/91 i 1 I I ' CQ:;❑HU DHU ❑HU ❑HU ❑HU ❑HU I 1 I N i I I 1 I i I I 1 8.24 I I 1 I I I I CONCRETE PARKING AREA I I I I I i I 8.33 8+2 7+7 I I I I I I I I 1 1 I I 1 1 I N89'2�5'12"E SIG 50.00'1 (P&A) I 8.53 844 I -II- CONIC SWK CONC SWK ,07 I I I (8.30 I 1 I I I I S 1 oOJ I I I I 1 �io I 1 1 I I 6 OBJ 1 1 I I I I I OHO i I 1772 769 M8. 11 7.72IBENCHMARK 1 1ASPHALT 1 ASPHALT IELEV-8.10 (NAVD88)1 'K NAIL AND CLARY ELEVATION DISK IN89'25'12"E I I IN ASPHALT PARKINGI LOT 300.08 44 � CONC SWK 7:9 300.08 8-11 8.2 8 8.57 8.40 8.29 0 8.08 8.34 8.18 8.02 8.10 8.08 OHO 8.12 8.09 8.09 CONIC SWK CONC SWK CONIC DRIVE CONIC DRIVE CONIC DRIVE 8,3 8 8.24 8.32 8.30 CONC DRIVE 7.99 CONIC DRIVE CONIC SWK 7.96 7. 8.14 8.09 8.16 DHU ❑HU DHU ❑HU U DHU ❑HU ❑ U DHU ❑ DH 0HU HU ❑HU ❑f1U OHU OH OHU ❑HU DHU OHU OHU ���� j7 33$$gZg 2.0' CONC CURB �j �j ��jj ��jj 7 g7 P #: 78 7: 7: 7:49 TOP=7.921 7. 5.5 7:82 2.0' CONC CURB ( 7.55 7• FL 7.02 EP 7 38 I 29.8 ELEV = ELEVATION 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD INV = INVERT AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN PVC = POLYVINYL CHLORIDE PIPE I I 08' ad . 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC SURVEY FOR I t B I i ao 0000 I 2 STORY Sl CCO AND I` I WOOD FRAME FL = FLOWLINE (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVATION=8.41 (NAVD '88) -SET ON THE FFE- .48 CONIC = CONCRETE O N 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE 1 � I g FFE = FINISHED FLOOR ELEVATION I BLDG = BUILDING 7. +7.3 DENOTES SPOT ELEVATION ON GROUND. I DIA = DIAMETER I ' VINYL GATE U-1 I I _13HU- = OVERHEAD UTILITY LINES N89'25'1 "E JOB No. 2014-318 DRAFTING: GCC 50.00' (dcA) R -nn 8,124 8.11 30• I I I (8.30 I 1 I I I I S 1 oOJ I I I I 1 �io I 1 1 I I 6 OBJ 1 1 I I I I I OHO i I 1772 769 M8. 11 7.72IBENCHMARK 1 1ASPHALT 1 ASPHALT IELEV-8.10 (NAVD88)1 'K NAIL AND CLARY ELEVATION DISK IN89'25'12"E I I IN ASPHALT PARKINGI LOT 300.08 44 � CONC SWK 7:9 300.08 8-11 8.2 8 8.57 8.40 8.29 0 8.08 8.34 8.18 8.02 8.10 8.08 OHO 8.12 8.09 8.09 CONIC SWK CONC SWK CONIC DRIVE CONIC DRIVE CONIC DRIVE 8,3 8 8.24 8.32 8.30 CONC DRIVE 7.99 CONIC DRIVE CONIC SWK 7.96 7. 8.14 8.09 8.16 DHU ❑HU DHU ❑HU U DHU ❑HU ❑ U DHU ❑ DH 0HU HU ❑HU ❑f1U OHU OH OHU ❑HU DHU OHU OHU ���� j7 33$$gZg 2.0' CONC CURB �j �j ��jj ��jj 7 g7 P #: 78 7: 7: 7:49 TOP=7.921 7. 5.5 7:82 2.0' CONC CURB ( 7.55 7• FL 7.02 EP 7 38 8 50 845 844 ASPHALT 8.77 8.44+ 8.37 GRASS ISLAND ASPHALT 20 PARTY CHIEF: HENDERSON B E!.9 of? GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. INV=44.211 Im 0 I� I I I TOP=695 INV N=4.13 INV S-3.72 I I I� I� I �4,n TOP=7.41 INV N=3.54 F.B. 005L ,Pq. 50-53 LEGEND RIPT=T.01 INV SW= -2.57 4 TOP=5.85 N INV SW=3.03 a ASPHALT / p / wQ / 6.05 C / +6.77 RI - , 3 / INV NE- -1.40 M,H,� / INV -1.3 373.78 RIiN�6:42 INV Wa-1.35 INV W=1.47 INV S=3.04 8" PVC s ss ss ss / Ss S ss ss SS - -- ----�$ 6.39 6 72 6.32 6.2+�6.2 6.44 °D. FOR DIRECTION ONLY 6.44 FA �; �-_APPEARS TO NOT BE IN USE, NO 6.0+ +5.8 -o- MANHOLE FOUND TO THE SOUTH TOP -5.61 6.48 + 191.15 8.80 INV NE=3.81 6.89 6.96 7,0 pHU OHU DHU DHU ❑HUS / `--❑HU--�j� 16 7.084t,12 Y 1 +6.5 I 1 6.7+ 6.63 6.99 6.3 6.5 745 809 743 6.9+ 6.2+64.6 0 7.82 ' 8+2 m 1 �1 1 7.85 I 7.95 I I I +6.8 7+0 Grp . 7.3 1 7.93 1 ;� OD CD 742 I 6.93 749 I Z .- 7.89 I 745 682 I I 7.04 . 7.06 I 7.82 7.59 I v - ----I--------------------------- r------------ I I I 4 ASPHALT . . F- 1 I I I � � 7.88 I t I5.22 5.22 to 1 -7.9 8.0 8.29 j U- 10.3 6' WBF I I 1 r434.3' I I J 1 3'1 PVC o, 7.92 1 22.2' .02 I I I v zz 8.13 I I I I I I 1 O I I I i 7QR I 796 1 797 1 1 STORY' MCCO AND (WOOD FRA7M29 GyG & IWA I N cv 8.5 CS I I I M 1 Cd aMd I 1 8.54 8.57 CONC DRIVE CONC SWK a j 7.63 \7-0v I' �n • yG 8.52 1 8.50 M I. ' 8.38 in .451 .2' vi 7.98 8.411 8.4 Od COVERE� CONIC 7.82 49.0'1 I 8.1 7.90 I o 63 I Cd I 8.00 8.51 ® LIVE a 3� CONC SWKK; 8 0 • 8414 8.121 8.436 8.161 ASPHALT 8,41 : EP 8.53 8.03 1.5' CONC CURB. Hl GRASS ISLAND L R1W = RIGHT OF WAY GENERAL NOTES: ELEV = ELEVATION 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD INV = INVERT AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN PVC = POLYVINYL CHLORIDE PIPE DATUM 1983/1990 NGS ADJUSTMENT. RCP = REINFORCED CONCRETE PIPE 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC SURVEY FOR C.B. = CATCH BASIN BOUNDARY SURVEY, SEE CLARY & ASSOCIAT(S FILE NO. SS -3059, SS -3060, SS -3061. C.I. = CURB INLET 3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. M.H.. = MANHOLE 4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTURES SITUATED ABOVE GROUND. BELOW TC = TOP OF CURB GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. _ CP = CONCRETE PAVEMENT 5. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 FL = FLOWLINE (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVATION=8.41 (NAVD '88) -SET ON THE EP = EDGE OF PAVEMENT TOP OF CURB ON THE SOUTH S;DE OF ATLANTIC BLVD, IN THE K -MART PARKING LOT. CONIC = CONCRETE O CLF' = CHAIN LINK FENCE 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE WBF = WOOD BOARD FENCE GRAPHIC SCALE AS SHOWN. FFE = FINISHED FLOOR ELEVATION Cn BLDG = BUILDING 7. +7.3 DENOTES SPOT ELEVATION ON GROUND. FNC = FENCE DIA = DIAMETER Z 8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. BGV = BELOW GROUND VAULT U-1 FOC = FIBER OPTIC CABLE _13HU- = OVERHEAD UTILITY LINES U- CAD FILE: 2014-318 TOPO.dwg JOB No. 2014-318 DRAFTING: GCC 8 50 845 844 ASPHALT 8.77 8.44+ 8.37 GRASS ISLAND ASPHALT 20 PARTY CHIEF: HENDERSON B E!.9 of? GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. INV=44.211 Im 0 I� I I I TOP=695 INV N=4.13 INV S-3.72 I I I� I� I �4,n TOP=7.41 INV N=3.54 F.B. 005L ,Pq. 50-53 LEGEND RIPT=T.01 INV SW= -2.57 4 TOP=5.85 N INV SW=3.03 a ASPHALT / p / wQ / 6.05 C / +6.77 RI - , 3 / INV NE- -1.40 M,H,� / INV -1.3 373.78 RIiN�6:42 INV Wa-1.35 INV W=1.47 INV S=3.04 8" PVC s ss ss ss / Ss S ss ss SS - -- ----�$ 6.39 6 72 6.32 6.2+�6.2 6.44 °D. FOR DIRECTION ONLY 6.44 FA �; �-_APPEARS TO NOT BE IN USE, NO 6.0+ +5.8 -o- MANHOLE FOUND TO THE SOUTH TOP -5.61 6.48 + 191.15 8.80 INV NE=3.81 6.89 6.96 7,0 pHU OHU DHU DHU ❑HUS / `--❑HU--�j� 16 7.084t,12 Y 1 +6.5 I 1 6.7+ 6.63 6.99 6.3 6.5 745 809 743 6.9+ 6.2+64.6 0 7.82 ' 8+2 m 1 �1 1 7.85 I 7.95 I I I +6.8 7+0 Grp . 7.3 1 7.93 1 ;� OD CD 742 I 6.93 749 I Z .- 7.89 I 745 682 I I 7.04 . 7.06 I 7.82 7.59 I v - ----I--------------------------- r------------ I I I 4 ASPHALT . . F- 1 I I I � � 7.88 I t I5.22 5.22 to 1 -7.9 8.0 8.29 j U- 10.3 6' WBF I I 1 r434.3' I I J 1 3'1 PVC o, 7.92 1 22.2' .02 I I I v zz 8.13 I I I I I I 1 O I I I i 7QR I 796 1 797 1 1 STORY' MCCO AND (WOOD FRA7M29 GyG & IWA I N cv 8.5 CS I I I M 1 Cd aMd I 1 8.54 8.57 CONC DRIVE CONC SWK a j 7.63 \7-0v I' �n • yG 8.52 1 8.50 M I. ' 8.38 in .451 .2' vi 7.98 8.411 8.4 Od COVERE� CONIC 7.82 49.0'1 I 8.1 7.90 I o 63 I Cd I 8.00 8.51 ® LIVE a 3� CONC SWKK; 8 0 • 8414 8.121 8.436 8.161 ASPHALT 8,41 : EP 8.53 8.03 1.5' CONC CURB. Hl GRASS ISLAND L R1W = RIGHT OF WAY INFO = INFORMATION ELEV = ELEVATION ELEC = ELECTRIC INV = INVERT SQ = SQUARE PVC = POLYVINYL CHLORIDE PIPE BFP = BACK FLOW PREVENTER RCP = REINFORCED CONCRETE PIPE NO. = NUMBER C.B. = CATCH BASIN I.P. = IRON PIPE C.I. = CURB INLET ID = IDENTIFICATION M.H.. = MANHOLE A/C = AIR CONDITIONER TC = TOP OF CURB W/'= WITH _ CP = CONCRETE PAVEMENT FL = FLOWLINE EP = EDGE OF PAVEMENT 8.01 BACK OF CURB CONIC = CONCRETE 7.72 = FLOW LINE CLF' = CHAIN LINK FENCE 7.82 EDGE OF PAVEMENT WBF = WOOD BOARD FENCE FFE = FINISHED FLOOR ELEVATION (TYPICAL, UNLES NOTED BLDG = BUILDING OTHERWISE) FNC = FENCE DIA = DIAMETER -X -X -X- = FENCE (SIZE,TYPE AS NOTED) BGV = BELOW GROUND VAULT FOC = FIBER OPTIC CABLE _13HU- = OVERHEAD UTILITY LINES ss = SANITARY SEWER CAD FILE: 2014-318 TOPO.dwg CHECKED BY:CC A -q'1 ASPHALT f�3 = MAILBOX m = PROPANE TANK * = LIGHT POLE ® = GUARD POST Q = STORM DRAINAGE MANHOLE SQ = SANITARY SEWER MANHOLE ® = CLEANOUT ® = SANITARY SEWER VALVE = WATER VALVE Cm = WATER METER [H) = TELEPHONE WIRING BOX -v- = INFORMATION SIGN POST CO-) = UTILITY POLE = FIRE HYDRANT O = NUMBER OF REGULAR PARKING SPACES r = HANDICAPPED PARKING SPACE DATE: 08-10-2014 ❑HU 8.20 8.73 8.$9 ATL,ANnC BOUUVAIW (105' R/W) REVISION DATE I DRAFTER I WORK ORDER NO.I REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN AND STATED HERE014..,, THIS ORAMING,-Z9 7'fi i=':Cf -OR MAP IS NOT VAUD UNLESS .LirtPJiSS''YHL'Y51 NA'ftjPE AND THE ORIGINAL RAISED "SEAL OF A FLOAIDA, []r LASED SURVEYOR AND MAPPER.(CHAPT} il?d�}?, Fl fp2 ADMINISTRATIVE CODE). GREG01iii, 1777 LA,.c�Y. P.S.M. CE9T_,0 ASPHALT cla.MAssociates PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM 3377 FILE No. SS -3061 b 18. Contractor to coordinate all work with other util ty installations not covered in these plans (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to be performed. 19. Cut and fill slopes shall not exceed 4H:1V unless, otherwise noted. 20. Contractor shall repair or replace in-kind any amage that occurs as result of his work. 21. All soils test reports shall be submitted to the Engineer for review and approval. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered to: a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of compliance with this low. c. A separate price item shall be included in heir base bid identifying the cost of compliance d. A trench safety system shall be designed b the Contractor. 23. All areas shown to be filled shall be cleared anJ grubbed in accordance with City Standards and shall be filled with clean structural fill compacted' an tested in accordance with the geotechnical report. 24. All debris resulting from all activities shall be d sposed of off-site by the Contractor. 25. All existing trees to remain shall be protected and preserved. 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown' on plans. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shat not be permitted on property. 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddi-mix concrete with #57 stone. 31. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbedbythe construction operation. The cost of these items shall be included in the price bid for furnishing and installing any new item causing such damage. 32. Should the surface or subsurface conditions dif er from what is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S with bell and spigot, silt -tight, rubber-gasketed joints. 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be sized by contractor. WATER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of water facilities with all other construction. 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform t5 latest COAB Standards and Specifications and applicable AWWA Standards. 5. The existing utility facilities and locations show on the drawings are taken from readily available information: The actual "locations of the `utility; acilitles may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be 60". 7. Water lines are designed to finished grade and shall be protected until finish work is complete. 8. All water mains 3" and larger shall be AWWA 900, DR25 PVC. Water mains 2" and smaller shall be polyethylene pipe with couplin s may be used and with NSF -PW approval. 9. Restrained joints are required where water mals are terminated and at all bends, in accordance with COAB standard details and specifications. 10. All gate valves 2" and larger shall be non-ris ng stem type and shall be suitable for 200 psi non -shock working pressure. Gate valves shall be mechanical joint, iron body, resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions shall be provided for each buried gate valve. 3oxes shall be of cast iron construction, 3/8" minimum wall thickness and shall be no -tacky tar enamel coated. The word "water" shall be cast in cover. All gate valve installed shall open by turning to the left (counterclockwh when viewed from the stem. 12. Class B, Type I bedding shall be used for this . project_ unless indicated otherwise on the drawings or directed by the 'engineer. 13. Unsuitable materials under water pipe shall be removed and replaced with selected backfill properly compacted. The material shot exhibit moisture contents within +/- 2 percent of the modified proctor optimu moisture content (ASTM D1557) during the compaction operations. Compaction shall ontinue until densities of at least 95 percent of the modified proctor maximum Jry density (ASTM D 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the modified proctor 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the maximum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be allowed until all proposed water lines have been flushed, pressure tested, disinfected, and cleared for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two days prior to connection of water mains to existing lines. All new work must be inspected by the engineer. No tests shall be scheduled for weekends. Any change from the technical requirements must be reviewed and approved by the engineer and owner. 18. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the to ts. Pressure tests shall be conducted of 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure test after timerock is installed. WATERON GENERALNOTES: 1. Topographic boundary survey, including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by CLARY AND ASSOCIATES. 1. 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for 19. the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 2, 3. All phases of site work for this project shall meet or exceed the City of Atlantic Beach site work specifications. 4. The contractor shall be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this 3. project. 20. 5. Warranty / Disclaimer: The designs represented in these plans are in accordance with established practices of civil engineering for the design functions. Neither the Engineer nor its personnel can or do warrant these designs or plans as constructed except in the specific 4. cases where the Engineer inspects and controls the physical construction on a contemporary 21. basis at the site. 6• For boundary, roadway and building geometry information see engineering site plan. It shall be the Contractor's responsibility to verify that the building dimensions shown on the 5. engineering plan agrees with the dimensions shown on the architectural plan. If any dimensions do not agree, the architect, engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. The contractor shall notify all utility companies prior to construction for verification and location of all utilities. 22. 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of installation for all components of the project prior to purchase of materials and 23. construction. 9. These engineering drawings may not show all of the City of Atlantic Beach standard details required to complete construction of this project. It shall be the contractor's responsibility that the construction, outside City of Atlantic Beach right of way be in accordance with all current City of Atlantic Beach Standard Details and Specifications. 10. The contractor shall furnish certified "as-builts" , see As -Built Requirements on this sheet. 11. Contractor shall verify and protect all existing trees and natural vegetation that are to 6. remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of tree barriers. 12. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA 7. shall be followed. The Contractor shall be solely responsible for any injuries of his employees, and any damage to private property or persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act shall be included in the Contractors bid. 8. 13. All Improvements shown shall be warranted by the Contractor to the Owner for a period of one year from date of acceptance by the Owner. If the work is in the City Right -0f -Way 9. or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. outside of the water main and the outside of any existing or proposed pressure-type sanitary 14. The Contractor shall contract with an independent testing laboratory to perform materials testing and soil testing in accordance with the City requirement and the recommendations outlined in the geotechnical report. This shall include density testing in all pavement areas and in the utility trenches located in pavement areas, concrete testing and all other 10. materials testing. 15. The Contractor shall be responsible for obtaining all necessary permits and insurance required for the project. 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than water mains, which shall be to City Health Department permit conditions. 24. 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards details & materials, City of Atlantic Beach standard specifications & details and any other standards, listed or referenced, are included in the project documents. 18. The contractor shall notify the City of Atlantic Beach 0 247-5814 a minimum of 24 hours prior to starting construction. 11. 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 603. Contractor shall not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm. Work in the ROW shall only occur during daylight hours. GRADING AND DRAINAGE NOTES: 1. Contractor shall verify existing elevations at connection points prior to construction and 12. notify Engineer of any discrepancies. 2. See geotechnical report for site preparation requirements. - AMEC Environment and E Infrastructure, INC. dated October 14, 2014 0 d' 3. The contractor shall coordinate the grading and drainage construction with all other o construction. 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all I materials, for review and approval, prior to purchase or fabrication of any utility pipe or 25. structure. LO 5. All construction and materials shall conform with all City of Atlantic Beach standards. N 6• The contractor shall stake the storm sewer system and the sanitary sewer system and shall 14. notify the Engineer of any conflicts prior to installation of any pipe. C `- 7• The existing utility facilities and locations shown on the drawings are taken from readily � available information. The actual locations of the utility facilities may vary somewhat O from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. 0' The contractor shall protect all utility facilities and repair any damages resulting from their 3: work in conformance with the contract documents and specifications and relocate if Cn required at no cost to the owner. 1-__ 8. All underground utilities shall be installed prior to preparation of subgrade for pavement. 0 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below r) subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the Z Q geotechnical report. V) 10. Any unsuitable material encountered shall be removed from the site. The contractor shall H be responsible for the removal of all unsuitable material and replacement with structural O fill. Excess suitable fill material shall be moved to Owner specified location. See z geotechnical report. - 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as required by the project specifications. o One row of sod shall be installed along all edges of pavement. All disturbed areas shall 12. 9 9 4- receive sod. **See landscape plans for other requirements. 13. Stormwater Collection System design is based on the 5 -year return frequency storm Z (Rational Method). rY Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage 28. 14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class III, Wall B. � 15. All labeled pipe lengths are approximate and measured to the center of structure or C]�t mitered end section. Actual lengths may vary and no added compensation will be made for variations v / 16. The contractor shall provide a qualified soils laboratory representative on site during U excavating to determine the suitability of the existing sub -grade and existing on-site Q material prior to beginning any filling operation. w m -17. Contractor shall take all available precautions to control dust. Contractor shall control dust 29. by sprinkling, or by other methods as directed by Engineer at no additional cost to the v owner. z Q and shall pay for all meter fees. F - or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air Q The contractor shall be responsible to provide mitigating construction measures test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, ASTM F-1417 for pipe, and for other materials appropriate test procedure described w in all cases where a minimum of 18 inches of vertical clearance between water and sewer (including storm) lines is not possible. Q plastic in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials O I 3 appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. 0 The contractor shall be responsible for providing water for construction use 'd.uring. entire O •d- r / course of project if necessary. / Pressure pipe and fittings requiring restraint shall be braced with restrained joints a. b 18. Contractor to coordinate all work with other util ty installations not covered in these plans (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to be performed. 19. Cut and fill slopes shall not exceed 4H:1V unless, otherwise noted. 20. Contractor shall repair or replace in-kind any amage that occurs as result of his work. 21. All soils test reports shall be submitted to the Engineer for review and approval. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered to: a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of compliance with this low. c. A separate price item shall be included in heir base bid identifying the cost of compliance d. A trench safety system shall be designed b the Contractor. 23. All areas shown to be filled shall be cleared anJ grubbed in accordance with City Standards and shall be filled with clean structural fill compacted' an tested in accordance with the geotechnical report. 24. All debris resulting from all activities shall be d sposed of off-site by the Contractor. 25. All existing trees to remain shall be protected and preserved. 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown' on plans. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shat not be permitted on property. 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddi-mix concrete with #57 stone. 31. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbedbythe construction operation. The cost of these items shall be included in the price bid for furnishing and installing any new item causing such damage. 32. Should the surface or subsurface conditions dif er from what is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner lining Type S with bell and spigot, silt -tight, rubber-gasketed joints. 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be sized by contractor. WATER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of water facilities with all other construction. 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform t5 latest COAB Standards and Specifications and applicable AWWA Standards. 5. The existing utility facilities and locations show on the drawings are taken from readily available information: The actual "locations of the `utility; acilitles may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents and specifications and relocate if required at no cost to the owner. 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be 60". 7. Water lines are designed to finished grade and shall be protected until finish work is complete. 8. All water mains 3" and larger shall be AWWA 900, DR25 PVC. Water mains 2" and smaller shall be polyethylene pipe with couplin s may be used and with NSF -PW approval. 9. Restrained joints are required where water mals are terminated and at all bends, in accordance with COAB standard details and specifications. 10. All gate valves 2" and larger shall be non-ris ng stem type and shall be suitable for 200 psi non -shock working pressure. Gate valves shall be mechanical joint, iron body, resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions shall be provided for each buried gate valve. 3oxes shall be of cast iron construction, 3/8" minimum wall thickness and shall be no -tacky tar enamel coated. The word "water" shall be cast in cover. All gate valve installed shall open by turning to the left (counterclockwh when viewed from the stem. 12. Class B, Type I bedding shall be used for this . project_ unless indicated otherwise on the drawings or directed by the 'engineer. 13. Unsuitable materials under water pipe shall be removed and replaced with selected backfill properly compacted. The material shot exhibit moisture contents within +/- 2 percent of the modified proctor optimu moisture content (ASTM D1557) during the compaction operations. Compaction shall ontinue until densities of at least 95 percent of the modified proctor maximum Jry density (ASTM D 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the modified proctor 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the maximum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be allowed until all proposed water lines have been flushed, pressure tested, disinfected, and cleared for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two days prior to connection of water mains to existing lines. All new work must be inspected by the engineer. No tests shall be scheduled for weekends. Any change from the technical requirements must be reviewed and approved by the engineer and owner. 18. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the to ts. Pressure tests shall be conducted of 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains. Pressure test after timerock is installed. WATERON TES (00 NT'D11• SANITARY SEWER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 19. The contractor shall coordinate all water main flushing with COAB Utility_ 2, Contractor shall coordinate the construction of sewer facilities with all other construction. Department. Flushing and disinfection procedures shall comply with AWWA C651 for main disinfection. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 21. Sample points for bacteriological sampling shall be located as follows: 1. Every 1000 feet and/or every dead end on a water main. 5. The existing utility facilities and locations shown on the drawings are taken from readily 2. Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the 3. Water main stubs more than 40 feet in length. locations shown and there may be utility facilities existing that are not shown or indicated on 22. Fire hydrants shall meet COAB standards. the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of 23. Included in this project shall be laid to provide a New or relocated, underground water mains incl p j P the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work in horizontal distance of at least three feet between the outside of the water main and the conformance with the contract documents and specifications and relocate if required at no cost outside of any existing or proposed vacuum -type sanitary sewer, storm sewer, stormwater to the owner. force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, 6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the the Engineer of any conflicts prior to installation of any pipe. outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at 7. Manholes shall be in conformance with COAG Standards. least three feet between the outside of the water main and the outside of any existing or, proposed gravity -type sanitary "sewer if the bottom of the water main will be laid 'at least six 8. Type B bedding shall be used for this project unless indicated otherwise on the drawings. inches above the top of the sewer); a horizontal distance of at least six feet between the 9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts. outside of the water main and the outside of any existing or proposed pressure-type sanitary Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part moisture content. IiI of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC pipe and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM 62-555.314(5)] D1557) during the compaction operations. Compaction shall continue until densities of at least 95 24. New or relocated, underground water mains that are included in this project and that will. percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. cross any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains 11. All sewer construction shall be accomplished by an underground utility contractor licensed under that are included in this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12. All pipe lengths are horizontal distances and are approximate. shall be laid so the outside of the water main is at least 12 inches above or below the 13. All sanitary sewer laterals shall terminate approximately 5 feat outside the building at a minimum other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly - - plugged or capped and marked until such time as connection is made inside the building. 25. At the utility crossings described in Part II.C.i.w, above, one full length of water pipe shall be centered above or below the other pipelines so the water main joints will be as for as 14. The Contractor shall perform a television inspection of the sewer system. Two full reports, possible from the other pipeline or the pipes will be arranged so that all water main joints including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, of services, type of joint, distance between manholes and any irregularities in the pipeline. The stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type lamped as part of the final inspection. sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed with the approved plumbing plans for the building. under FAC 62-555.314(5)] 16. Contractor shall provide to the, Engineer, a schedule of invert elevations of all sanitary manholes 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation prior to the placement of the limerock base course. This schedule'shall be provided by the shall be required. -built" land surveyor' submitting the "as -built" drawings for this project. 27. All water and sewer construction shall be accomplished by an underground utility contractor 17. All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for . licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage 28. All water mains shall terminate approximately 5 feet outside the building unless rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor to demonstrate that: 1) the leakage exfiltrotion or infiltration does not exceed 200 gallons 29. The contractor shall make application to utility company for the project water meter per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration and shall pay for all meter fees. or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air 30. The contractor shall be responsible to provide mitigating construction measures test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, ASTM F-1417 for pipe, and for other materials appropriate test procedure described in all cases where a minimum of 18 inches of vertical clearance between water and sewer (including storm) lines is not possible. plastic in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. 31. The contractor shall be responsible for providing water for construction use 'd.uring. entire course of project if necessary. 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints per COAB Standards. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's responsibility to obtain the permit through the St. Johns River Water Management AS -BUILT REQUIREMENTS District. Contractor shall provide complete as -built information to the Engineer in accordance with 34. If solvent contamination is found in the pipe trench, work shall be stopped and the the following requirements: proper authorities notified. With approval of the permitting agency, ductile iron pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be 1. As -built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set used in the contaminated area. The ductile iron pipe shall extend at least 100 feet of signed and sealed prints and a set of computer disks containing project AutoCAD files and beyond any solvent noted. Any contaminated soil that is excavated shall be placed PDF's of the prints shall be submitted to the Engineer for review and approval: Additional on an impermeable mat and covered with a waterproof covering. The proper signed and sealed prints shall be provided to the Engineer as requested. authorities shall be notified and the contaminated soil held for proper disposal. 2. As -built drawings shall be in accordance with all authorities having jurisdiction. 35. All backflow preventers shall be in accordance with COAB cross connection program. Contractor shall coordinate as -built submittals and approvals with jurisdictional Backflow preventers must be tested after installation by a certified tester and annually agencies unless otherwise directed by the Engineer. thereafter. COAB contact: Bill Pound ® 665-5787. Backflow preventers on fire lines or backflow preventers on fire lines or combinations fire/potable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all protection. underground facilities. 4. Provide perimeter dimensions at top of bank and at bottom of pond. 5. Provide elevations at top of bank and bottom .of pond. 6. Provide special detail drawings where installations were not as shown on contract drawings due to field conditions or where required for clarity. 7. Provide location, elevation and description of benchmark(s). 8. Locate and provide elevations of all structures. Location of all structures shall be from two (2) directions and include northing/easting coordinates at center of structure. 9. Locate all pipes and provide size, elevation, invert elevations, length and type. 10. Provide dimensions and elevations of the pond` outfall structure(s). 11. Water as-builts shall Indicate the location of bacteriological sample points. 12. The as-builts shall include a detail of every crossing of the new water main with gravity sewers, force mains and storm pipes clearly shown & indicating the vertical clearances at each crossing. Details shall be furnished for parallel runs where the horizontal separation is less than 10 feet. 13. The centering of uncut lengths of pipe at points of crossing shall be documented on the as-builts and all mitigating construction measures clearly depicted in cases where a minimum of 18" of vertical clearance between the water and sewer (including storm) lines is not possible. :.I PROSSERT" 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 a1 No: ;l 0 S H E E T E 781 0 d - O I a O N N t U O E N Q O O O I - z W ty ry U 0 0 U C) Q W W I= z <L f- �C Ua Li Q I 0 0 O OVERHEAD UTILITIES TO BE REMOVED. CONTRACTOR TO TAKE DUE CARE TO NOT INTERRUPT SERVICE TO ADJA 'ENT BUILDINGS. INV-�1401 IAV08b) € g RA NAL tD &$ R'C E iWMI N 1s2 II'1 MANHOLE TO BE CONCRETE DRIVE °\ REMOVED (N IN USE) TO BE' OVED ASPHALT DRIVE�1- TO BE REMOVED N',r T�I� uv�l' „> j{?e A,�gg �°t£inn6gF pa�`r�eYgz"Mi y Yb�`3 d((��i '�r'y.�^Jpp {S{S�S 5 .. ,:c- .•YiBYidh+LT Y.a4.`w. ➢figgy y✓a dd':dyq INV E...°� ed`Y � �£ ilAdv a4 %k%w➢,3H ° <05 SF - SF mm _.x ....._. SIFSF SF` 3 g a* id • �� � � 1 �"�1 C=am`:'` ��:'��: '" ;�s f,. �y9q y x LLx X� s 1. ,.d y d D3ma S89�24'20" I " Ari rv, tr1 S89' 0"VV U� #3,+Id � h �.� <31 '11AIHT z, 49.73' (A) 1t r i31rt<`" Na _1 RUM t S v Hur U NOT y r 3 #'A'4 ,J �}..w,�,*.r.ra 4 ad 5 "it3S T'$ 1 ➢ .,.x. ,.a,3 :gY%,„,,, #,.. Z rytY 9 d gs I',µ4 �. ,.. Q �s � e�da ���' 3�. -�'�c:3"d P F"r BUILDING TO BE DEMOLISHED10 Ai°>,.. a Y'PADN`aa 7.$`. A 'HALT w gtC All PAD -pI.� TC A0 PAD .�:. E'7''I.130 Fal .43 801 8 03 80 0 7`}�3, to am 1 (n °' BUILDING TO BE DEMOLISHED 74pa -215 7.A 7,30 liv,1 � 1: C 1°� 8.71'- 8.7 7,b 7', '� >' 5 a 7 OM1 z'ropy IN 89'245' 12"E I�1 a 50.00' (P&A) C�3m R� 4NCi�ICa am �Iy WHO vi'lh 3111 LV A AMa 1ALT GRASS 6 M D PAD I C3' N8 ' 5'12 I\x 1 a -,,._, "SF SF _ =%E � y� 31 8 ZiN, CONCRETE DRIVE TO BE REMOVIT 1. a° i D r 111*£1 My a --Z I<.'J S-3.72 14"*,1 INV g ` d � o STAIR 503 N ae c.Ia ilx. 789 190 I N '25'1 1r, T AN PARKING LOT TO BE DEMOLISHED 79 i }} '� i Vi tS � 48. LZ>°S i Y C Dt I a 1 z zr L g a- �SF-.�` or 7.7 CONCRETE DRIVE TO BE REMOVED d1 I BUILDING TO BE DEMOLISHED 40 14 %P€e.31 - Lu 00 Ln 782 783 rn 784 7$5 �- 0 rn �. 4 C0,11C EETEE RAR 1113 AREA IN 89'245' 12"E I�1 a 50.00' (P&A) C�3m R� 4NCi�ICa am �Iy WHO vi'lh 3111 LV A AMa 1ALT GRASS 6 M D PAD I C3' N8 ' 5'12 I\x 1 a -,,._, "SF SF _ =%E � y� 31 8 ZiN, CONCRETE DRIVE TO BE REMOVIT 1. a° i D r 111*£1 My a --Z I<.'J S-3.72 14"*,1 INV g ` d � o STAIR 503 N ae c.Ia ilx. 789 190 I N '25'1 1r, T AN PARKING LOT TO BE DEMOLISHED 79 21 (8 MANHOLE TO BE 6.0 REMOVED (NOT IN USE). CONCRETE DRIVE 10, M11C T E REMOVED A COON 69 T E , r F iM 8 Nia C SF SF,r� SF CONCRETE DRIVE TO BE REMOVED Big CRASS 11zWI-0 RIS INV S� °C. 7 IN U`9-103 LEGEND. AIIAIT INLET PROTECTION r EXISTING CONTOURS x, €3 21.7+ EXISTING SPOT ELEV. BROKEN ASPHALT INV N E- -L,40 DRIVE TO BE REMOVED INV ED.CC Ir�'� , •l..a PROPERTY LINE ...._.._._ SILT FENCE LIMITS OF w_ _,..,.. u, SF d CLEARING � I 6° ,rtf(illt. � � � � ss ZT1' 3}y q* { t S 'v'` w ✓"kms Iy�y�yi{:3E Y'b� 6Ybflp3;t ry4.Y " ig t �.3 �..�`:.y { ij fE ��V:/ LIMITS OF CURB DEMOLITION ��' ,� LIMITS OF MISC. DEMOLITION IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 8. 2, dp 00 00 Ua� ++N5 _ w AS p {` 1�3 � � ASP :A�,T 1 7,08 CK t 87 ° p( 31 PVC b. 7° 92 th °D V) o 1 .v:::..{y t$ ll 29 7aaRR 9 % 7 6 797 1 STORYWccO AND WOOD FRA7M9 FFE=8.40 DINER TO EMAIN m, � o yoo f MIR g _ $ 1 1 A a 6. z COVERECONC wr ® ®r R, C Calc DRIVE EROSION CONTROL NOTES: :°..v n 4. r✓, s 4� x 1 EROSION ON CONTROL AND TREE PROTECTION 0N MEASURES SHALL BE d INSTALLED PRIOR TO ANY OTHER HER CONSTRUCTION ACTIVITY TY AND , i „ MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED..�VF 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY CONCRETE DRIVE aTHE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES TO BE MODIFIED R1 AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING (SEE SHEET C3.0) ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF rn,R FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR 1 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. w m„ 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED AT ONE TIME AND THE DURATION OF EXPOSURE. ""y.1 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL ."3 MEASURES TO PREVENT OFF SITE DAMAGE. "1 I) 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. MIF41ALT 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. 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 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 MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAG BUILDING DEPARTMENT No. Date ReviviOn THi$ MAWM NOT SD FOR S3 80 NOTED AWVE amET 7TiLE EXISTING CONDITIONZ`V DEMOLITIONL PLAN Z. J� 0.625716 IL AVIS, Ffi ' No.''fH E E T DATE, V F r '\b del'/ .\ a�` ' ` i }} '� i Vi tS � 48. LZ>°S i Y C Dt I a 1 z zr L g a- �SF-.�` or 7.7 CONCRETE DRIVE TO BE REMOVED d1 21 (8 MANHOLE TO BE 6.0 REMOVED (NOT IN USE). CONCRETE DRIVE 10, M11C T E REMOVED A COON 69 T E , r F iM 8 Nia C SF SF,r� SF CONCRETE DRIVE TO BE REMOVED Big CRASS 11zWI-0 RIS INV S� °C. 7 IN U`9-103 LEGEND. AIIAIT INLET PROTECTION r EXISTING CONTOURS x, €3 21.7+ EXISTING SPOT ELEV. BROKEN ASPHALT INV N E- -L,40 DRIVE TO BE REMOVED INV ED.CC Ir�'� , •l..a PROPERTY LINE ...._.._._ SILT FENCE LIMITS OF w_ _,..,.. u, SF d CLEARING � I 6° ,rtf(illt. � � � � ss ZT1' 3}y q* { t S 'v'` w ✓"kms Iy�y�yi{:3E Y'b� 6Ybflp3;t ry4.Y " ig t �.3 �..�`:.y { ij fE ��V:/ LIMITS OF CURB DEMOLITION ��' ,� LIMITS OF MISC. DEMOLITION 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. 8. 2, dp 00 00 Ua� ++N5 _ w AS p {` 1�3 � � ASP :A�,T 1 7,08 CK t 87 ° p( 31 PVC b. 7° 92 th °D V) o 1 .v:::..{y t$ ll 29 7aaRR 9 % 7 6 797 1 STORYWccO AND WOOD FRA7M9 FFE=8.40 DINER TO EMAIN m, � o yoo f MIR g _ $ 1 1 A a 6. z COVERECONC wr ® ®r R, C Calc DRIVE EROSION CONTROL NOTES: :°..v n 4. r✓, s 4� x 1 EROSION ON CONTROL AND TREE PROTECTION 0N MEASURES SHALL BE d INSTALLED PRIOR TO ANY OTHER HER CONSTRUCTION ACTIVITY TY AND , i „ MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED..�VF 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY CONCRETE DRIVE aTHE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES TO BE MODIFIED R1 AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING (SEE SHEET C3.0) ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF rn,R FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR 1 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. w m„ 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED AT ONE TIME AND THE DURATION OF EXPOSURE. ""y.1 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL ."3 MEASURES TO PREVENT OFF SITE DAMAGE. "1 I) 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. MIF41ALT 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. 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 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 MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAG BUILDING DEPARTMENT No. Date ReviviOn THi$ MAWM NOT SD FOR S3 80 NOTED AWVE amET 7TiLE EXISTING CONDITIONZ`V DEMOLITIONL PLAN Z. J� 0.625716 IL AVIS, Ffi ' No.''fH E E T DATE, V F r '\b del'/ .\ a�` ' ` T V SETBACK LANDSCAPE BUFFER a 20' 10' SIDE 5' 5' REAR 20' 10' i 3 '3 Sy�°ff FEMA FLOOD ZONE: X LOADING ZONE N MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED ci- COUNT N: 2178444.45 N: 2178418.47 DUMPSTER ENCLOSURE BLOCK WALL WITH STUCCO TO MATCH COLO OF ADJACENTtBUILDIN(LGRd Pl MINI UM OF 6' (SEE ARCH PLANS) II ne WAII rR-0 1 P440 2 STORY as s1JI ; FrE-0.02 FUELING TANKS (SEE PETROLEUM PLANS FOR DETAILS AND LAYOUT) N: 2178400.14 PK NA& AND WRY EMAWNDia-F, IN €1INCRM DRIVEWAY TUR®IVANT AVENUE P 160' ROW) - R25' E / 24" WHITE STOP BAR; -- - (TYP.-BOTH SIDES) 4' BEHIND ROW 28885.3° 1! <. ASPHALT USE: AUTOMOBILE SERVICE/ RESTAURANT ZONING: CG LANDUSE: COMMERCIAL PHASES: 1 BUILDINGS• 2 R25' E/P 24" WHITE STOP BAR; 4 BEHIND ROW STOP Al PARKING REQUIRED PROVIDED (TYP.-BOTH SIDES) AUTOMOBILE SERVICE STATION 16 (1/400 SF) 26 36°x36" RESTAURANT 76 SEATS 19 (1 /4 SEATS) 19 ��w� w .,. "KK " TOTAL SPACES 35 **45 BICYCLE PARKING 5 5 L -----1----------L---- J , d I ­,­ -11-4 V­__­-i��x,-­-­ - ail .. ,.. s ..,.r ,k i....,...,.G' .,,w,.,. ,Y E:3 P.. .,..... .........„„,✓,d ,y t.»,,,. .. .. ,.. d"5{ss ® •.,«, / mi .....,.. ,,,. s'd{..... .....,.-«,:,f<,.$ ... :,...u.,... ,,,. ,.,,,.s%ft" ,,«<.. _,,;l,r➢ £,,,w»..°wn �uwt�. . ,F, .. v� , ON -STREET PARKING TABLE i � � .. Oil ° �4' FENCE , (PRO tS�t� EXISTING N: 2178440.05 7 711 .. .,._ .o. £ 24 :,r �a 33 � I " dP .g `I � .. .t 1 :� . � ..�# , � • v, .,� -< +' � . ��3� ,� err � Ag _ 1 STORY STUCCO AND WOOD FRAME POTENTIAL SIGN , , �'� pr, ® H • 4� M® a• z d s �• • 44W .c., � � a �� FFE 8.40 I LOCATION N:• 217$286:3$ I: a �, .. .n• { e .o. G+•' �+ �.. , r ,ate i Y a • nr -a , '�', a ( �"Y &.;ri - + s E: 528860-90 E HEIGHT= 10 <. AREA= 120 SF t ° ..� .. o ` Rasp u I' >.. .+b$' .� &. , ':3 , S- '"_ <�:5 s I� I N: 2178277.45 528893.48 �_ - - �'�` _ - -- -z - - - - -- - - - - - - -- , 863.5 - -- - - - - - - --r- - ��- �iP ��', L---- =-=` E: 528 af' tt J (E: Y , , „ .. -178267.341 �y RI 5' In ...., , _ ... , ,..., ... .... .. q . 528873.09 ._04 dais < a. _.. � .. .. , . ST , D7�E .« �, _, ANA w r s , ., .»,. 10, . 529 53 6 N36", y. ,.. ,. COVERED CONC x x, » .. v ,. 52 915.64 � s dz � PROPERTY CO 4-1 N 2178259.93 C7 N: 2178244.57528864.42 - E:, 528864 42 E: 528846.47 $__ 3FS4? r@ 51 #�I: 2, I I I CR- `•' x •• a S J tde F till � � ssd �>��'� ar�1° R1 ql ,.; �,.. , , �, , •„ � a�Ps,:. „s°s, <�� .� fli 2 7 2 7. 2 �,d�g _,m< .._<.,�<w_,�<��,>«..w,,<. ....��v ._._,., .� .2 1 7824 „°r ;. h'L,a 3 .,..,.,,£:..:.........uwu «a .uuw ...,. ,.,,waw.ws,,... • �>.e.'^ '. ,nm.vn �ay+r 1 �° d2.10 �, r i 529246 532 W - �. O q 1 . .. a • a E:'529 9.85 < e .. '. u, � ;� a � , '• �' SRI§s" �. �. z l•7 26 s .� , x< e e .' < . e < ,,. x ? .«., « _..,,..,«.« M„�«.<«•_, « µ ,..««<„me YY�X. °f."4i.,.'� ,✓.<,s ue.,.�,,, µz,✓ C";<7k' 8850 5«., � _„,_ .a., .�<...._.w,,.«>..,.�...w, ,.,...<.«.,.,..°.°«:.<.<°,..<.. .w.«.. ��. ..$;�.r�" v.,w da �• ,Y :,.� ^•«�,,,. ,µµ,•.<,<�«.,..«�<.«<,,..�>,,,.<.>.w ,.,.�...,,_,,.,,.�.,,«. �., «. .�„..�„<,,,.,w,,.,< �w�«...,,:,.«.«.«w,,,. ,,,,«„««�,,_,,,,,��....,_.,,<-.�..,,,,,,,,«,,a-,«,.,;.<.�:�„�, ,.�.,«„<:.,<>,<„<«.w,.°.. ,< <,.�<„ ., „„-.,.�,.w, ....«_ `<.<,"""",.~n",.""`�„ .<,�° O u N; 2178233.16 k1l J, CR- ; O t ,C.,�?. N: 2178230.29 7 85 �'0 E: 529127.34 5 9153.79 °t .« raR E: 528848.70 R13.5' E/P x 1&1 a, 24" WHITE STOP BAR; ;T TIE TO EXISTING DRIVEWAY (TYP.) bi 4' BEHIND ROW 24" WHITE STOP BAR; s, AT NTIC BOULEVARD � ry 4' BEHIND ROW X10& ROW) MV S-312 Ljj 3 Y1a w.wu ,w. ° CRASS7. ISLAND� � « w M ~« �w I> PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE CDQ OWNER/DEVELOPER: GATE PETROLEUM COMPANY - - .. ... . - eRll o ASPHALT z .5 ENGINEER/ LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 i JACKSONVILLE, FL 32224 i *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN REFLECTS THE MINIMUM PARKING REQUIRED BY CODE AND IS SUBJECT TO A DECISION IN CASE NO. 16 -2014 -CA -7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE NUMBER OF PARKING SPACES TO WHICH ATLANTIC BEACH DINER IS ENTITLED UNDER ITS LEASE, AND IS SUBJECT TO MODIFICATION AS REQUIRED BY THAT DECISION. **INCLUDES 10 EXTRA SPACES PER SEC. 24-161(a). NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING AND PARKING. vI- WINXIMIj ® SETBACK LANDSCAPE BUFFER FRONT 20' 10' SIDE 5' 5' REAR 20' 10' R25' E/P 24" WHITE STOP BAR; 4 BEHIND ROW STOP Al PARKING REQUIRED PROVIDED (TYP.-BOTH SIDES) AUTOMOBILE SERVICE STATION 16 (1/400 SF) 26 36°x36" RESTAURANT 76 SEATS 19 (1 /4 SEATS) 19 ��w� w .,. "KK " TOTAL SPACES 35 **45 BICYCLE PARKING 5 5 L -----1----------L---- J , d I ­,­ -11-4 V­__­-i��x,-­-­ - ail .. ,.. s ..,.r ,k i....,...,.G' .,,w,.,. ,Y E:3 P.. .,..... .........„„,✓,d ,y t.»,,,. .. .. ,.. d"5{ss ® •.,«, / mi .....,.. ,,,. s'd{..... .....,.-«,:,f<,.$ ... :,...u.,... ,,,. ,.,,,.s%ft" ,,«<.. _,,;l,r➢ £,,,w»..°wn �uwt�. . ,F, .. v� , ON -STREET PARKING TABLE i � � .. Oil ° �4' FENCE , (PRO tS�t� EXISTING N: 2178440.05 7 711 .. .,._ .o. £ 24 :,r �a 33 � I " dP .g `I � .. .t 1 :� . � ..�# , � • v, .,� -< +' � . ��3� ,� err � Ag _ 1 STORY STUCCO AND WOOD FRAME POTENTIAL SIGN , , �'� pr, ® H • 4� M® a• z d s �• • 44W .c., � � a �� FFE 8.40 I LOCATION N:• 217$286:3$ I: a �, .. .n• { e .o. G+•' �+ �.. , r ,ate i Y a • nr -a , '�', a ( �"Y &.;ri - + s E: 528860-90 E HEIGHT= 10 <. AREA= 120 SF t ° ..� .. o ` Rasp u I' >.. .+b$' .� &. , ':3 , S- '"_ <�:5 s I� I N: 2178277.45 528893.48 �_ - - �'�` _ - -- -z - - - - -- - - - - - - -- , 863.5 - -- - - - - - - --r- - ��- �iP ��', L---- =-=` E: 528 af' tt J (E: Y , , „ .. -178267.341 �y RI 5' In ...., , _ ... , ,..., ... .... .. q . 528873.09 ._04 dais < a. _.. � .. .. , . ST , D7�E .« �, _, ANA w r s , ., .»,. 10, . 529 53 6 N36", y. ,.. ,. COVERED CONC x x, » .. v ,. 52 915.64 � s dz � PROPERTY CO 4-1 N 2178259.93 C7 N: 2178244.57528864.42 - E:, 528864 42 E: 528846.47 $__ 3FS4? r@ 51 #�I: 2, I I I CR- `•' x •• a S J tde F till � � ssd �>��'� ar�1° R1 ql ,.; �,.. , , �, , •„ � a�Ps,:. „s°s, <�� .� fli 2 7 2 7. 2 �,d�g _,m< .._<.,�<w_,�<��,>«..w,,<. ....��v ._._,., .� .2 1 7824 „°r ;. h'L,a 3 .,..,.,,£:..:.........uwu «a .uuw ...,. ,.,,waw.ws,,... • �>.e.'^ '. ,nm.vn �ay+r 1 �° d2.10 �, r i 529246 532 W - �. O q 1 . .. a • a E:'529 9.85 < e .. '. u, � ;� a � , '• �' SRI§s" �. �. z l•7 26 s .� , x< e e .' < . e < ,,. x ? .«., « _..,,..,«.« M„�«.<«•_, « µ ,..««<„me YY�X. °f."4i.,.'� ,✓.<,s ue.,.�,,, µz,✓ C";<7k' 8850 5«., � _„,_ .a., .�<...._.w,,.«>..,.�...w, ,.,...<.«.,.,..°.°«:.<.<°,..<.. .w.«.. ��. ..$;�.r�" v.,w da �• ,Y :,.� ^•«�,,,. ,µµ,•.<,<�«.,..«�<.«<,,..�>,,,.<.>.w ,.,.�...,,_,,.,,.�.,,«. �., «. .�„..�„<,,,.,w,,.,< �w�«...,,:,.«.«.«w,,,. ,,,,«„««�,,_,,,,,��....,_.,,<-.�..,,,,,,,,«,,a-,«,.,;.<.�:�„�, ,.�.,«„<:.,<>,<„<«.w,.°.. ,< <,.�<„ ., „„-.,.�,.w, ....«_ `<.<,"""",.~n",.""`�„ .<,�° O u N; 2178233.16 k1l J, CR- ; O t ,C.,�?. N: 2178230.29 7 85 �'0 E: 529127.34 5 9153.79 °t .« raR E: 528848.70 R13.5' E/P x 1&1 a, 24" WHITE STOP BAR; ;T TIE TO EXISTING DRIVEWAY (TYP.) bi 4' BEHIND ROW 24" WHITE STOP BAR; s, AT NTIC BOULEVARD � ry 4' BEHIND ROW X10& ROW) MV S-312 Ljj 3 Y1a w.wu ,w. ° CRASS7. ISLAND� � « w M ~« �w I> PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE CDQ OWNER/DEVELOPER: GATE PETROLEUM COMPANY - - .. ... . - eRll o ASPHALT z .5 ENGINEER/ LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 i JACKSONVILLE, FL 32224 i *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN REFLECTS THE MINIMUM PARKING REQUIRED BY CODE AND IS SUBJECT TO A DECISION IN CASE NO. 16 -2014 -CA -7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE NUMBER OF PARKING SPACES TO WHICH ATLANTIC BEACH DINER IS ENTITLED UNDER ITS LEASE, AND IS SUBJECT TO MODIFICATION AS REQUIRED BY THAT DECISION. **INCLUDES 10 EXTRA SPACES PER SEC. 24-161(a). NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING AND PARKING. vI- WINXIMIj ® o ASPHALT/GATE PARKING CONCRETE/ GATE PARKING HEIGHT: 35'-0" MAX. R� CONCRETE i 3 '3 Sy�°ff FEMA FLOOD ZONE: X LOADING ZONE N MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED ON -STREET PARKING COUNT PRE -CONSTRUCTION SURFACE AREA WETLAND IMPACTS: NONE LOT DATA: ITEM TOTAL TOTAL (% SITE AREA 79,939 S.F. 1.84 Ac. 100% BUILDING (RETAIL SALES/ #� AUTOMOBILE SERVICE STATION) 6,400 S.F. 0.15 Ac. 8.2% BUILDING (RESTAURANT) 3,650 S.F. 0.08 Ac. 4.5% PERVIOUS AREA 19,500 S.F. 0.45 Ac. 24.5% * PARKING: R25' E/P 24" WHITE STOP BAR; 4 BEHIND ROW STOP Al PARKING REQUIRED PROVIDED (TYP.-BOTH SIDES) AUTOMOBILE SERVICE STATION 16 (1/400 SF) 26 36°x36" RESTAURANT 76 SEATS 19 (1 /4 SEATS) 19 ��w� w .,. "KK " TOTAL SPACES 35 **45 BICYCLE PARKING 5 5 L -----1----------L---- J , d I ­,­ -11-4 V­__­-i��x,-­-­ - ail .. ,.. s ..,.r ,k i....,...,.G' .,,w,.,. ,Y E:3 P.. .,..... .........„„,✓,d ,y t.»,,,. .. .. ,.. d"5{ss ® •.,«, / mi .....,.. ,,,. s'd{..... .....,.-«,:,f<,.$ ... :,...u.,... ,,,. ,.,,,.s%ft" ,,«<.. _,,;l,r➢ £,,,w»..°wn �uwt�. . ,F, .. v� , ON -STREET PARKING TABLE i � � .. Oil ° �4' FENCE , (PRO tS�t� EXISTING N: 2178440.05 7 711 .. .,._ .o. £ 24 :,r �a 33 � I " dP .g `I � .. .t 1 :� . � ..�# , � • v, .,� -< +' � . ��3� ,� err � Ag _ 1 STORY STUCCO AND WOOD FRAME POTENTIAL SIGN , , �'� pr, ® H • 4� M® a• z d s �• • 44W .c., � � a �� FFE 8.40 I LOCATION N:• 217$286:3$ I: a �, .. .n• { e .o. G+•' �+ �.. , r ,ate i Y a • nr -a , '�', a ( �"Y &.;ri - + s E: 528860-90 E HEIGHT= 10 <. AREA= 120 SF t ° ..� .. o ` Rasp u I' >.. .+b$' .� &. , ':3 , S- '"_ <�:5 s I� I N: 2178277.45 528893.48 �_ - - �'�` _ - -- -z - - - - -- - - - - - - -- , 863.5 - -- - - - - - - --r- - ��- �iP ��', L---- =-=` E: 528 af' tt J (E: Y , , „ .. -178267.341 �y RI 5' In ...., , _ ... , ,..., ... .... .. q . 528873.09 ._04 dais < a. _.. � .. .. , . ST , D7�E .« �, _, ANA w r s , ., .»,. 10, . 529 53 6 N36", y. ,.. ,. COVERED CONC x x, » .. v ,. 52 915.64 � s dz � PROPERTY CO 4-1 N 2178259.93 C7 N: 2178244.57528864.42 - E:, 528864 42 E: 528846.47 $__ 3FS4? r@ 51 #�I: 2, I I I CR- `•' x •• a S J tde F till � � ssd �>��'� ar�1° R1 ql ,.; �,.. , , �, , •„ � a�Ps,:. „s°s, <�� .� fli 2 7 2 7. 2 �,d�g _,m< .._<.,�<w_,�<��,>«..w,,<. ....��v ._._,., .� .2 1 7824 „°r ;. h'L,a 3 .,..,.,,£:..:.........uwu «a .uuw ...,. ,.,,waw.ws,,... • �>.e.'^ '. ,nm.vn �ay+r 1 �° d2.10 �, r i 529246 532 W - �. O q 1 . .. a • a E:'529 9.85 < e .. '. u, � ;� a � , '• �' SRI§s" �. �. z l•7 26 s .� , x< e e .' < . e < ,,. x ? .«., « _..,,..,«.« M„�«.<«•_, « µ ,..««<„me YY�X. °f."4i.,.'� ,✓.<,s ue.,.�,,, µz,✓ C";<7k' 8850 5«., � _„,_ .a., .�<...._.w,,.«>..,.�...w, ,.,...<.«.,.,..°.°«:.<.<°,..<.. .w.«.. ��. ..$;�.r�" v.,w da �• ,Y :,.� ^•«�,,,. ,µµ,•.<,<�«.,..«�<.«<,,..�>,,,.<.>.w ,.,.�...,,_,,.,,.�.,,«. �., «. .�„..�„<,,,.,w,,.,< �w�«...,,:,.«.«.«w,,,. ,,,,«„««�,,_,,,,,��....,_.,,<-.�..,,,,,,,,«,,a-,«,.,;.<.�:�„�, ,.�.,«„<:.,<>,<„<«.w,.°.. ,< <,.�<„ ., „„-.,.�,.w, ....«_ `<.<,"""",.~n",.""`�„ .<,�° O u N; 2178233.16 k1l J, CR- ; O t ,C.,�?. N: 2178230.29 7 85 �'0 E: 529127.34 5 9153.79 °t .« raR E: 528848.70 R13.5' E/P x 1&1 a, 24" WHITE STOP BAR; ;T TIE TO EXISTING DRIVEWAY (TYP.) bi 4' BEHIND ROW 24" WHITE STOP BAR; s, AT NTIC BOULEVARD � ry 4' BEHIND ROW X10& ROW) MV S-312 Ljj 3 Y1a w.wu ,w. ° CRASS7. ISLAND� � « w M ~« �w I> PROJECT NAME: GATE PETROLEUM ® ATLANTIC BEACH AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE CDQ OWNER/DEVELOPER: GATE PETROLEUM COMPANY - - .. ... . - eRll o ASPHALT z .5 ENGINEER/ LANDSCAPE: PROSSER, INC. 13901 SUTTON PARK DRIVE SOUTH SUITE 200 i JACKSONVILLE, FL 32224 i *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN REFLECTS THE MINIMUM PARKING REQUIRED BY CODE AND IS SUBJECT TO A DECISION IN CASE NO. 16 -2014 -CA -7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE NUMBER OF PARKING SPACES TO WHICH ATLANTIC BEACH DINER IS ENTITLED UNDER ITS LEASE, AND IS SUBJECT TO MODIFICATION AS REQUIRED BY THAT DECISION. **INCLUDES 10 EXTRA SPACES PER SEC. 24-161(a). NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING AND PARKING. vI- WINXIMIj ® PROPERTY BOUNDARY ASPHALT/GATE PARKING CONCRETE/ GATE PARKING ASPHALT DINER PARKING R� CONCRETE i 3 '3 Sy�°ff DETECTABLE WARNING LOADING ZONE N CURB & GUTTER �3 ON -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 12031 CO409H, 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. NO. Date Revkk 1 SITE LAYOUT PLAN C. Q .575 X • �, :, ST r E 0 Ln 0 A-1 0 0 (D) C5 n O 0 -.4- ry c) U C) Z ca 0 d- -/"� z'4 Mo'CARUE PARKING AREA b.m I AIR) 9 TfORY COQUINA RS -9.62 ��'ejj,jQqETE Pt -,141 -A 1A 0 o n'r , . p-X'QI INV -2.57 Im, UG -Ill It 0 1-, PA U.tll-&ol (NA"A6 Ne`jl. 44D U -My aEVATv)A Or IN Tit CORE INTO EXISTING EPTURIXIVAJAP ' AVENIAR DROP INLET 0 INV.=3.05 AvWHALT STURDIVANT NL MEG TYPE 'C' INLET CORE INTO EXISTING ±6.31 TOP=6.96 DROP INLET AT INV,=3.81 el. 17 A (W ROW),,,;'�lyr L pir WATER DA=0.28 AC INV NEW -114) 1114v E-OX10 w, ®R, 3,111 MEG MEG (E) INV.=1.17 MEG MEG SIN W-1.35 0, 5 1 INV %-1,41 ±6.32 INV 85-3,04, 1 MEG INV E-234, C (W) INV 117 'Is ) ±6.54 ±6.47 50 644 ty MANHOLE AA 1,14RE1110H ONLY "--,,A9-KAM TO NOT 9E IN210 -16.4013=7.20 MAHpal FOUNO TO THE SOWN 189 LF 15" 21 LF 2 w.41 P ;C' INLET 6A + RCP 0 NeAs INV.=4.00 RCP 0 1 .0% OP= .8sa CUR, 6�,aq 5 202 LF 15" INWtt-4.0 c8s, t .73+ e4 6,isl .48 AC RCP 0 0.5% t o'd 7,0 Ao . ......... =2.17 a r.12 ,,,((E gA ba um- �, T IT S89'24'2 IN P.7 -10-8.30, s8 I+ X' —x _x _x 0+5 Z -W 7.29 49 8.42 - CLEANOUT +7M OUTFALL I LEGEND - — — — — — — - EASEMENT Z —0-0-ME13— ±8.52 _3L 3"MEG u cal4c MMA C04111c VE I CONC DRJVF O�XlZ-U , mv— 7 :1 qM, � lAll", AT—a>A 4, I- pf ..... . ..... K 9, 9 ld I 7� MEG ±8.02 A.' HALT xt Q ATLr avl" WAS'S E-111140 ASPHAD, NTIC BOULEVARD OW ROW) 1MV "'A�­332 , rop: x 41 WV1 N.j.ih TYco CURS QRAI,1:3 it"ILAIA) a_O A,'lf'fA,hFTlC fl0TJUETlff?D (10V R/V� k Ll al Z I oll 0101, 3 161": COR INTO EXISTING MANHOLE @ INV.=3.00 NV -2.14 E { r, 1 tPJtkVl t3? (g I \ � STy DIVANT AVENUE MANHOLE `50 U , ROW) :r TOP=7.5 ;+ t ! ar R 1 s r_' \ Pti- <7 E'1%) 1 (N) INV -3 RQ I`,Vd ', 7.73 ! F, Nv i LEGEND - — — — — — — - EASEMENT .` - - — - - RIGHT-OF-WAY NOTES: 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED 48 HOURS IN ADVANCE THROUGH JEA INSPECTOR. 3. NOTICE TO METER APPLICANT: A COPY OF THE RECORDED METER EASEMENT SHALL BE PROVIDED TO THE JEA CUSTOMER SERVICE TAPS AND METERS COUNTER AT TIME OF METER APPLICATION AT 515 N. LAURA ST., JEA CUSTOMER SERVICE. 4. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. RATED. 5. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF LOCATIONS DIFFER FROM PLANS. 1 STORY STUCCO AND WOOD FRAME FFE=8.40 Y U i ` , WIND I dy \_ � ,� ,, COVERED CONC i 0", — — — — xna � ) _ /✓7 �ti �. .. .. l , -- ---_...._.............. ._................... _ _..._ EASEMENT M M M SEE LANDSCAPE PLANS FOR CONTINUATION M M M-- ;\ M ,!r _..__. .. _ ....... _., Y 2" RPZ BFP 2" RPZ BFP 2" POTABLE WATER METERa 2" GATE VALVE �- REDUCER _.................. _...._ .... _ 2" IRRIGATION METER -2" CORP STOP AND 2" POLY — 2" 90' BEND CONNECT TO EXISTING WATER MAIN No. Date Revision THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE J. No3i DATE 0�576 = .0 TE OF S H E E T E Ln O I LO 0 N (Ni -1 U O rn 3 -o w w 0 z Q U) w O z d 0 0 / F - z w CK 0 a U S U Q LU M U F - z Q J I - a @J ILL] I- �C I 0 I 0 O d - NOTE: BEDDING EXCAVATION SHALL ACCOMODATE BELL SUCH THAT FULL LENGTH OF PIPE IS SUPPORTED. CAREFULLY CAREFULLY Bc+18"MAX. COMPACTED B�c+18"MAX. COMPACTED Bc+� 12 "MIN. BACKFILL I Bc+12"MIN I BACKFILL SHEETING I Bc I I SHEETING BC I 1/4 Bc 4" MIN. 0.5 COMPACTED GRANULAR Bc SHAPED BOTTOM SUITABLE MATERIAL UNDISTURBED SOIL HALF SECTION HALF SECTION HALF SECTION HALF SECTION SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH TYPE II TYPE I COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL CLASS "B" BEDmum"ING 8" THICKENED EDGE AGAINST ASPHALT 2' �— NISHED GRADE JOINT SEALER* • ta" 12" PAVEMENT d d d * APPLY JOINT SEALER 60 DAYS e" AFTER ASPHALT HAS BEEN PLACED TYP - "D" HEADER CURB 7" CONC. CURB — 5" 5" JOINT SEALER II 1/2" 1/2"R 1* R 1" R 12" T 1/2"R ( � i/2'R 6 3/8" 7" 7 5/a 7" 18• � � 18• CITY STANDARD MEDIAN CURB (LOW SIDE) (HIGH SIDE) NOTES: 1. FOR CURB AND CURB do 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 SM. BE LOCATED A MAXIMUM OF EVERY 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES 2• CONCRETE FOR CURBS AND CURB & GUTTER SHALL USA=E A MBI. 3,000 PSI WITH SYTNERC FIBERS MMOL40 A RESIDUAL FLEXURAL STRENGTH OF 152 PSI WHEN TESTED USING STM C1018-97, SUCH AS STRUX 90/40 APPLIED AT A RATE OF 4.5 LB/CYD OR APPROVED EOII/ELENT. 3. GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. DETAILCURB" & GUTTER` 1.5" ASPHALTIC CONCRETE TYPE SP -9.5 4,000 PSI CONCRETE -- -- - ---ABUTT ASPHALTICI (2 LIFTS OF 0.75") i a N COMPACT SUG—GRADE TO MIN. 95% MAX DRY DENSITY (AASHTO T-180 12" STABILIZED SUBGRADE MIN. L.B.R. 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO A DENSITY OF AT LEAST 100% OF THE MODIFIED PROCTOR MAXIMUM DRY DESITY (AASHTO T-180) FOR NONCOHESIVE SOILS. UUNCOR"ETE APRON" PIV'"EMENT SECTION TACTILE WARNING SURFACE PER CH. 11 FLORIDA BLDG. CODE (TYP.) EXPOSED AGGREGATE -RIVER ROCK MIX) FULL WIDTH AND DEPTH OF RAMP) RAMP CURB ti CUT & REMOVE EXISTING CURB 'STANDARD OR MEDIAN & GUTTER TO CONSTRUCT TRANSITION CURB do GUTTER GRASS WIDTH 0 VARIE 41 ' MIN. V 6-112:1 MA C SLOPE 2X MAX SLOPE 24' o DETECTABLE WARPING SURFACE PER CH. 11 FLORIDA BUILDING CODE (TRUNCATED DOMES - SEE DETAIL) (MIN. 38' DEPTH IN DIRECTION OF TRAVEL -FULL WIDTH) 5' TRANSITION CURB GUTTER PLAN TOP OF CURB �+-5' TRANSITION TOP OF PAVEMENT OR GUTTER PROFILE 6" COMPACTED CRUSHCRtTE OR LIMEROCK / BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T-1180 12" CONSTRUCTED SUB—BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY — AASHTO T-180. ASPHALT PAVEMENT 9' TYP. R3 -5L DO NOT ENTER R5-1 R3 -5R R1-1 PROPOSED SIGNAGE - SINGLE POLE 4" WIDE PAINTED WHITE UNE OR CURBING `— r MADE PAINTED WHITE UNE NOTE:. ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED LINES USING WHITE TRAFFIC MARKING % PAINT 2" ASPHALTIC CONCRETE TYPE SP -12.5 --� J COMPACTEDOR LIMEROCK 00100% MAX. DENSITY, AASHTOT-180 CONSTRUCTED MIN. LBR • , MAX. PLASTIC INDEX OF • TO AASHTO98% MAX. DENSITY — :0 ROW ASPHALT PAVEMENT TYPIC L I 7' MOUNTING HEIGHT HC SIGN NO. FTP26---__.._ FINISHED OWE MAX' 2X CROSS SLOPE FINISHED GRADE ALLI ACCESSIBLE TO MATCH TOP 6' WIDTH UNLESS OTHERWISE NOTED TO MATCH TOP PARKING SPACES PARKING BY OF SIDEWALK OF SIDEWALK DISABLED Ari/ a a a a THIS SIGN TYPICAL AT PERMIT ONLY + a a a ALL VAN ACCESSIBLE a a a PARKING SPACES VAN 12" X 6" CCESSIBLE NOTES: PENALTY SIGN WITH WORDING AS REQ D 12" X 9" 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP 5- BY STATE OR LOCAL LAW 3250 FINE I. CONTROL JOINTS TO BE AT SPACING EQUAL TO WIDTH OF SIDEWALK. 2"X 2" STEEL TUBE 3. SIDEWALK WIDTH TO BE 6' WHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP I I 6' ANCHORED 24" IN II SOLID CONCRETE >w o MAX2% CROSS SLOPE I I a 4 a .4 a II I) I SLOPE T. a a ° 6, TOP OF PAVEMENT GROUND PAVING II CONCRETE 8" a � SURFACE' ; d COMPACTED LIMEROCK BASE - CONCRETE SHALL MAX. SLUMP 5" BE 3000 PSI t I • IT c� 3" 5" STABILIZED SUBGRADE NOTE: WHERE SIDEWALK ABUTS BUILDING SEPARATE NITH A 1/2" PREMOLDED MASTIC STRIP CONTINUOUS I L TISIUNi Or"TPO" 26 'WONMEN 1" Crown Cold Mix C3 Q Q p Q D D D D D Limerock Base Q Q D Q �� D D D D 6 Limerock Min. \ 98% Comp. AASHTO T-180 Temporary Type I Repair 1" Crown Cold Mix T - Q 'I Q p 4 J T"Q D p D Limerock Base C� Q a Q .• D D D DD \� \/ 98% Comp. AASHTO T-180 Temporary Type II Repair p y yP P Ditch Width(W) +4' Min. Surface Replacement Consistent W/Exist. 1/8" To 1/4" Smooth Saw Cut f—, 1 1/4"Min. / INVAIMANIIIIII Surface Limerock Base Q Q Q d D D D D D D N T — Limerock Replacement Base LBR 75, 100% Max. Density1.5' Ditch AASHTO T-180 D� ch (W) Compacted Backfill 98% Max. Density AASHTO T-180 12" Min 12' Min. Varies Permanent Repair Note: In Some Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. 6" WHITE PAINTED UNE DIAGONALS ® 60• EQUALLY SPACED s' i aoo.2 - 2V. 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. on/ C6.1 No. 62576 ; Jr.;I�iA BAVW P.IEF _W,627� .l� �,r 6HEET CONCRETE PAD 1/4" ALUMINUM SKIMMER WITH 1, GALVANIZED ANC' BOLTS. 18" O.C. 2' 11 3 25 YR/ 24 HR STORM EL. 6.93 5 YR 24 HR STORM EL. 6.77 MEAN ANNUAL WATER EL 6.56 v7NORMAL WATER EL. 4.20 NOT TO SCALE 0 N 0 uo'k b"' E C T 10% N E: USE MODIFIED TYPE 'E' OUTLET FOR :ONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONIC, DESIGN STRENGTH 4,000 P.S.I. E AL CD I AL 0AfL W I �'- I 0 O I i) o I w o I I, --D o I co 7 0 I rn PLAN �n 1 /4" ALUMINUM OIL 0 SKIMMER WITH 1/2" CN GALVANIZED ANCHOR TOB EL. 7.95 BOLTS. 18" O.C. N 1 MODIFIED TYPE "E" STRUCTU Pr�\ TYPE "E" GRATE OIL SKIMMER/GRATE EL 6.93 2, 01 25 YR/24 HR RETAINING WALL I" (BY OTHERS) V .I w o m p 36" WEIR EL 6.30 I .� �._, TRASH L.' BARS I. 6" O.C. I zz NORMAL WATER EL. 4.20 I I BOTTOM SKIMMER EL. 3.2 o '"• I CONCRETE PAD .- i I ° ° I s" PVC I 1.5 ORIFICE I 12" RCP TO OUTFALL z I DRILLED IN CENTER Lu I PVC THREADED CAP I � I I U o I I I I d 4a T .' •I SUMP EL (FILLED W/ ' Q °'e w' •_,_ .' µ-' CONCRETE FROM INV. RCP w 4 TO BOTTOM OF STRUCTURE) I I U #4 0 12" O.C. B. .II z MINIMUM BEARING CAPACITY 2000 PSF Q #4 0 6" O.C. B. . @ SECTION w MODIFIED Y" CONTROL ot"TRUCTURE I NOT TO SCALE FD0 0 �t r It uUTFALL STNUUTURE 2'r r 6" PVC 1.5" ORIFICE DRILLED IN CENTER PVC THREADED CAP —� CONCRETE PAD 1/4" ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. — I 1/4" ALUMINUM Oil SKIMMER WITH 1/2" GALVANIZED ANCHOR BOLTS. 18" O.C. —\ 25 YR/24 HR TOB EL. 7.95 " RETAINING WALL (BY OTHERS) 3 -0 MODIFIED TYPE "E" STRUCTU TYPE "E" GRAT 6" 4► -1 a 3•-1 a SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. s" EYE BOLTS (SEE PLATE 6" 2' 0"-- 6" D-210) 2 1 4" 3 1/2" A 3 1/ " 2 1/4" I-- �— ALL EXPOSED CORNERS \ 2" AND EDGES TO BE APPROX. 240 LBS. CHAMFERED 3/4" N 2"x2"x1/4" ANGLE IRON GRATE ❑ ❑ SEAT (SEE PLATE D-209) #4 ® 12 O.C. B.W. 630 JuuuuE _ h VARIES T MAX. DEPTH 15' N I N GROUT, OR "RAM-NEK" JOINTS WHEN REQUIRED N I 00 a � 04 El 1/2"/F 2 1/8## 7/8 " 1 5/g't 1 7/g" #4 0 12" O.C. B.W. 35 7/8" 2 7/8" :'• PIPE MUST NOT BE IN CONSTRUCTION JOINT ist BEARING PAD .... -.. '.'.. WITH INSIDE W FLUSH 1 1/2 7/8" .RCP � x MINIMUM BEARING CAPACITY 2000 PSF#4 0 6" O.C. B.W. GRATE STORM lilt] 0 I. — TRASH BARS I. NOTE: 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. TOB EL. 7.95 6" RETAINING WALL (BY OTHERS) 6" O.C. I NORMAL WATER EL 4.20 I "F -I I BOTTOM SKIMMER EL. 3.2 I CONCRETE PAD I ° ° I s" PVC I FICE 15" RCP I DRILLED IIN CENTER I TO OUTFALL I PVC THREADED CAP I I I I I EL 4.05 I I •d .44X . I SUMP EL. (FILLED W/ fa.--, AM CONCRETE FROM INV. RCP _11-4 _ TO BOTTOM OF STRUCTURE) #4 0 12" O.C. B. I I I nl I III I I MINIMUM BEARING CAPACITY 2000 PSF #4 0 6" O.C. B. SECTION MODIFIED TY CONTROL STRUCTURE NOT TO SCALE Pit COVER PLAN PRECASTIN ACCORDANCE WITH LATEST EDITIONS OF ASTM C 478 PIPE MUST NOT BE IN CONST. JOINT MIN. BEARING CAP 2000 P.S.F. t'Dni IT ?ICK 2— #8 © 6" O.C. Q Q U U w w U) V) \, Q I CD I U I D I W I �'- I 0 • I Wit- / O I i) o I w o I I, --D o I co 7 0 I rn 0 I 0 MANHOLE COVER AND FRAME PER CITY OF JAX. STD. ICK GROUT, "RAMNEK" OR "0" RING JOINTS WHERE REQ'D. IPES SHALL BE FLUSH LITH INSIDE WALL. S H E E T RESTORATIO w J 1. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE M d U w J AVAILABLE FROM THE CITY J n crl d ESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION J SURVEY AND LOCATE DATA: 3. TRAFFIC SIGNS AND PAVE O 0- E/FDOT STANDARD SPECIFICATIONS. z d ACCORDANCE WITH JACKS ❑ ❑ 1. ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN IN FEET. SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG ❑ ❑ 2. ELEVATIONS ARE BASED ON N.G.V.D. 1929. 5. GRASS SOD SHALL BE FURNISHED ❑ ❑ 3. LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID SPECS. BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND ❑ ❑ 4. EXISTING WATER AND SEWER LINES ARE SHOWN AS PER FIELD LOCATES AND SUBDIVISION AS -BUILT PLANS. 7. UNLESS OTHERWISE NOTED, ❑ ❑ 5. UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND PENETRATING RADAR (GPR) AND A DIGITAL LOCATOR. 8. CONTRACTOR MUST MAINT CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES HAVE BEEN LOCATED, AND SURVEY HAS BEEN COMPLETED HAVE OCCURRED. ONLY ON ONE SIDE OF THE ROAD. ACTS: ❑ ❑ 6. ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS B. AT&T- ADAMDUGAN - NOR HDISTRICT----------------------------904-781-0741 ETC. OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER MAINS. STRICT -----------------------------904-303-8754 ❑ ❑ 7. INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED. E. CITY OF JACKSONVILLE - TRAFFIC ❑ ❑ 8. THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE LOCATION ----------------------------904-360-5200 G. JEA - WATER COLLECTION & OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD. H. JEA - SEWER COLLECTION & ❑ ❑ 9. BENCHMARK DATA: ------------------------------904-665-6000 J. JEA- PROJECTOUTREACH PERMIT REQUIREMENTS (NOT ALL INCLUSIVE K. JEA - POWER OUTAGES - ❑ ❑ 1. CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS. ----------------------------904-665-4802 ❑ ❑ 2. CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS N. JEA -WATER&SEWER LOCATES ❑ ❑ 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS WATER - CHARLES HOUSTON- - - - -'- - - - - - - - - - - - - - - -904-491-7334 P. ST. JOHNS COUNTY - RIGHT-OF-WAY MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED. QST. JOHNS COUNTY- TRAFFIC ❑ ❑ 4. THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES AND C.O.J. ARE TO BE NOTIFIED IN ADVANCE OF LINE -----------------------------904-380-6274 S. TECO/PEOPLES GAS -BENM CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS. T. SUNSHINE ONE CALL -- ❑ ❑ 5. ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS, JEA WATER AND SEWER STANDARDS, DETAILS AND MATERIALS MANUAL, REV. 01/15. AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND LOCAL REGULATIONS. ❑ 11 6. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY SOLVENT NOTED. ❑ ❑ 7, THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS. ❑ ❑ 8. TREE PROTECTION SHALL BE IN ACCORDANCE WITH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED. USE SMALLER EQUIPMENT IF NECESSARY. ❑ ❑ 9. THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER POLLUTION PREVENTION PLAN. ❑ ❑ 10. CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION. E EXISTING UTILITY PROTECTION: 0 LOO 1. IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURRING IN THE DUVAL COUNTY RIGHT-OF-WAY AND EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES I CAUSED BY HIS WORK THROUGH FIELD VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE o CASE OF DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING N EQUIPMENT. N 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT. 41 EXISTING UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH O METHODS MAY INCLUDE BUT SHALL NOT BE LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S o, INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER UTILITY COMPANIES. ro 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER Ln •- STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE.. ALL DAMAGE RESULTING N FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE o CONTRACTOR'S EXPENSE. U) a� 0 z c m c.� I d w 0 .o a� 0 d w / F -- z w CK U Q a U / U d w co U E -- z d J d w I- d CD I O I O O - d- d- - r- RESTORATIO NOTES. 1. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER LOCATIONS ARE AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING DIVISION. 2. THE CONTRACTOR SHALL F ESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR DISTURBED BY THE CONSTRUCTION OPERATION. 3. TRAFFIC SIGNS AND PAVE ENT MARKINGS SHALL BE RESTORED TO THEIR PRE -CONSTRUCTION CONDITION IN ACCORDANCE WITH CITY OF JACKSONVIL E/FDOT STANDARD SPECIFICATIONS. 4. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH JACKS DNVILLE STANDARD SPECIFICATIONS, SIDEWALKS REMOVED AND REPLACED IN CURB AND GUTTER AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG THE RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET. 5. GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION OPERATION. 6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND SPECIFICATIONS LATEST EDITION. 7. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT REPLACEMENT DETAIL. 8. CONTRACTOR MUST MAINT IN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION HAVE OCCURRED. UTILITY CONI ACTS: A. AT&T - GENERAL NUMBER- 7------------�-------------------904-519-2529 B. AT&T- ADAMDUGAN - NOR HDISTRICT----------------------------904-781-0741 C. AT&T- BILL LAKE - SOUTH D STRICT -----------------------------904-303-8754 D. CITY OF JACKSONVILLE - PU 3LIC WORKS DEPT.- - - - - - - - - - - - - - - - - - - - - - - -904-255-8762 E. CITY OF JACKSONVILLE - TRAFFIC OPERATIONS- - - ---------------------904-387-8861 F. FLORIDA DEPT. OFTRANSPORTATION ----------------------------904-360-5200 G. JEA - WATER COLLECTION & DISTRIBUTION - DAVID ASHLEY- - - - - - - - - - - - - - - - - - - -904-665-8484 H. JEA - SEWER COLLECTION & DISTRIBUTION - JOSH PARKER - - - - - - - - - - - - - - - - - - -904-665-6052 I. JEA- GENERALINFORMATIO ------------------------------904-665-6000 J. JEA- PROJECTOUTREACH ------------------------------904-665-7500 K. JEA - POWER OUTAGES - ------------------------------904-665-6000 L. JEA- SEWERPROBLEMS- ----------------------------904-665-4802 M. JEA - WATER PROBLEMS --- --- --------------------------904-665-4801 N. JEA -WATER&SEWER LOCATES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 904-665-8410 O. NASSAU COUNTY - PUBLIC WORKS - CHARLES HOUSTON- - - - -'- - - - - - - - - - - - - - - -904-491-7334 P. ST. JOHNS COUNTY - RIGHT-OF-WAY PERMITTING - RICK MAULDIN- -- - - - - - - - - - - - - - - - -904-209-0134 QST. JOHNS COUNTY- TRAFFIC SIGNALS HANK MEIN ----------------------904-209-0173 R. COMCAST- EMERGENCYHO LINE -----------------------------904-380-6274 S. TECO/PEOPLES GAS -BENM BLEY----------------------------904-545-8958 T. SUNSHINE ONE CALL -- ---------------------------------811 w J m d w U _j J o0 a a v Q J z INSTALLATION NOTES: ❑ ❑ 1. CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2, UNLESS OTHERWISE NOTED ON THE PLANS. ❑ ❑ 2. CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R.O.W. LINE. ❑ ❑ 3. CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN IS LESS THAN 5 FEET DEEP, THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE. ❑ ❑ 4. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS FOLLOWS: NORTHSIDE-EAST of US -1 MIKE CORBITT @ 665-7991 (mobile 662-0635) NORTHSIDE-WEST of US -1 ANDY YEAGER @ 665-7998 (mobile 662-0622) NORTHSIDE-BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557) SOUTHSIDE-SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile 860-1687) SOUTHSIDE-NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616) SOUTHSIDE-BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616) A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE REQUIRED WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED. ❑ ❑ 5. ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. ❑ ❑ 6. THE DESIGN FOR THE PROJECT IS BASED UPON THE "OPEN -CUT" METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR METHODS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD. ❑ ❑ 7. THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE LEFT TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO EXISTING ACTIVE SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY. ❑ ❑ 8. CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION AS NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON RECORD DRAWINGS (AS-BUILTS). ❑ ❑ 9. WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P.M.E.A. CERTIFICATION, AND PRIOR TO THE EXISTING MAINS BEING ABANDONED. ❑ ❑ 10. IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE, THEY SHALL BE CLOSED AND THE VALVE BOX AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT FILLED AND THE COVER REMOVED. ❑ ❑ 11. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR. ❑ ❑ 12. CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER JEA STANDARDS. ❑ ❑ 13. WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND RELOCATE WATER METERS AS NECESSARY. ❑ 14. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC 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 PROPER ADJUSTMENTS CAN ,BE ANTICIPATED AND ORDERED. ❑ 15. SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET. U) z O U) w x x C5z z z x x LoLo z X z X cr w a Xo LD U) X o o LL (D N N Of w w � 2 Lu 0- x X W xxX W x x U) X u) M Lj m o w z z y ui c> ui W Q x 4 ❑ 0 01 U 0 x z i- F-" W W W = 2E U) > U � Q Q ® LCL 0 O� w O z (D J Q I Z U) p! W F' O Q z W z rW� V O N o CD w o m w C) w z o I- 0 w a z Lu C7 cn z LLl 0 ►w- a w Q U a_ 0 U) cq O w O z Z (D � N I- OD z (q N w U O = Z O DATE : JULY 2015 pROJECT No.: 114001.01 DESA By: J B D DRAWN By: DPT SCALE: AS NOTED JEA- GENERAL `R .6�7 ■ TAI J. PION '."�i r'1�c1 , �'� ~~, 8 W E E 7 PROPOSED UTILITY POTABLE WATER WASTEWATER RECLAIMED WATER VACUUM SEWERS JOINT JOINT JOINT JOINT CONFLICTING UTILITY HORIZ. VERT.SPACING* HORIZ. VERT. SPACING HORIZ. VERT. SPACING* HORIZ. VERT. SPACING* POTABLE WATER 3 NOTE 1 6" 3 NOTE 2 ' 0' 6to 1 12 NOTE 5 6. NOTE 2 3' 6" NOTE 2 3' to 10' 12" NOTE 2 LEAVE DRAIN 6' 3' 3' 3' HOLES OPEN w w J) UC 6' 3' (NOTE #1) 3' RECLAIMED WATER 3' 6" NOTE 2 NOTE 1 NOTE 1 NOTE 2 3' 6 NOTE 2 NOTE 1 6" NOTE 2 WASTEWATER 6' 3' 3' 3' 6 3' 3' 6 3' (GRAVITY AND FORCE MAIN) 6' to 10' 12" NOTE 2 NOTE 1 NOTE 1 6 NOTE 1 '.r NOTE 2 NOTE 1 NOTE 2 VACUUM SEWERS3' 3' to 10' 12" NOTE 2 3' NOTE 1 3' NOTE 1 6 NOTE 1 6 NOTE 2 NOTE 1 6 3' NOTE 2 3 3 3 3 RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A PERMANENT STRUCTURES NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A (SIGNS, TREES, POLES, ETC.) STORM 3' 12" 3 3 6" 3 3 6" 3 3 6" 3 SEWERS NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 ALL OTHER 3'3' 12 3' 6 3' 3' 6' 3' 3' 6 3' UTILITIES NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM SEPARATION SHALL BE 12 INCHES. SEPARATION REQUIREMENTS FOR WATER, WASTEWATER AND RECLAIMED WATER MAINS JANUARY 2015 PLATE W-10 WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, D INKING WATER; TREATED, OR FINISHED DR AW PARTIALLY T , INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER R , FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM 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 MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, PRIOR TO CONSTRUCTION. NOTES ON UTILITY SEPARATION REQUIREMENTS JANUARY 2015 PLATE W-11 MJ TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3/4" RODS (24" LONG MIN) 30" MIN. O 6" PIPE O co (V 3/4' RODS ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) 6" M.J. GATE VALVE (RESTRAINTS REQ.) 2-8 POSITIONED NEAREST TEE FITTING MECHANICAL RESTRAINT REQUIRED (TYP) WATER MAIN PLAN PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) 3 -WAY FIRE HYDRANT PUMPER NOZZLE TO FACE CL OF PAVEMENT (SEE NOTES #3 & #4) WATER�VALVE BOX (COVE PAINTED YELLOW) LOCATq[ WIRE IF REQUIRED (SEEN TE #1) BREAKABLE FLANGE z LOCATED (1 "MIN.) ABOVE �5 FINISHED FINISHED GRADE w r GRADE BARE WIRE DEAD-END (NOTE #1) PROVIDE FILTER FABRIC (MARAFI 700X, 140-S OR EQUAL) TO TOP AND ALL 4 SIDES. 10' M/ WATER MAIN FOR LOCATE WIRE --\ REQUIREMENTS (SEE NOTE #1) 2'-8" 3/4" ROD ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) co O cV .l 30" MIN co bo z 00 � f 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) , THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 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. 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 SHALL BE PAINTED RED. 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 INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 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. FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE JANUARY 2015 PLATE W-13 HYDRANT SUMP (PROVIDE GRAVEL AND FABRIC AS SHOWN) PLAN — PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) —3 WAY FIRE HYDRANT PUMPER NOZZLE TO FACE CLOF PAVEMENT (NOTES #3 & #4) — BREAKABLE FLANGE LOCATED (1" MIN) ABOVE FINISHED GRADE /-- FINISHED GRADE STANDARD MECH. JOINT D.I. TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQ'D PROVIDE SPOOL PIECE IF REQUIRED (24" LONG MIN.) 6" M.J. GATE VALVE (POSITION NEAREST TEE FITTING) MECHANICAL JOINT RESTRAINTS (TYP) 6"-90° D.I. BEND (MJ) 4'x4' SQUARE x 6" THICK CONCRETE SLAB IMMEDIATELY BELOW BREAKABLE FLANGE (SEE NOTE 2) (3000 psi CONCRETE WITH #4 REBAR AT 12" O.C. EACH WAY). i s - w BARE WIRE LOCATE WIRE IF REQUIRED LEAVE DRAIN F- z0 DEAD END HOLES OPEN w w J) UC (NOTE #1) WATER VALVE BOX &COVER (COVER PAINTED YELLOW) :DU ': Z) o O N i O O trm 13 N '.r HYDRANT SUMP 2'-8" 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) , THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 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. 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 SHALL BE PAINTED RED. 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 INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 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. FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE JANUARY 2015 PLATE W-13 HYDRANT SUMP (PROVIDE GRAVEL AND FABRIC AS SHOWN) PLAN — PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) —3 WAY FIRE HYDRANT PUMPER NOZZLE TO FACE CLOF PAVEMENT (NOTES #3 & #4) — BREAKABLE FLANGE LOCATED (1" MIN) ABOVE FINISHED GRADE /-- FINISHED GRADE STANDARD MECH. JOINT D.I. TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQ'D PROVIDE SPOOL PIECE IF REQUIRED (24" LONG MIN.) 6" M.J. GATE VALVE (POSITION NEAREST TEE FITTING) MECHANICAL JOINT RESTRAINTS (TYP) 6"-90° D.I. BEND (MJ) 4'x4' SQUARE x 6" THICK CONCRETE SLAB IMMEDIATELY BELOW BREAKABLE FLANGE (SEE NOTE 2) (3000 psi CONCRETE WITH #4 REBAR AT 12" O.C. EACH WAY). :';. ,4;,:;:;'•., LEAVE DRAIN HOLES OPEN :. PROVIDE FILTER FABRIC (MARAFI 2'-8" 700X, 140-S OR EQUAL) TO TOP AND ALL 4 SIDES HYDRANT SUMP SECTION NOTES: 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK. ALL HYDRANTS SHALL BE LOCATED NO LESS THAN THREE (3) FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS THAN THREE (3) FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW OF ANY HYDRANT UNLESS OTHERWISE APPROVED BY THE JEA. THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 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. 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 SHALL BE PAINTED RED. 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 INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE 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 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. FIRE HYDRANT INSTALLATION LIMITED SPACE JANUARY 2015 PLATE W-14 oum X171111 0 z z 0 Lu Lu t - w N z cL] w LX z ¢_ 0 ❑ U) 0 0 w .L a LL E E C E 0 U J o w N W O Or d Z CO z d O � Z 6j O Iw- Q CL0U) W 06 3: Low zz � DATE; JULY 2015 pRojECT No.: 114001.01 DEBy: J B D DRAVM By: DPT SCALE: AS NOTED ORD 0.6 yS -pjV : C ',J Dj�A�1 t° �„v s - w BARE WIRE LOCATE WIRE IF REQUIRED (SEE NOTE #1) w z DEAD END o w (NOTE #1) WATER VALVE BOX &COVER (COVER PAINTED YELLOW) :DU ': m LU o O N i O :';. ,4;,:;:;'•., LEAVE DRAIN HOLES OPEN :. PROVIDE FILTER FABRIC (MARAFI 2'-8" 700X, 140-S OR EQUAL) TO TOP AND ALL 4 SIDES HYDRANT SUMP SECTION NOTES: 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK. ALL HYDRANTS SHALL BE LOCATED NO LESS THAN THREE (3) FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS THAN THREE (3) FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW OF ANY HYDRANT UNLESS OTHERWISE APPROVED BY THE JEA. THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 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. 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 SHALL BE PAINTED RED. 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 INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE 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 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. FIRE HYDRANT INSTALLATION LIMITED SPACE JANUARY 2015 PLATE W-14 oum X171111 0 z z 0 Lu Lu t - w N z cL] w LX z ¢_ 0 ❑ U) 0 0 w .L a LL E E C E 0 U J o w N W O Or d Z CO z d O � Z 6j O Iw- Q CL0U) W 06 3: Low zz � DATE; JULY 2015 pRojECT No.: 114001.01 DEBy: J B D DRAVM By: DPT SCALE: AS NOTED ORD 0.6 yS -pjV : C ',J Dj�A�1 t° �„v 0 0 I 0 (N N +, U 0 rn L0 0 N c a �I 41 a) 0 -0 (D E 'o U Q) w I c 41 0 I 0 0 �I a w I N m a 41D a w I - Z w 0✓ a U U a w m 0 F- Z a a a I 0 I 0 0 �r- IN 2" BUSHING (TO BE REMOVED) 2" X 2" TEE (TD BE REMOVED) 1/2" (MIN) SMOOTH NOSE BIBB 90° BEND (TO BE SMOOTH HOSE BIBB (TO BE REMOVED) REMOVED) (TO BE REMOVED) 2" PIPE (TO BE �IWATER SHALL FLOW f STRAIGHT DOWN z illll (NOT ANGLE) � III FINISHED GRADE M o ,-FINISHED GRADE WATER MAIN (SIZE & TYPE VARIES) ) d 2" 9 DEGREE ELBOW (TO E 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 SHALL BE PLACED ON SERVICES 10FT 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 OINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS 2 7 1/2' JEA ELECTRICAL 4" D.I.P. MAIN (MIN) WHERE (NON -TRAFFIC AREAS). 2 2 EASEMENT METER W/ MULTIPLE TAPS ARE 2. ALL PIPE & FITTING SHALL BE GALVANIZED MATERIAL OR PVC (S-40). CURB STOP CONSTRUCTED R/W 15' MAX 20 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/"Y" 1" MIP PACK 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICES AS OUTLINED BY THE JEA'S ENVIRONMENTAL RESPONSE FITTING (FORD Y 44-264, JOINT COUPLING COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. MUELLER H-15343 OR APPROVED EQUAL) MULTI -SERVICE "Y" 2"I TEMPORARY SAMPLE TAP FOR STUB OUT POLY TUBING (2" FIP INLET AND 3 OR 4 1" FIP OUTLET) LONG -SIDE WATER SERVICE 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) ..2,.POLY TUBING . . \_'ROADWAY .. . . SADDLE•W/CORP • - - . . .' . . 2"SADDLE W/CORP STOP . . . . . ..STOP'(TYP). .. . .. .......... .. . 2' MAX (SEE NOTE #4) 4" G.V.(MIN) lz ::i - c - WATER MAIN SHORT -SIDE WATER SERVICE POLY TUBING (1" MIN.) METER BOX LOCATION 2' (NEAR UG ELECTRICAL WATER METER BOX (TYP) BOX, NOTE #1) 2 7 1/2' JEA ELECTRICAL EASEMENT -- -- -- -- -- -- - R/W 10'x10' JEA ELECTRICAL Y _EASEMENT W/UG ELECTRIC - BOX OR DRAINAGE - - - -R/W: RIGHT OF WAY LINE TEASEMENT (NOTE #3) P/L P/L: PROPERTY LINE DOUBLE 1" WATER SERVICE (SEE NOTE #6) NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT AREA. 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM, FOR DOUBLE V SERVICES, THE 1 YZ' POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTIOgTO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN D.I.P CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6. DOUBLE V WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). 8. No 2".AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. WATER SERVICE INSTALLATIONS 2" AND SMALLER METER JANUARY 2015 PLATE W-1 WATER SERVICE MARKER REQUIRED FOR NEW DEVELOPMENT AREAS (SEE NOTE #4) SET AT FINAL GRADE (NOTE #7) CO -POLYMER METER BOX & COVER (NOTE #1) METER COUPLING (NOTE #4) 12" CURB STOP (MAX) LOCATE WIRE PIG TAIL END (12" LONG) JEA METER (NOTE #4) CORPORATI )N STOP REQUIRED ON �y ALL SERVICES REGARDLESS OF SIZE. (CONNECTED DIRECTLY INTO SADDLE) ..-i DISTRIBUTION MAIN `- CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW PREVENTER (IF APPLICABLE) SET METER ON UNDISTURBED OR COMPACTED SOIL NOTES: 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER MAIN (NEW ATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS TF E METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS APPROVED OTHER ISE BY JEA. 4. INSTALL PVC PLUG I q ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND PAINTED BLUE (PAI TED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN JSE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER), THE REMOVAL OR T �ANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 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. 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 PLACED ON TOP OF OX). 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. WATER SERVICEDETAIL- 2" AND SMALLER METER JANUARY 2015 PLATE W-2 PIPE (Y2' SIZE MIN.) (TO BE REMOVED) ROUTE TO )ADWAY SHOULDER IF :QUIRED (SEE NOTES) SHING IF REQ. (TO BE REMOVED) FHREADED PLUG (TO BE INSTALLED AFTER CTERIOLOGICAL CLEARANCE IS RECEIVED) DEGREE BEND (TO BE REMOVED) -ORPORATION STOP CONNECTED tECTLY INTO SADDLE (TO REMAIN) NATER SERVICE SADDLE REMAIN) (NOTE THAT OUTLET, 3:00 OR 9:00 POSITION) ITER 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 TA JANUARY 2015 PLATE W-25 2" CURB STOP - FIP (SEE NOTE #2) JEA STANDARD WATER METER BOX FOR 1" METER W/ - HEAVY DUTY IRON LID. LOCATE WIRE PIG TAIL END (12" LONG) FINISHED GRADE LOCATE WIRE -� (SEE NOTE #4) 2" POLY -2" CORPORATION STOP TaL 11 2" 90° BRASS COMPRESSION FITTING ELBOWS (TYP.) TAPPED PLUG (IF NECESSARY) UNIT PRICE PAY QUANTITY WATER MAIN 5" CRUSHED ROCK )R GRAVEL BELOW BOX 1® 2" POLY WITH BRASS FITTING CLOSE NIPPLE 2" BRASS, 90° ELBOW & PLUG R 0 z z 0 a w F w z � w � z ❑ 0 o i E E cn `� A E E 0 V J NOTES: CN 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. 00 p .. . Z w 2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. 04 0 N `- CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW PREVENTER (IF APPLICABLE) SET METER ON UNDISTURBED OR COMPACTED SOIL NOTES: 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER MAIN (NEW ATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS TF E METER (1" MINIMUM) AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF UNLESS APPROVED OTHER ISE BY JEA. 4. INSTALL PVC PLUG I q ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND PAINTED BLUE (PAI TED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN JSE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER), THE REMOVAL OR T �ANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 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. 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 PLACED ON TOP OF OX). 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. WATER SERVICEDETAIL- 2" AND SMALLER METER JANUARY 2015 PLATE W-2 PIPE (Y2' SIZE MIN.) (TO BE REMOVED) ROUTE TO )ADWAY SHOULDER IF :QUIRED (SEE NOTES) SHING IF REQ. (TO BE REMOVED) FHREADED PLUG (TO BE INSTALLED AFTER CTERIOLOGICAL CLEARANCE IS RECEIVED) DEGREE BEND (TO BE REMOVED) -ORPORATION STOP CONNECTED tECTLY INTO SADDLE (TO REMAIN) NATER SERVICE SADDLE REMAIN) (NOTE THAT OUTLET, 3:00 OR 9:00 POSITION) ITER 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 TA JANUARY 2015 PLATE W-25 2" CURB STOP - FIP (SEE NOTE #2) JEA STANDARD WATER METER BOX FOR 1" METER W/ - HEAVY DUTY IRON LID. LOCATE WIRE PIG TAIL END (12" LONG) FINISHED GRADE LOCATE WIRE -� (SEE NOTE #4) 2" POLY -2" CORPORATION STOP TaL 11 2" 90° BRASS COMPRESSION FITTING ELBOWS (TYP.) TAPPED PLUG (IF NECESSARY) UNIT PRICE PAY QUANTITY WATER MAIN 5" CRUSHED ROCK )R GRAVEL BELOW BOX 1® 2" POLY WITH BRASS FITTING CLOSE NIPPLE 2" BRASS, 90° ELBOW & PLUG R 0 z z 0 a w F w z � w � z ❑ 0 o i E E cn `� A E E 0 V J NOTES: 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. p .. . O N w 2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. 0 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. a Z Z U) a a 4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH. q -' z 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. � w Q 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. 0- 0 c FLUSHING VALVE BELOW GRADE W z oQ JANUARY 2015 PLATE W-28 �� w N 0 cn z 8 H E E T E n 0 Lo 0 N N 41 U 0 0) 3 -a L9 0 N C: a �I 'a +. a� 01 _a a� 0 U cu 1 C: a �I a� a I Q w I N U) 4.1 0 Q w I - z w ry U �C U U Q W CD U 1= z �2 J Q w Q c� I 0 I 0 0 d- _ r / a C C 14z L FULL LENGTH OF PIPE CENTERED AT CROSSING, SEE NOTE #1 LOCATE WIRE, SEE NOTE #3 MECHANICAL JOINT 11 Y4', 22%° OR 45° tL BENDS (SIZE VARIES) I VARIES (SEE -1- NOTES #1 & #2) RESTRAINED JOINT (TYP.) EXISTING CONFLICT PIPE SIZE AS REQUIRED PROPOSED WATER MAIN SIZE & TYPE VARIES THE LENGTH OF THE PIPE TO BE RESTRAINED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH RESTRAINT JOINT SCHEDULE, (SEE DETAIL W -31A OR W-31 B) F'i4br-1weltlopM O[e NOTES: 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL (W-10 AND W-11). 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44. 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. 5. IF UTILITY CONFLICT IS LOCATED IN A NON -TRAFFIC AREA (NO TRAFFIC LOADS) AND THE NEW PIPE IS D.I.P., THEN THE MINIMUM COVER MAY BE REDUCED TO 24 INCHES (ONLY IN THE AREA OF THE CONFLICT). ADJUSTMENT OVER EXISTING UTILITIES MECHANICAL RESTRAI NTS JANUARY 2015 PLATE W-32 SEE NOTE #4) MAXIMUM 80% OF j MANUFACTURER'S RECOMMENDATION FOR JOINT _ DEFLECTION (SEE NOTE #5) PROPOSED FORCE MAIN SIZE & TYPE VARIES AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. CASE "B°" CROSSING NOTES: 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 DETAIL (S-26 & S-27). 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. 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 MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24" SIZE AND LARGER SHALL BE MINIMUM OF 36" (PAVED AND UNPAVED) AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS 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. MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) PIPE SIZE (IN.) (X) MAX. OFFSET (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 20 564 FT 14-24 5 1.2° 960 FT 30-48 3.25 0.8° 1477 FT 42-48 6.7 1.6° 716 FT PIPE SIZE (IN.) (X) MAX. OFFSET (IN.) (Y) ANGLE AT ONE BELL RESULTING RADIUS OF CURVE WITH 20FT. LENGTHS CONFLICT PIPE IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE SHALL BE 30 CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. 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 1.91 600 FT 36 7 1.7° 687 FT 42-48 6.7 1.6° 716 FT 4 ADJUSTMENT UNDER EXISTING UTILITIES PIPE JOINT DEFLECTION JANUARY 2015 PLATE W-40 U H DEPTH VARIES O FULL LENGTH OF PIPE LOCATE WIRE w CENTERED AT CROSSING EXISTING UTILITY PIPE z (SEE NOTE) (SEE NOTE #3) � �-- SEPARATION VARIES (SEE NOTES #1 & #2) PROPOSED WATER MAIN SIZE & TYPE VARIES MECHANICAL JOINT 11 Y°, 22%° OR 45° (SIZE VARIES) 9' MIN 9' MIN -"1 RESTRAINED JOINT (TYP) CtPIPE SIZE AS REQUIRED THE LENGTH OF THE PIPE TO BE RESTRAINED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH TABLE FOR MECHANICAL RESTRAINT LENGTHS, (SEE DETAIL W-31 A&B) CASE "B" CROSSING NOTES: 1. THE SO LS BETWEEN THE NEW MAIN AND THE.CONFLICT PIPE SHALL BE COMPACTED TO 98019 OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (W-10 AND W-11) 3. LOCAT114G WIRE REQUIRED: SEE DETAIL W-44. 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREA, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. ADJUSTMENT UNDER EXISTING UTILITIES MECHANICAL RESTRAINTS JANUARY 2015 PLATE W-34 MIN/MAX COVER (SEE NOTE #4) \�/\�/\�/ FULL LENGTH OF PIPE CENTERED AT CROSSING (SEE NOTE #1) PROPOSED FORCE MAIN SIZE & TYPE VAR ES MAXIMUM 80% OF MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION (SEE NATE #5) 11 MAXIMUM ANGLE Y IX Z" SEPARATION VARIES (SEE NOTES #1&2) EXISTING CONFLICT PIPE 9' MIN 9' MIN MINIMUIV HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. CASE "A" CROSSING MAXIMUM TRENCH WIDTH (SEE NOTE #1) N PIPE DIAMETER TYPICAL TR GENERAL BACKFILL MATERIAL (SEE NOTE #5) BACKFILL COMPACTED TO 98% (SEE NOTES #3 & #4) PIPE TO BE INSTALLED ON UNDISTURBED SOIL OR SUITABLE SOIL COMPACTED TO 98% MAX. DENSITY (NOTE #2) NOTES: 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM PAYLINE WIDTHS. 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OF THE PIPE. 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 SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. 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 AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557. 5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. OPEN CUT TRENCH FOR PRESSURE PIPE JANUARY 2015 IN CITY RIGHT OF WAY PLATE W-42 APPLY GROUT TO FILL ANNULAR SPACE PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE COMPACTED EARTH TYP LOCATE WIRE ( ) PAD 4" THICK (SEE SPEC) SET ON (SEE NOTE #3) COMPACTED EARTH, (SEE NOTE# 6) VALVE BOX ADJUSTMENT (SEE NOTE# 5) / i FINISHED GRADE VALVE BOX & COVER (TYP) PROVIDE BLUE PAINT TO THE INSIDE OF THE TOP SECTION OF THE BOX (NOTE #5) 6" PVC RISER PIPE --, (LENGTH AS REQUIRED) PROVIDE "V" CUT IN TOP OF 6" RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX PLASTIC DEBRIS SHIELD REQUIRED - ON ALL VALVES 12" AND SMALLER (SEE NOTE # 9) RESTRAINED MECHANICAL ; JOINT (TYP) UNDISTURBED EARTH f NOTES: (X) MAX. OFFSET (IN.) 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED. A FULL LENGTH OF PIPE SHALL BE 30 CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL (S-26 & S-27). 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. 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 10 MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24" SIZE AND LARGER SHALL BE MINIMUM OF 10 36" (PAVED ND UNPAVED) AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA. THE SOILS BETWEEN THE NEW MAIN AND 480 FT THE CONFLI T PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED 2° PROCTOR T ST ASTM D 1557. 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS 30-48 NOT ALLOWED. UNLESS OTHERWISE APPROVED BY JEA, THE MAXIMUM ARE LISTED IN TABLE BELOW. ONLY MANUAL FORCE CAN BE 1477 FT UTILIZED TO OBTAIN THESE JOINT DEFLECTION. ALL OFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. 1.6° 716 FT MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION MIN PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) PIPE SIZE (IN.) (X) MAX. OFFSET (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 42-48 6.7 1.6° 716 FT 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 1.91 600 FT 36 7 1.7° 687 FT 42-48 6.7 1.6° 716 FT ADJUSTMENT OVER EXISTING UTILITIES PIPE P JOINT . • JANU RY 2015 PLATE W-41 vy UJ N ELECTRONIC LOCATE BALL MARKER LOCATED WITHIN 12" FROM m RISER PIPE (NOTE #10) �--- GATE VALVE W/ 2" OPERATING NUT (NOTE #4) �- PIPE W/ LOCATING WIRE 12" (MIN) LAYER OF #57 STONE (REQUIRED FOR VALVES 20" AND LARGER, (NOTE #7) NOTES: 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). 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. 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 BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE 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 Y3 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). WATER VALVE INSTALLATION DETAIL REVISED: JANUARY 04 2015 PLATE W-18 0 z z 0 m w ~ z `° 0 w 0� z a 0 0 U) 0 0 o U-1 i� m m a Z Z y ui U ui 0 0 o v o E E to :�, +j sd E 0 U m o w N I L_ Ly Q z U) Z Q Q O z W a M U) 0 z Z(29 X Lr) u C5 r z 0 DATE : JULY 2015 pRojECT No.: 114001.01 DESo,jED By: J B D DRAWN BY: DPT SCALE : AS NOTED r� 8 H E E T II��I MIN 0 z z 0 m w ~ z `° 0 w 0� z a 0 0 U) 0 0 o U-1 i� m m a Z Z y ui U ui 0 0 o v o E E to :�, +j sd E 0 U m o w N I L_ Ly Q z U) Z Q Q O z W a M U) 0 z Z(29 X Lr) u C5 r z 0 DATE : JULY 2015 pRojECT No.: 114001.01 DESo,jED By: J B D DRAWN BY: DPT SCALE : AS NOTED r� 8 H E E T PLAIN END P.V.C. PVC PIPE RESTRAINT NOTES: 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS. 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE. 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE) SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE. TEE BOLT BELL Jt. P.V.C. RESTRAINED BELL JOINT TYPICAL PROFILE LENGTH (L) TO BE RESTRAINED (SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS) NOMINAL PIPE SIZE _ (IN.) HORIZONTAL BENDS VERTICAL OFFSETS 45° BENDS (SEE NOTE 4) VALVES OR DEAD ENDS 90° BENDS L (FT.) 45° BENDS L (FT.) 22.5° BENDS L (FT.) 11.25° BENDS L (FT.) UPPER LOWE L (FT.) L (FT.) L (FT) 4 20 8 4 2 20 3 50 6 28 10 5 2 28 4 20 8 36 14 6 3 36 5 90 10 40 18 8 4 45 6 110 12 50 20 9 4 52 8 120 14 56 23 10 5 60 9 140 16 60 26 11 6 67 10 160 18 69 29 12 6 74 12 180 20 75 32 13 7 80 13 195 24 76 33 15 7 81 14 200 30 88 36 18 9 97 16 235 36 100 40 20 10 110 20 270 42 115 48 23 11 125 24 300 48 125 52 1 25 1 12 140 30 340 PVC PIPERESTRAINT JOINT SCHEDULE JANUARY 2015 PLATE: W-31 A 'O C AMPi RING �<O 4O BELL RING O BELL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS SE L ?: REDUCER F_ L V TEE BOLT PLAIN END P.V.0 M.J. D.I. FITTINGS w w u - RESTRAINED MECHANICAL JOINT TYPICAL PROFILE MECHANICAL JOINT TO PLAIN END Q W/MECHANICAL RESTRAINERS w U) U) MECHANICAL JOINT SLEEVES NO. OF TIE RODS REQUIRED TIE RODS RUN 3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD) 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD) 14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD) 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD) * 30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD) 42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) G 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) F.O. DEAD - END THRUST COLLAR ANCHOR 8 TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE ANGLE OF 45° AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37. i l m C ri T LJ 1'[/-01 V 1 L m 1 IC RM L.. GENERAL NOTE: 1. PAY ITEM—" " " DENOTES A RESTRAINT WHICH IS PAID FOR ON APER EACH BASIS. 2. PAY ITEM—- "� " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. 3. INDICATES DIRECTION OF THRUST FORCE. MECHANICAL RESTRAINT DETAILS - I JANUARY 2015 'ta PLATE W-31 C O z W 0 Lu z4—t �w I— ~ 07 O wz �w Lu zU) REDUCERS SIZE (IN.) L (FT.) 6x4 35 8x6 35 8x4 65 10x8 35 10x6 65 12x10 35 12x8 65 16x12 65 16x10 95 20x18 35 20x16 65 20xl2 120 24x20 65 24x18 95 2416 120 30x24 80 30x20 150 36x30 80 36x24 150 42x36 80 42x30 150 48x42 80 48x36 150 TEES SEE NOTE 5 RUN BRANCH W LLw 00 SIZE SIZE yTOT (IN.) (IN.) L (FT.) 4 4 F.O. 4 6 10 LOUVER BEND 4 < LESS F.O. 8 8 30 ANGLE OF 45° 6 < LESS F.O. 10 10 48 8 8 14 6 6 < LESS F.O. 12 12 65 35 10 35 4 8 < LESS F.O. 16 16 100 16 12 40 31 10 < LESS F.O. 20 20 130 9 16 80 7 12 < LESS F.O. 24 24 130 5 20 90 95 16 40 24 12 < LESS I F.O. 30 30 140 20 24 80 13 20 50 10 16 < LESS F.O. 36 36 180 6 30 120 111 24 50 30 20 < LESS F.O. 42 42 220 36 36 160 18 30 80 17 24 40 93 20 < LESS F.O. 48 48 250 176 42 180 43 36 90 82 30 40 24 < LESS F.O. F.O. = FITTING ONLY UPPER BEND ANGLE OF 45° DIRECTION CHANGE RU \1 �- ANGLE OF DIRECTION CHANGE HORIZONTAL BEND DUCTILE IRON PIPE RESTRAINT NOTES: 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. 2. ASSUMPTIONS: DUCTILE IRON PIPE (WITHOUT POLY WRAP), SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. FOR D.I.P. W/POLY WRAP, USE RESTRAINT JOINT SCHEDULE FOR PVC PIPE. 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS. 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE. 6. HDPE TO D.I.P. TRANSITIONS: THE D.I.P. PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). �( l^® HORIZONTAL BENDS I– VALVES OR DEAD ENDS W LLw 00 Fac O yTOT UPPER l< L (FT.) L (FT.) w 4 18 6 4 LOUVER BEND Q 2 30 6 22 ANGLE OF 45° �ul 2 17 DIRECTION CHANGE 40 8 30 VERTICAL OFFSET PROFILE 6 3 22 BRANCH LENGTH (L) TO BE RESTRAINED (SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS) NOMINAL PIPE SIZE (IN.) HORIZONTAL BENDS VERTICAL OFFSETS 45° BENDS (SEE NOTE 4)° VALVES OR DEAD ENDS 90, BENDS L (FT.) 45° BENDS L (FT.) 22.5° BENDS L (FT.) 11.25 BENDS L (FT.) UPPER LOWER L (FT.) L (FT.) L (FT.) 4 18 6 4 2 12 2 30 6 22 10 5 2 17 3 40 8 30 13 6 3 22 4 50 10 35 14 7 4 26 5 64 12 42 16 8 4 31 6 75 14 46 20 9 5 35 7 85 16 53 22 11 5 40 8 95 18 57 24 12 6 44 9 105 20 62 26 13 6 48 10 110 24 64 27 14 6 50 11 111 30 73 30 15 7 57 13 137 36 85 34 18 8 66 17 159 42 93 38 20 9 75 20 176 48 102 43 22 10 82 22 198 DUCTILE IRON PIPE RFSTRAINT__JOINT SCHEDULE JANUARY 2015 L L f - w III I U- C) T E E co RUN NOTES: VALVE 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN.). 2. PAY ITEM "*" DENO 'ESA RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. 3. PAY ITEM-- DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. MECHANICAL REST AINT DETAILS - 11 JANUARY 2015 PLATE W-31 D PLATE W-31 B REDUCERS SIZE (IN.) L (FT.) 6x4 20 8x6 20 8x4 40 10x8 20 10x6 40 12x10 20 12x8 40 16x12 40 16x10 57 20x18 20 20x16 40 20xl2 73 24x20 40 24x18 50 24x16 60 30x24 50 30x20 76 36x30 50 36x24 88 42x36 40 42x30 88 48x42 40 48x36 88 TEE SEE NOTE 5 RUN BRANCH SIZE SIZE (IN.) (IN.) L (FT.) 4 4 F.O. 4 6 6 4 < LESS F.O. 8 8 18 6 < LESS F.O. 10 10 27 8 8 6 < LESS F.O. 12 12 38 10 20 8 < LESS IF.O. 16 16 60 12 20 10 < LESS F.O. 20 20 78 16 40 12 < LESS F.O. 24 24 76 20 53 16 20 12 < LESS F.O. 30 30 99 24 60 20 37 16 < LESS F.O. 36 36 118 30 88 24 52 20 37 16 < LESS F.O. 42 42 138 36 110 30 78 24 37 20 < LESS F.O. 48 48 154 42 132 36 99 30 59 24 < LESS F.O. F.O. = FITTING ONLY CDN J EA AVAIL. E E C E E O V c CD Lu N w O Q Z z Q Q O -' Z Iii o � a � D � 0 z Z /nV I T_uwZO cn T� Z 0 NO. Date Revidw .......... Y®zBs,esil s/aJ�7J,�CT}p � £ 6 U ° _ a N P tl N � A n % E LO 0 I 0 N N 41U O 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 DATE ; JULY 2015 pRojECT Hp, ; 114001.01 j : C-' M i e. SCALE ; AS NOTED No. Date Revision • 77777777 7777 777- R S H E E T TEMPORARY 1" SAMPLE VALVE, TO WOOD POST WATER TO '.'��MOUNTED FLOW STRAIGHT DOWN (NOT ANGLE) FUTURE WATER METER BOX z (TO BE REMOVED) (RELOCATE AS NEEDED) _- FINISHED GRADE o — — PIPE A U) 1" POLY SERVICE PIPE jb Z O 1" SERVICE SADDLE THREADED STEEL ROD W/NUTS & MECHANICAL JOINT TEE �— WASHERS (TYP) LENGTH AS REQUIRED j LU W/ CORP TEMPORARY 4x4 POST (TO BE REMOVED) MECHANICAL JOINT TEE ROUTE LOCATE WIRE IN VALVE BOX (SEE S-49) WATER MAIN W/ LOCATE WIRE MECHANICAL JOINT VALVE 90'THREADED TEMPORARY SAMPLE TAP UTILIZING A NEW 111 WATER SERVICE EYE BOLTS W/NUTS STUB OUT LENGTH SHALL �, w BE 20 L.F.(MIN.) WITH Ila o JOINT RESTRAINTS 'A 00 U) PIPE BELL RESTRAINT SMOOTH NOSE BIBS (1/2" MIN), THREADED STEEL ROD WATER TO FLOW STRAIGHT DOWN W WABE W/NUT & LOCK WASHERS (TYP) SOCKET CLAMP WITH SOCKET CLAMP >_ 00 REMOVED) (LENGTH AS REQUIRED) WASHERS (TYP.) 45° ELBOW & NIPPLES (1/2" MIN OZ GALVANIZED) (TO BE REMOVED) PLUG ANCHOR STRAP (0 �O � N N r - -0 MECHANICAL JOINT PLUG PLUG (TO BE REMOVED) LOCATE WIRE (TO BOX) Z _ (CEE NOTE #2) A_� A Z FINISHED GRADE Z Z 0 o PLAN C7 Z w WATER MAIN W/ LOCATE WIRE z o o of w 0 MECHANICAL RESTRAINT (TYP) fr ❑ 45° BEND (TO BE REMOVED) SECTION "A -All TEMPORARY SAMPLE TAP UTILIZING PLUG AT FLUSHING LOCATION NOTES: 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED. NOTES:: 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROAD SHOULDERS. m 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: } 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED) 3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD) Z Z61 6 w AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD) w ¢ i 14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD) ❑ ❑ ❑ 0 ❑ 3. THE CONTRACTOR SHALL UTILIZE THE ABOVE ALTERNATIVE METHODS FOR CONSTRUCTION OF TEMPORARY 18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD) SAMPLE POINTS IN ALL AREAS, WHERE POSSIBLE. 24" DIAMETER MAIN -12 TIE RODS REQUIRED PER JOINT (3/4" ROD) 30" - 36" DIAMETER MAIN -14 TIE RODS REQUIRED PER JOINT (1" ROD) 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS OUTLINED BY THE JEA'S ENVIRONMENTAL 42" - 48" DIAMETER MAIN -16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) " E y vi> RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. 54" DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE. THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE. E TEMPORARY SAMPLE TAP ALTERNATIVE METHODS E PLU G G E D DEAD END USING o JANUARY 2015 PLATE W-24 MECHANICAL RESTRAI NTS BOX ACCESS (SEE NOTE #2) � A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. BRANCH VALVE BOX OR LOCATE BOX REQUIRED (SEE NOTE #1) "V" CUT IN 6" PVC PIPE RISER JANUARY 2015 PLATE W-37 -- Z U 0 W 6" PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN W I- O Z w w w W ~ z I- z w _ w J WATER MAIN LOCATING WIREs,..T, W cn � w U � w cn Q Z = Z �0 Zw Q �Z�O 0wU' 10' MAX �x - ¢ �: f SPACING\�\ �Z X_ _ eco W W Cn tY�X NW } n } OQ QC7 F- XJZ�z I- �UZ \� \ \ nom." :,/ VkeV\ V•!��i'�\ f�\f �\ � �/���/ w 0 00 J� T W U= co ��= Q O m 0 0 z W Q O W— w _j XF- w > w w Q U i� a U_ F- w iv -' �XIt CONNECT WIRE TOGETHER ~ -0Q I -0 X (D—wU) f_CJwZ Q0Z XJ �O (O� RENUT. U)w� m> wm� �i�co WZm�� w(yww RIOVIDE12"PIGATAIL CK 0 (3f a U F w � Z Q w X<� ® v J ¢ < SECURE WIRE TO PIPE WITH /TEE BOX ACCESS (SEE NOTE #1) w � O 0 O ; E a cfl 0 I In 0 N N U O -0 L0 0 N c 0 �I .o v 0 �I 0 3 v 41 QI W I r7 m ,o v 0 Q W H z w G' D Q 0 0 Q w m C) I= z d LuJ f- f - Q I 0 I 0 O _ d - %y V VARIES REFER TO S-15 DETAIL. 4' DIA REINFORCED CONCRETE MANHOLE 0! ---_ INSIDE DROP FOR 8" CUT OFF PIPE O (TYP) ° -� REFER TO S-15 DETAIL. O O 0 L HIGH -LINE (NOTE2) -' -' AT WALL LINE (TYP)LL ( ) LL, w INFLUENT SEWER k ... PIPE WITH OUTSIDE REFER TO S-15 DETAIL. DRO NOTE 4' DIA REINFORCEDP (SEE 1) INFLUENT SEWER PIPE WITH CUT OFF PIPE CONCRETE MANHOLE g - OUTSIDE DROP (SEE NOTE 1) A. . AT WALL LINE (TYP) ; `.' INFLUENT SEWER PIPE (TYP) (SEE NOTE #1) :.,:.. 6" (TYP.)- •', • • . .. A � ' 8" OR 10" GRAVITY INFLUENT \CpTG iFLOW SEWER PIPE(SEE NOTE 1 ) EX :., 6" (TYP.) END PIPE 2" BEYOND CUT OFF PIPE--�" •-a ' --► FLOW INTERIOR WALL AT WALL LINE (TYP) 6" (TYP.) LEVELING COURSE, 12" (MIN.) O O THICKNESS OF GRANULAR LEVELING COURSE 12" MIN, Q� DROP BOWL (2 MAX PER M/H) SEAL BOWL TO 4� ( WALL W/ 3M SERIES 5200 MARINE CAULK & a ,.•-�• ' •' BACKFILL (#57 STONE) THICKNESS OF GRANULAR SECURE W/ 4(MIN.) 3!8" x 1-1/2" 304E S/S � `.z ° � ,� -�. : = BACKFILL (#57 STONE) ; BOLT, ANCHOR & WASHER 4' DIA REINFORCEDN;2; CONCRETE MANHOLE SOLID CLASS "C" CONCRETE TO FORM s ..$ PVC 90° ELBOW LONG (TYP) CONCRETE, SOLID FILLER 0 EASY FLOW CURVES �� (SPIGOT & GASKET) BRICKS ONLY ALLOWED AS 3:=O SOLID CLASS "C" LL LEVELING COURSE 12" (MIN.) O THICKNESS OF GRANULAR FILLER, NO RUBBLE. SOLID CLA S "C" u w NOTES: CONCRETE, SOLID FILLER O GRADE TO 1/2" PER FOOT. CONCRETE,SOLID FILLER w BRICKS ONLY ALLOWED AS BACKFILL (#57 STONE) BRICKS ON LY ALLOWED AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW FILLER, NO RUBBLE. NOTES: FILLER, NO RUBBLE. CHANNELS AND EFFLUENT PIPE SHALL BE 90° OR GRADE TO 1/2" PER FOOT. CONCRETE TO FORM GRADE TO 1!2" PER FOOT. GREATER UNLESS APPROVED OTHERWISE BY JEA. �- EASY FLOW CURVES 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE NOTES: SHALL BE BETWEEN 90'- 180° UNLESS OTHERWISE APPROVED BY JEA. 2. THE 8" HIGH -LINE, WHERE UTILIZED, SHALL ENTER PLAN VIEW (S-5) THE MANHOLE ON -CENTER OR OFF -CENTER AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE SHALL BE 90° OR GREATER UNLESS ----- l SHOWN ABOVE. APPROVED OTHERWISE BY JEA. PLAN VIEW (S-3) (FOR SECTION VIEW SEE S-4) 2. THE INTERIOR AND EXTERIOR OF THE MANHOLE AND THE INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN 2 (FOR SECTION VIEW SEE S-2) COATS OF BITUMINOUS WATERPROOFING MATERIAL. MANHOLE FRAME & COVER FINISHED GRADE 3. IF SPECIALITY LINER IS TO BE INSTALLED ON INSIDE OF MANHOLE, THE BITUMINOUS WATERPROOFING MATERIAL GROUT SHALL BE OMITTED ON THE INSIDE. 4. TYPE "D" MANHOLES SHALL BE USED FOR 12" OR LARGER INFLUENT PIPES W/ 2' OR GREATER INFLUENT DROP• ;i/�v` PLAN VIEW (S-8) MANHOLE FRAME & COVER CONCRETE ADJUSTMENT 12" NOMINAL, 18" MAX. (FOR SECTION VIEW SEE S-7) GROUT BE FINISHED GRADE d RINGS OR BRICKS (TYP) .:'`' MANHOLE FRAME COVER GROUTED IN PLACE _. 8" :' 2'-8" DIA. FINISHED GRADE GROUT `r off/r r .r rr/ t4 '•:. PLASTIC JOINT SEALER '� f✓ /rj:%f� fr r//\//�/� /r%/� r (2 SEALERS PER JOINT) is 12" NOM, 18" MAX z ° REFER TO S-15 DETAIL. �\ r\�� o o /�%r _ ✓ 12" NOMINAL, 18" MAX. M CONCRETE ADJUSTMENT 8" 2'-8" DIA RINGS OR BRICKS (TYP) CONCRETE ADJUSTMENT �. g, GROUTED IN PLACE RINGS OR BRICKS (TYP) o GROUTED IN PLACE 8" OR 10" GRAVITY INFLUENT SEWER 8" 2'-8" DIA. PIPE EXTEND PIPE 2" BEYOND PLASTIC JOINT SEALER .;°. (2 SEALERS PER JOINT) °• z 5" 4'-0" DIA INTERIOR WALL (SEE NOTE 1). z :2 o ' REFER TO S-15 DETAIL. 0 6„ ' 5'-0" DIA " DROP BOWL (2 MAX. PER M/H)- ..r SEE NOTE#1 FOR 5'-0" RE M A SEAL BOWL TO WALL W/3M w - _ _ SERIES 5200 MARINE CAULK ADJUSTABLE CLAMP BRACKET 5" 4'-0" DIA _ SECURE W/ 4 (MIN.) 3/8" x 1-1/2" (FERNCO OR EQUAL) PVC PLUG W/TOP 1/2 AREA OPEN S/S ANCHOR, BOLT & WASHER 5'-0" DIA PLASTIC JOINT SEALER 8" OR 10" S/S CLAMP BRACKET 8" OR 10" GRAVITY INFLUENT 6„ a (SEE NOTE 4) (2 SEALERS PER JOINT) 6" WIDE (MIN) EXTERIOR JOINT (SEE NOTE 7) SEWER PIPE (SEE NOTE 4) rt z TAPE APPLIED OVER PRIMER `� `� .: 4'-0" DIA. SLOPE 1!2" (SEE NOTE 8) ' < 2OR GREATER DROP (NOTE 4)--®--°-� 5„ PER FT. (TYP) N N PVC 90° ELBOW LONG (SPIGOT X GASKET) w < t 1/2" PER FT GROUT IN PLACE ¢ INVERT ELEV. GIVEN ON SOLID CLASS "C" w ,:1 PVC SDR -35 OR SDR -26 DROP PIPE PLANS AT THIS POINT CONCRETE W/ SOLID Q :; ;- :, is ,:: ;` b_., (DIA. EQUAL TO INFLUENT PIPE) 6" WIDE (MIN) EXTERIOR STANDARD PVC TEE FILLER BRICKS ONLY ;,- '.. , ] ` .. .-; z ALLOWED AS FILLER REFER TO S-15 DETAIL. JOINT TAPE APPLIED SLOPE 1/2" PER GREATER DRO OTE ::.......: SOLID CLASS ..C., CONCRETE „ °:. '.- ' `Y: OVER PRIMER R ( ) �' 2' O P N 4 NO RUBBLE, GRADE TO n,.,.iO SOI 6 $•:$ ,9 ;' .p: °..,..� a,. ELEVATION TO MATCH CROWN o FT. (TYP) 1/2" PER FOOT. °��� ter! W/ SOLID FILLER BRICKS ONLY ,....°..:: >. (SEE NOTE #5) / * ° a =: OF EFFLUENT PVC RISER - LENGTH AS 'fi «, CONSTRUCT SPILLWAY WHERE ALLOWED AS FILLER NO RUBBLE. m I .:W'.. '.. REQUIRED 6„ INVERT OF UPPER SEWER IS z \i " E LEVELING COURSE, 12 (MIN) .:: ABOVE MID HEIGHT OF LOWER - _ __ THICKNESS OF GRANULAR - STANDARD PVC PUSH ON SEWER. 'M'�\�'\`�'�'\\zl N\ , ' � °�\ $ ; BACKFILL (57 STONE) ¢ * ... :.: :....... JOINT BEND .. COURSE, 12'MIN LEVELING CO (MIN) `�` , °\.`�� .\ ��� ,tip .��.°� ��.�� .1 ................... UNDISTURBED SOIL MIN. IN UNSUITABLE SOILS ;..:::. : :....''i.,t;i.: `;:::;. „ E DISTURBED SOIL MIN. THICKNESS OF GRANULAR UN 6" SOLID CLASS C CONCRETE BEARING CAPACITY: '/�// `Of `!/�sf°// //`/f`/ // r/ // // /j BACKFILL (57 STONE) SECTION VIEW (S-4•) OVER -EXCAVATION IS BEARING CAPACITY: ®/\�f\//�e,r�\/\i\�\/�\/\\ r\\/ 2000 LB/SQ FT. W! SOLID FILLER BRICKS ONLY 2000 LB/SQ FT. REQUIRED (SEE NOTE 6). � A ALLOWED AS FILLER, NO RUBBLE. IN UNSUITABLE SOILS, (FOR PLAN VIEW SEE S-5) W OVER -EXCAVATION IS NOTES: w LEVELING COURSE, 12" (MIN) SECTION VIEW (S-2) REQUIRED (SEE NOTE #6). .. 1. THIS ASSEMBLY IS FOR 8" OR 10" GRAVITY INFLUENT LINES ONLY. NO DROPS ALLOWED FOR FORCE MAINS. MAXIMUM OF 2 INSIDE DROP `. THICKNESS OF GRANULAR (FOR PLAN VIEW SEE S-3) BOWLS PER MANHOLE. A T-0" DIA. MANHOLE 6" THICK WALLS IS REQUIRED IF TWO INSIDE DROPS ARE CONSTRUCTED WITH ONE OR BOTH BACKFILL (57 STONE) O BEING 10" SIZE. DROP BOWL BY RELINER OR APPROVED EQUAL REQUIRED. THE INSIDE DROP FOR AN 8" HIGH -LINE SHALL BE UNDISTURBED SOIL MIN. �' j` j jmm " ' j "' j� °�i'mm / "i 'i°% % 'r NOTES: r/\r\ �� \ ��` \� \°� \` \ ��� �� t� IN UNSUITABLE SOILS, CONSTRUCTED SIMILAR TO ABOVE SEE PLATE S-5). BEARING CAPACITY: ��':i'Fj�/�r'..f�,r`'vr'rr�.s'/r'��%F,,��//�r'�r�.`,r�%'/�r',/�'''/,,/�f�`\`/,r�`•.�'/�°°�`/�'%j 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF 2000 LB/SQ FT. OVER -EXCAVATION IS 2. PRECAST MANHOLE SECTIONS TO E MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478 WITH 4000 LB. rf�f� /�' %� f�f�f /i�Oi� fry f' f /' 'rr /. REQUIRED (SEE NOTE 6). A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL. SECTION VIEW (S-7) 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF 3. THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS NOTES: (FOR PLAN VIEW SEE S-8) BITUMINOUS WATERPROOFING MATERIAL. WATERPROOFING MATERIAL. 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS 4. TYPE "B" MANHOLE MUST BE USED -OR Z OR GREATER INFLUENT PIPE DROPS. 1. PRECAST MANHOLE SECTIONS TI BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF AROUT. AND C WITH WITH H CONC., TYPE II CEMENT..ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 5. THE DROP BOWL ASSEMBLY SHALL BE INSTALLED PRIOR TO APPLICATION OF SPECIALTY LINING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL. 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 6. A TYPE "D" MANHOLE SHALL BE UTILIZED WHEN THREE OR MORE (2' OR GREATER) DROPS ARE INVOLVED OR WHEN INFLUENT PIPES AREA 2• THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS LARGER THAN 10" IN SIZE. WATERPROOFING MATERIAL. 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 7. ADJUSTABLE CLAMPING BRACKET (MIN. 2 PER DROP BOWL ASSY). 1-1/2" WIDE, 11 GA. W/ 3/8" DIA. 18-8 PINCH BOLTS AND NUTS. SECURE TO 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING SHALL BE, OMITTED ON M/H WALL WITH (2) 3/8" X 1" BOLT, A 4CHOR & WASHER PER BRACKET ASSY. ALL 304 OR 316 STAINLESS STEEL MATERIALS. INSIDE. 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, 4. TYPE "D" MANHOLE SHALL BE USED FOR 12" OR LARGER INFLUENT PIPES W/ Z OR GREATER INFLUENT DROP. OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH - - 8. ALL IO JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (W/PRIMER). TAPE ON THE CONE AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) SECTION IS OPTIONAL. 0 5. ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (W/PRIMER). TAPE ON THE CONE AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). 9. IN SILTS, CLAY OR HIGHLY OR I GANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SECTION IS OPTIONAL. SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS D1557) OR OVER -EXCAVATE AN AD ITIONAL 12" (AT A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SANITARY SEWER TYPE "A" MANHOLE SANITARY SEWER TYPE "B" MANHOLE SANITARY SEWER TYPE "®" MANHOLE 8"-21'" SEWERS 8"-10" SEWERS 12".21" SEWERS JANUARY 2015 PLATES S-2, S-3 JANUARY 20 5 PLATES S-4, S-5 JANUARY 2015 PLATES S-7, S-8 Z 1111111 w Q 0 m Q 0 LLI Q Lti C/) Cn LJJ} i z C) v p }o J zSANITARY U) z Q TAILS O -' Z SEWER DE Otw- Q 0-ocn O,j,° sora-; w z i �'�a i • . �J w � � ao�°' ��r 4O�'°° z W L z w � ° 4* 4 Z U) a 6 Y o ° STATE OF ®AWP.E° `} S H E E T 4 D M <.. PRECAST MANHOLE BASE MANHOLE INVERT— FILL VOID AREAS WITH NON -SHRINK GROUT `— GRAVITY SEWER PIPE PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE (FOR EXISTING AND NEW M/H CONSTRUCTION) PRECAST MANHOLE BASE CUT PIPE FLUSH TO - EDGE OF INTERIOR WALL FILL INTERIOR VOID AREAS W/ NON SHRINK GROUT FLUSH W/ INSIDE OF MH MANHOLE INVERT -FILL ALL LIFTING HOLES W/NON SHRINKING GROUT AND COAT W/BITIMINOUS WATERPROOFING MATERIAL FILL ALL EXTERIOR VOIDS AND ENCAPSULATE ALL EXTERIOR PARTS OF THE RUBBER BOOT CREATING A COLLAR W NON SHRINK GROUT GRAVITY SEWER PIPE SOLID CLASS "C" CONCRETE W/ SOLID FILLER BRICKS O LY ALLOWED AS FILLER NO RUBBLE. NOTES: PRECAST CONCRETE MANHOLE RUBBER BOOT, DOUBLE BANDED, 316 S/S CLAMPS, MEETING THE ASTM C923 STANDARD. Kor-N-Seal® I EX SERIES CONNECTOR WITH DOUBLE STAINLESS STEEL BANDS OR EQUAL RUBBER BOOT (FOR NEW M/H CONSTRUCTION ONLY, MAXIMUM DEPTH 15FT) SEAL W/ COAL TAR MASTIC OR PREMOLDED PLASTIC JOINT <' DIA OF MANHOLE VARIES SEALER (2 PLACES PER JOINT) VARIES W/ MANHOLE DIA SEE S-17 FOR DETAILS 6" (MIN) EXTERIOR JOINT TAPE GROOVE TO BE FORMED :. APPLIED OVER PRIMER (TYP) WITH AN ACCURATE 6" (TYP) BELL RING FORM a) .X_ rr, �,. "•°tl ."^ate;- ;a.:aq�$.. � r"�< a, #4-6" O.C, E.W. POURED IN PLACE 4,000 LB P.S.I. CONCRETE PAD NOTES: THE USE OF THE POURED IN PLACE MANHOLE BOTTOM SHALL BE MINIMIZED AND SHALL BE SPECIFICALLY APPROVED BY JEA PRIOR TO CONSTRUCTION. 0 MANHOLE BOTTOM 0 co c� MANHOLE PIPE CONNECTION DETAIL Lo January 2015 a PLATE S-15 N cV 41 U INSIDE WALL -0 PREPRIMED JOINT SURFACES OUTSIDE WALL N W JOINT ASSEMBLY DETAIL m MANHOLE JOINT "A" "B" 0 "D N 52.543 c 0 52.000 �I PREMOLDED PLASTIC JOINT SEALER WITH PROTECTIVE 4-1 WRAPPER TO COVER ENTIRE QI JOINT AREA (APPLY JOINT EXTERIOR JOINT SEALANT SEALER TO TOP AND 41 BOTTOM SURFACES, REMOVE WRAPPER DURING F/- ASSEMBLY) 0 ; PREPRIMED JOINT SURFACES OUTSIDE WALL N W JOINT ASSEMBLY DETAIL m MANHOLE JOINT "A" "B" "C" "D 7° JOINT ANGLE 53.043 52.543 51.500 52.000 48" I.D. 5" f ":1 c.> PRECAST SEWER MANHOLE JOINT TAIL z J F- `` JANUARY 2015 PLATE S-17 w F— U 0 0 0 / OUTSIDE WALL RAD = 1/8" (TYP) 1 1/4" 2 1/4" I 2 -NON PENETRATING PICKHOLES (SEE DETAIL) 1 3�/8" WIDE ! � I KID SURFACE )ND PATTERN) PICKHOLE DETAIL 34 1/8" COVER T N Z�7777777 7777777 COVER MACHINED SURFACE (SMOOTH) DOVETAIL GROOVE & GASKET (SEE DETAIL BELOW) 35 3/4" 8 R BS 34 1/4" 0' 1 /—MACHINED SURFACE M. I 31 1/2" I 1 Lo 40 1/2" NEOPRENE "T" G,"�'�❑T COVER RING NOTES: RING 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT -- 2. RING WEIGHT 230 LBS APPROX. GROOVE & GASKET DETAIL 3. COVER WEIGHT 230 LBS. APPROX. 4. ALL DIMENSIONS ARE SHOWN IN INCHES. 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY DEDICATION PROJECTS), THE COVER SHALL INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA (SUCH AS PRIVATE SEWER COLLECTION SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE "SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET). ANITARY--SEWER MANHOLE FRAME AND COVER N UARY 2015 PLATE S-1 MANHOLE FRAME & COVER /--FINISHED GRADE TYPE — "C" MANHOLE a7 t T,srras nnn-,�3s?n�n,�*n�s _»ar��rn�••s.�p\��q•1 co N _ z co — SOLID CLASS "C" CONCRETE W/SOLID FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. LEVELING COURSE, 12" (MIN) THICKNESS OF GRANULAR BACKFILL (57 STONE) IN UNSUITABLE SOILS OVER -EXCAVATION IS REQUIRED (SEE NOTE #3) SOLID CLASS "C" CONCRETE W/SOLID FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. LEVELING COURSE, 12" (MIN) THICKNESS OF GRANULAR BACKFILL (57 STONE) IN UNSUITABLE SOILS, OVER -EXCAVATION IS REQUIRED (SEE NOTE #3) TYPE - "C" MANHOLE WITH FLAT TOP NOTES: SECTION VIEWS 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COAT OF BITUMINOUS WATERPROOFING MATERIAL. 3. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12.- (AT 2"(AT A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SANITARY SEWER TYPE "C" MANHOLE 8"-21" SEWERS JANUARY 2015 PLATE S-6 cn z O w w Q ❑ 0 z z 0 LU H w m z F5 z w z af w z ❑ c9 � 0 Q i J I- o ❑ N w 0 ¢ Z f U) Z ¢ 0 z LLJ _jw 0 � U IL ❑ cn U) o F_ O z Z N LLI 2NW L Z w O = � cn Z v) S H E E T ; d. OUTSIDE WALL JOINT CONSTRUCTION DETAIL INSIDE WALL ¢ EXTERIOR JOINT SEALANT MEMBRANE (6" MIN) F/- EXCESS JOINT SEALER a"'a: ; CENTERED ON JOINT w SHALL BE TRIMMED y FLUSH TO INSIDE " ` ALL LIFTING HOLES (INSERTS) D SURFACE SHALL BE FILLED WITH / NON -SHRINK GROUT AND COATED WITH BITUMINOUS U WATERPROOFING MATERIAL U COMPLETED JOINT DETAIL ¢ w m c.> PRECAST SEWER MANHOLE JOINT TAIL z J F- `` JANUARY 2015 PLATE S-17 w F— U 0 0 0 / OUTSIDE WALL RAD = 1/8" (TYP) 1 1/4" 2 1/4" I 2 -NON PENETRATING PICKHOLES (SEE DETAIL) 1 3�/8" WIDE ! � I KID SURFACE )ND PATTERN) PICKHOLE DETAIL 34 1/8" COVER T N Z�7777777 7777777 COVER MACHINED SURFACE (SMOOTH) DOVETAIL GROOVE & GASKET (SEE DETAIL BELOW) 35 3/4" 8 R BS 34 1/4" 0' 1 /—MACHINED SURFACE M. I 31 1/2" I 1 Lo 40 1/2" NEOPRENE "T" G,"�'�❑T COVER RING NOTES: RING 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT -- 2. RING WEIGHT 230 LBS APPROX. GROOVE & GASKET DETAIL 3. COVER WEIGHT 230 LBS. APPROX. 4. ALL DIMENSIONS ARE SHOWN IN INCHES. 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY DEDICATION PROJECTS), THE COVER SHALL INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA (SUCH AS PRIVATE SEWER COLLECTION SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE "SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET). ANITARY--SEWER MANHOLE FRAME AND COVER N UARY 2015 PLATE S-1 MANHOLE FRAME & COVER /--FINISHED GRADE TYPE — "C" MANHOLE a7 t T,srras nnn-,�3s?n�n,�*n�s _»ar��rn�••s.�p\��q•1 co N _ z co — SOLID CLASS "C" CONCRETE W/SOLID FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. LEVELING COURSE, 12" (MIN) THICKNESS OF GRANULAR BACKFILL (57 STONE) IN UNSUITABLE SOILS OVER -EXCAVATION IS REQUIRED (SEE NOTE #3) SOLID CLASS "C" CONCRETE W/SOLID FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. LEVELING COURSE, 12" (MIN) THICKNESS OF GRANULAR BACKFILL (57 STONE) IN UNSUITABLE SOILS, OVER -EXCAVATION IS REQUIRED (SEE NOTE #3) TYPE - "C" MANHOLE WITH FLAT TOP NOTES: SECTION VIEWS 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COAT OF BITUMINOUS WATERPROOFING MATERIAL. 3. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12.- (AT 2"(AT A MIN.) AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SANITARY SEWER TYPE "C" MANHOLE 8"-21" SEWERS JANUARY 2015 PLATE S-6 cn z O w w Q ❑ 0 z z 0 LU H w m z F5 z w z af w z ❑ c9 � 0 Q i J I- o ❑ N w 0 ¢ Z f U) Z ¢ 0 z LLJ _jw 0 � U IL ❑ cn U) o F_ O z Z N LLI 2NW L Z w O = � cn Z v) S H E E T 0 0 I L0 0 N cV 0 O L0 O N c 0 �I 0 v 4-1 0 v 0 3 v al w I 0 .B v a w H z w D 0 0 a U 11-1 U W CC) U I- z J H U LJ F- I 0 1 O O _ d- �t- SEE NOTE #4 X/ w 9' MIN 9' MIN FULL LENGTH OF PIPE CENTERED O w. AT CROSSING, SEE NOTE #1 01-- O PROPOSED FORCE z 2 w MAIN SIZE & TYPE ,r . LOCATE WIRE, SEE NOTE #3 K cw VARIES MECHANICAL JOINT 11-1/4°,22-1/2° SEPARATION VARIES (SEE OR 45° BENDS (SIZE VARIES) NOTES #1&2) + vrfr ' EXISTING CONFLICT PIPE RESTRAINED JOINT (TYP.) SIZE AS REQUIRED THE LENGTH OF THE PIPE TO BE RESTRAINED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH - RESTRAINT JOINT SCHEDULE. CASE "A" CROSSING NOTES: 1. IF EXISTING CONFLICT PIPE IS A WATER OR RECLAIMED 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 CROSSINGS. 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL (S-26 & S-27). 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60", UNLESS PRE -APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. ADJUSTMENT OVER EXISTING UTILITIES MECHANICAL RESTRAINTS JANUARY 2015 PLATE S-39 SEWER SERVICE LATERAL MARKER REQUIRED FOR NEW DEVELOPMENT AREAS (SEE NOTE #1) OR CONNECTION TO o YARD PIPING r! CURB & GUTTER -t_AVG. GROUND SURFACE SOIL d STANDARD TEE -WYE FITTING (30° MIN., 60° MAX.) FOR PLAN VIEW SEE S-19 EXIST. 4" YARD PIPING CONNECTION (TO BE LOCATED PRIOR TO INSTALLING TEE BRANCH). PROVIDE FLEXIBLE ADAPTER COUPLING (FERNCO OR EQUAL). LAY IN UNDISTURBED SOIL NOTES: ``>. l 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS REQUIRED FOR ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) OR AN ELECTRONIC "SEWER" MARKER SHALL BE INSTALLED TO MARK THE LOCATION OF THE 6" PLUG. 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING) WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26. 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH A "DEPTH OF CUT" GREATER THAN 12 FEET. 6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO A GRAVITY SEWER HIGH -LINE, A MANHOLE OR OTHER JEA APPROVED METHOD. 7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. HOUSE LATERAL - SECTION VIEW JANUARY 2015 PLATE S-20 OU w DEPTH VARIES Xz z 2Ew Z U FULL LEN13TH OF PIPE CENTERED AT CROSSING EXISTING UTILITY PIPE (SEE NOT #1) LOCATE WIRE (SEE NOTE #3) -3 SEPARATION S PROPOSED FORCE MAIN (SEE NOT # 2) SIZE & TYPE VARIES MECHANICAL JOINT 11-1/40 , 22-1/2° OR 45° (SIZE VARIES) I 9' MIN � 9' MIN I THE LEN TH OF THE PIPE TO BE PIPE RESTRAINED JOINT (TYP.) RESTRAIIS ED ON EACH SIDE OF BEND SIZE AS REQUIRED SHALL BE IN ACCORDANCE WITH RESTRAINT JOINT SCHEDULE. CASE "B" CROSSING NOTES: 1. IF EXISTING ONFLICT PIPE IS A WATER OR RECLAIMED WATER MAIN, 12 -INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE SHALL 3E CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 2. FOR OTHER OCATION LIMITATIONS SEE DETAIL (S-26 & S-27). 3. LOCATING IRE REQUIRED: SEE DETAIL S-49. 4. THE COVER OR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER OF 6)", UNLESS PRE -APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED A EAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. 5. THE SOILS B �RATORY WEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LAB MODIFIED PROCTOR TEST ASTM D 1557. � IISMENT UNDER MECHANICAL RESTRAINTS JANUARY 21015 SEWER LATERAL MARKER REQUIRED EXIST. YARD PIPING CONNECTION FOR NEW DEVELOPMENT AREA TO BE DETERMINED IN FIELD (SEE NOTE #1) IF NO CURB SCRIBE LETTER SIDEWALK "S" IN FRONT OF SIDEWALK (PAINT GREEN) P/L Ts'd @ N S � N Dw U w f -- f- O �z OY � J �¢ w 0 0U) U) O m N 0 D w W00 2Oz w = Y U) w� W w 0 w Q � cr� CURB GRAVITY SEWER JOIN TO EXIST. CONN. IN FRONT OF SIDEWALK, DRIVEWAY OR P/L SCRIBE THE LETTER "S" MIN. OF 2" HIGH & 1/4" DEEP IN CURB (PAINT GREEN) HOUSE LATERAL (SEE NOTES #2 & #4) 6" BEND SHORT RADIUS STANDARD TEE -WYE FITTING (TYP) PLATE S-41 q OF SEWER AND STREET TUNLESS SHOWN OTHERWISE ON PLANS FOR SECTION VIEW SEE S-20 O ELECTRONIC "SEWER" MARKER (SEE NOTE #1) FLEXIBLE ADAPTER NOTES: COUPLING (FERNCO OR EQUAL) 1. FOR SEPTI TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS REQUIRED FOR ALL LATERALS WHICH ARE "NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN UE E", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) SHALL BE INSTALLED TO MARK THE LOCATION OF THE 6" PLUG. 2. THE MINIM JM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16" AND LARGER. 4. ALL GRAVI ry SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING) WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26. HOUSE LATERAL - PLAN VIEW JANUARY 2015 __ PLATE S-19 cn z O w n m O z "IF -- - OFF -SET PIPING REQUIRED" -� (2" MIN, SEE NOTES #1 & #6) 316 SS PIPE 0 z AND FITTINGS U) J FOR OFF -SET PIPING LARGER THAN 2 INCH z 0 < VERTICALLY (W/B&C) NEAR MAIN (SEE NOTE#6) 111 2" SS BALL VALVE <( (SEE NOTE #6) ® U„J Lu Lu z °- u' SEWER FORCE MAI LLJ Cn U7 z z NOTES: 2 1. THE AIR ASSEMBLY MANHOLE SHALL BE LOCATED OUTSIDE OF THE ROADWAY PAVEMENT AREA (I.E. LOCATED IN NON -TRAFFIC AREAS). IF °L Lu w -. SMALLER: PIPING SHALL BE 316 STAINLESS STEEL SCH.40, STD GRADE, THREADED. FOR PIPE SIZES 4 INCH AND LARGER: Z MANHOLE FRAME & COVER z w o 0 z 2. THE CONCRETE MANHOLE SHALL INCLUDE A POLYURETHANE SPECIALTY LINER (PER SPEC SECTION 446) TO BE INSTALLED ON THE (SEE NOTE #3) INTERIOR SURFACES INCLUDING THE RISER SECTION TOP AND THE ADJUSTMENT RINGS. A BITUMINOUS WATERPROOFING MATERIAL SHALL LL BE PROVIDED ON THE OUTSIDE SURFACES OF THE MANHOLE. 3. FRAME AND COVER SHALL BE JEA STANDARD. THE COVER SHALL HAVE NO GASKET TO ALLOW AIR TO EXIT VAULT (REMOVE GASKET IF 0- NECESSARY FROM THE UNDER SIDE OF STANDARD JEA COVER). THE COVER (WHEN FLIPPED OPEN) MUST CLEAR THE AIR VALVE GRADE ASSEMBLY AT ALL TIMES OR A SQUARE TOP WITH ALUMINUM DOOR SHALL BE PROVIDED (NON -TRAFFIC LOCATIONS ONLY). 4. A VALVE SUPPORT BRACKET IS ONLY REQUIRED FOR ASSEMBLIES WHICH INCLUDE OFF -SET PIPING. THE BRACKET SHALL BE WELDED AND z� FABRICATED FROM ALL 316 STAINLESS STEEL MATERIALS AND INCLUDE 6" x 6" x %" THICK END PLATES (CONTOURED TO MATCH ATTACHING ADJUSTMENT SURFACES), 3" ANGLE IRON FOR SUPPORT ARM AND TWO U -BOLTS 8" DIA TO ATTACH AROUND AIR VALVE. SECURE TO CONCRETE MANHOLE WITH FOUR Y" DIA X 2" LONG S/S ANCHOR (MIN). MODIFY THE ABOVE AS REQUIRED TO FIT SPECIFIC AIR VALVE AND TO ASSURE A N � - N w 5. FOR PIPE SIZES 3 INCH AND SMALLER, PROVIDE A STAINLESS STEEL BALL VALVE (2" MIN). FOR PIPE SIZES 4 INCH AND LARGER, PROVIDE A RINGS (TYP) Q 0 FLANGE GATE VALVE (WHEEL OPERATOR) OR PLUG VALVE. (LEVER ARM OPERATOR) SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. z Q 6. FOR A 2" AIR VALVE, PROVIDE 2" STAINLESS STEEL BALL VALVE AT THE MAIN. FOR AIR VALVES LARGER THAN 2" SIZE, PROVIDE A TAPPING O SLEEVE OR DUCTILE IRON TEE FITTING. ALSO, FOR OFF -SET PIPING LARGER THAN 2 INCH SIZE, PROVIDE A GATE VALVE (INSTALLED iii J VERTICALLY NEAR MAIN). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ° ¢ a n cUn w O ° z ch FLAT TOP SECTION W TCO iVJ Z � JANUARY 2015 PLATE S-29 0m w g U) z m o (8" THK. MIN) Wm m o z 0 z 3:l< Y � U O VALVE SUPPORT a, BRACKET AIR VALVE ASSEMBLY (SEE NOTE #4) KKa W/BACKWASH FEATURES E E y 4' DIA OR 4 SQUARE MANHOLE (MIN) W/FLAT TOP 4J SECTION, NO BOTTOM. PROVIDE SPECIALTY U) w>. INTERIOR LINER. DOG HOUSE MANHOLE DESIGN Q WITH 12" SEPARATION (MANHOLE TO PIPE) MAY E > s..g ; BE UTILIZED. (SEE NOTE #2) 0 VALVE (SEE NOTE #5) U m ADAPTER (IF REQ.) `+3 w 5.. (Dm 6" MIN GRAVEL ap °; ` ? z(1/8" SLOPE DOWN TO MAIN PER V MIN) "IF -- - OFF -SET PIPING REQUIRED" -� (2" MIN, SEE NOTES #1 & #6) 316 SS PIPE AND FITTINGS U) J FOR OFF -SET PIPING LARGER THAN 2 INCH SIZE, PROVIDE A GATE VALVE INSTALLED < VERTICALLY (W/B&C) NEAR MAIN (SEE NOTE#6) 111 2" SS BALL VALVE <( (SEE NOTE #6) ® U„J z SEWER FORCE MAI LLJ Cn U7 NOTES: W 1. THE AIR ASSEMBLY MANHOLE SHALL BE LOCATED OUTSIDE OF THE ROADWAY PAVEMENT AREA (I.E. LOCATED IN NON -TRAFFIC AREAS). IF Q� OFF -SET PIPING IS REQUIRED, THE PIPING SHALL BE 2 INCH MINIMUM, (SAME SIZE AS AIR VALVE INLET). FOR PIPE SIZES 3 INCH AND -. SMALLER: PIPING SHALL BE 316 STAINLESS STEEL SCH.40, STD GRADE, THREADED. FOR PIPE SIZES 4 INCH AND LARGER: Z PIPING SHALL BE 316 STAINLESS STEEL SCH. 10 (MIN), WELDED OR PVC DR -18 PIPE AND FITTINGS -RESTRAINED. Q 2. THE CONCRETE MANHOLE SHALL INCLUDE A POLYURETHANE SPECIALTY LINER (PER SPEC SECTION 446) TO BE INSTALLED ON THE INTERIOR SURFACES INCLUDING THE RISER SECTION TOP AND THE ADJUSTMENT RINGS. A BITUMINOUS WATERPROOFING MATERIAL SHALL BE PROVIDED ON THE OUTSIDE SURFACES OF THE MANHOLE. 3. FRAME AND COVER SHALL BE JEA STANDARD. THE COVER SHALL HAVE NO GASKET TO ALLOW AIR TO EXIT VAULT (REMOVE GASKET IF NECESSARY FROM THE UNDER SIDE OF STANDARD JEA COVER). THE COVER (WHEN FLIPPED OPEN) MUST CLEAR THE AIR VALVE ASSEMBLY AT ALL TIMES OR A SQUARE TOP WITH ALUMINUM DOOR SHALL BE PROVIDED (NON -TRAFFIC LOCATIONS ONLY). 4. A VALVE SUPPORT BRACKET IS ONLY REQUIRED FOR ASSEMBLIES WHICH INCLUDE OFF -SET PIPING. THE BRACKET SHALL BE WELDED AND FABRICATED FROM ALL 316 STAINLESS STEEL MATERIALS AND INCLUDE 6" x 6" x %" THICK END PLATES (CONTOURED TO MATCH ATTACHING SURFACES), 3" ANGLE IRON FOR SUPPORT ARM AND TWO U -BOLTS 8" DIA TO ATTACH AROUND AIR VALVE. SECURE TO CONCRETE MANHOLE WITH FOUR Y" DIA X 2" LONG S/S ANCHOR (MIN). MODIFY THE ABOVE AS REQUIRED TO FIT SPECIFIC AIR VALVE AND TO ASSURE A SOLID SUPPORT BRACKET. N w 5. FOR PIPE SIZES 3 INCH AND SMALLER, PROVIDE A STAINLESS STEEL BALL VALVE (2" MIN). FOR PIPE SIZES 4 INCH AND LARGER, PROVIDE A Q 0 FLANGE GATE VALVE (WHEEL OPERATOR) OR PLUG VALVE. (LEVER ARM OPERATOR) SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. z Q 6. FOR A 2" AIR VALVE, PROVIDE 2" STAINLESS STEEL BALL VALVE AT THE MAIN. FOR AIR VALVES LARGER THAN 2" SIZE, PROVIDE A TAPPING O SLEEVE OR DUCTILE IRON TEE FITTING. ALSO, FOR OFF -SET PIPING LARGER THAN 2 INCH SIZE, PROVIDE A GATE VALVE (INSTALLED iii J VERTICALLY NEAR MAIN). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ° ¢ a n cUn w O ° z ch AIR VALVE ASSEMBLY INSIDE MANHOLE W TCO iVJ Z � JANUARY 2015 PLATE S-29 0m w g U) z m o DATE : JULY, 2015 pRojECT No.: 11400 1. 01 DESIGNED By: JBD DRAWN By:_ DPT SCALE: AS NOTED yo.62576 C■ A 0 A SATE' OF . RDAVIS PF- allig`p�'t a' AB H E E T PVC PIPE RESTRAINT NOTES: 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS. 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE. 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE) SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE AT THE BELL RESULTING iN A SERVICE OUTAGE. LENGTH (L) TO BE RESTRAINED (SEE PLAam Nos. 38C & 38D FOR ADDITIONAL DETAILS) NOMINAL PIPE SIZE (IN.) HORIZONTAL BENDS VERTICAL OFFSETS 45' BENDS (SEE NOTE 4) VALVES OR DEAD ENDS 90" BENDS L (FT.) 45' BENDS L (FT.) 22.5° BENDS L (FT.) 11.25' BENDS L (FT.) UPPER ILOWER L (FT.) L (FT.) L (FT.) 4 20 8 4 2 20 3 50 6 28 10 5 2 28 4 20. 8 36 14 6 3 36 5 90 10 40 18 8 4 45 6 110 12 50 20 9 4 52 8 120 14 56 23 10 5 60 9 140 16 60 26 11 6 67 10 160 18 69 29 12 6 74 12 180 20 75 32 13 7 80 13 195 24 76 33 15 7 81 14 200 30 88 36 18 9 97 16 235 36 100 40 20 10 110 20 270 42 115 48 23 11 125 24 300 48 125 52 25 12 140 30 340 PVC PIPE RESTRAINT JOINT SCHEDULE JANUARY 2015 E 0 (0 0 I L0 0 N C1 U O 0) 3 v u7 0 N 0 -,DI 0 .- a� �I 0 3 1 0 �I <c w I r7 0 / 41 0 0 Q W i— z w D' D_ U / 0 D Q U U Q w ED U 1-- z Q LLII— d 0 I O I 0 0 PLAIN END P.V.C. PLATE S -38A TEE BOLT BELL Jt. P.V.C. TEES REDUCERS RUN SIZE IN.) L (FT.) `���� To "x4 35 SIZE x6 35 (IN.) x4 65 L (FT.) 0x8 35 4 Ox6 65 1 x10 35 10 2x8 65 1 x12 65 1 x10 95 2 x18 35 2 x16 65 2 x12 120 2 x20 65 24x18 95 2 x16 120 3)x24 80 3 x20 150 3 x30 80 33x24 150 42x36 80 42x30 150 48x42 80 48x36 150 TEES SEE NOTE 5 RUN BRANCH `���� To SIZE SIZE D- Q. (IN.) (IN.) L (FT.) 4 4 F.O. 4 6 10 4 < LESS I F.O. 8 8 30 6 < LESS F.O. 10 10 48 8 14 6 < LESS F.O. 12 12 65 10 35 8 < LESS F.O. 16 16 100 12 40 10 < LESS F.O. 20 20 130 16 80 12 < LESS F.O. 24 24 130 20 90 16 40 12 < LESS F.O. 30 30 140 24 80 20 50 16 < LESS F.O. 36 36 180 30 120 24 50 20 < LESS F.O. 42 42 220 36 160 30 80 24 40 20 < LESS F.O. 48 48 250 42 180 36 90 30 40 24 < LESS F.O. F.O. = FITTING ONLY TEE BOLT PLAIN END P.V.C. .4011.0�M-J- D.I. FITTINGS RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT TYPICAL PROFILE TYPICAL PROFILE BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS SECTION W/MECHANICAL RESTRAINERS L� REDUCER MECHANICAL JOINT SLEEVES NO. OF TIE RODS REQUIRED TIE RODS y . ° 3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD) 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD) 14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD) a'3 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD) * PrPLUG 30" - 36" DIAMETER MAIN - 14 TI= RODS REQUIRED PER JOINT (1" ROD) 42" - 48" DIAMETER MAIN - 16 T1= RODS REQUIRED PER JOINT (1 1/4" ROD) 54" DIAMETER MAIN - 18 TI RODS REQUIRED PER JOINT (1 1/4" ROD) DEAD — END THRUST COLLAR ANCHOR TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37. GENERAL NOTE: -- 1. PAY ITEM " * " DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EA --H BASIS, 2. PAY ITEM " * " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNI ' PRICE BID FOR FITTING OR VALVE. 3. INDICATES DIRECTION OF THRUST FORCE. MECHANICAL RESTRAINT DETAILS - I JANUARY 2015 PLATE S -38C 0 UPPER BEND ANGLE OF 450 DIRECTION CHANGE RUN c� z w J 0 Z Qw ry F- U)O wW �w z U) I— w w LL CQ L TEE -ANGLE OF DIRECTION CHANGE HORIZONTAL BEND ANGLE OF 45' Li DIRECTION CHANGE VERTICAL OFFSET PROFILE Imk?-11 rel" L L Lj RUN NOTES: VALVE 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 6 FEET (MIN.). THE PROJECT ENGINEER CAN INCREASE THIS LENGTH TO REDUCE THE NUMBER OF RESTRAINS REQUIRED. ANY CHANGES TO THIS TABLE MUST BE SUMMITTED TO JEA FOR APPROVAL. 2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. 3. PAY ITEM "`*" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. MECHANICAL RESTRAINT DETAILS - I JANUARY 2015 PLATE S -38D cn z O Ln w ry w Q 0 z z 0 w F w m z � 0 w w � z a w of ❑ LL E E c a E E 0 U e a 'It o Q N w U Q z z U) z¢ Q Z w o � Q cr Q U a 0 v; U) O I—O z w z Lu _ -t W L0 Z 0 o = v; Z � cl • 0 17 �y. ice. +'• ....... '"' " • i .� STATE OF •10V �9< Fs�'A LL O `���� To ti9 D- Q. 0 w co LOWER BEND ANGLE OF 45' Li DIRECTION CHANGE VERTICAL OFFSET PROFILE Imk?-11 rel" L L Lj RUN NOTES: VALVE 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 6 FEET (MIN.). THE PROJECT ENGINEER CAN INCREASE THIS LENGTH TO REDUCE THE NUMBER OF RESTRAINS REQUIRED. ANY CHANGES TO THIS TABLE MUST BE SUMMITTED TO JEA FOR APPROVAL. 2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. 3. PAY ITEM "`*" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. MECHANICAL RESTRAINT DETAILS - I JANUARY 2015 PLATE S -38D cn z O Ln w ry w Q 0 z z 0 w F w m z � 0 w w � z a w of ❑ LL E E c a E E 0 U e a 'It o Q N w U Q z z U) z¢ Q Z w o � Q cr Q U a 0 v; U) O I—O z w z Lu _ -t W L0 Z 0 o = v; Z � cl • 0 17 �y. ice. +'• ....... '"' " • i .� STATE OF •10V �9< N E a O I C7 N N +1 of i Oi 3 � O N C 0 �I 0 -H Q) 9 9 0 3 a� u� 0 al w I .o (1) Q w F - Z W G' ry D d 0 U Q W CQ C) 1- Z Q FF_ a Lij c� F -- Q 0 I 0 0 i a� NOTE: ANGLE BETWEEN INFLUENT FORCE MAIN AND GRAVITY EFFLUENT PIPE SHALL BE BETWEEN 135° - 180° UNLESS APPROVED OTHERWISE BY JEA. --%, F_ _ LOW GRAVITY EFFLUENT PLAN FORCE MAIN (INFLUENT) FORM CONCRETE CHANNELS TO FORM EASY FLOW CURVES FLOW GRAVITY INFLUENT GATE VALVE (4" MIN) SECTION TYPICAL FORCE MAIN CONNECTION TO MANHOLE JANUARY 2015 PLATE S-18 4" OR LARGER BRANCH FORCE MAIN SEE PLATE S -49A LOCATE WIRE BOX UTILIZING LOCATE WIRE BOX UTILIZING CO -POLYMER METER BOX VALVE BOX W/VALVE LOCATE WIRE BOX ( CONNECT WIRES TOGETHER WITH SEE PLATE S -49B UTILIZING VALVE WIRE NUT) (SEE NOTE #8) BOX W/VALVE SEE LOCATE WIRE SHALL PLATE S -49B TERMINATE IN LOCATE WIRE BOX DUCT TAPE OR ZIPPER TYPE PLASTIC TIES DEAD END 41 PLUGGED WATER MAIN 10' MAXI 475' MAX (NOTE 4) 475' MAX (NOTE 4) LOCATE WIRE SYSTEM NOTES: 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC (PRESSURE MAINS). LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE). 2. SECURE LOCATING WIRE TO PVC FORCE MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM DISTANCE OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR FITTING. 3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PAVEMENT AREAS, TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA. 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE) OR A METER BOX (IF NO VALVE ) AT 475' INTERVALS. SEE DETAIL PLATE S -49B. WIRE CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE AVOIDED. 5. LOCATING WIRE SHALL BE 12 GAUGE COPPER WIRE WITH .03 INCHES (MINUMUM) HDPE INSULATION THICKNESS, 0.141 INCHES (MINIMUN) O.D. RATED BREAK LOAD 250LBS., OF RATED (DIRECT BURIAL), GREEN COLOR. FOR HDD INSTALLATIONS, THE LOCATE WIRE SHALL BE COPPER CODED STEEL AS SPECIFIED IN SPEC. SECTION 750. 6. INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. 7. INDICATES A WIRE PIG -TAIL (12" LONG) 8. AN "LW LX`EWjICI' MU L.11 UTI FORCE MAINS JANUARY 2015 PLATE S-49 P6,INT COVER AND INSIDE OF BOX GREEN -� C MPACTED EARTH (TYP) VALVE BOX & COVER (TYP) PROVIDE GREEN PAINT TO �� THE INSIDE OF THE TOP SECTION '��� OF THE BOX (NOTE #5) 6" PVC RISER PIPE (LENGTH AS REQUIRED) PROVIDE "V" CUT IN TOP OF 6" RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX PLASTIC DEBRIS SHIELD REQUIRED ON ALL VALVES 12" AND SMALLER (SEE NOTE #8) RESTRAINED MECHANICAL JOINT (TYP) / UNDISTURBED EARTH NOTES: APPLY GROUT TO FILL ANNULAR SPACE BETWEEN VALVE BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE m PAD 4" THICK (SEE SPEC) SET ON m"'♦ sew '` COMPACTED EARTH, (SEE NOTE# 6) VALVE BOX ADJUSTMENT (SEE NOTE# 5) FINISHED GRADE N > ELECTRONIC LOCATE BALL MARKER � LOCATED WITHIN 12" FROM C° RISER PIPE (NOTE#10) �---- GATE VALVE W/ 2" OPERATING NUT (NOTE #4) r- PIPE W/ LOCATING WIRE 12" (MIN) LAYER OF #57 STONE (REQUIRED FOR VALVES 20" AND LARGER, (NOTE #7) 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAIL S-49). 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. 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 BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE 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 "SEWER", 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-1404XR FOR SEWER). SEWER VALVE DETAIL JAN U RY 2015 PLATE S-30 BOX ACCESS (SEE NOTE #2) BRANCH VALVE BOX OR LOCATE BOX REQUIRED (SEE NOTE #1) "V" CUT IN 6" PVC PIPE RISER 6" PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN LOCATING WIRE FORCE MAIN 10' MAX SPACING SECURE WIRE TO PIPE WITH DUCT TAPE OR ZIPPER TEE OR SADDLE TYPE PLASTIC TIE STRAPS 4" AND LARGER BRANCH MAIN BRANCH FORCE MAIN (4" AND LARGER SEWER MAIN) NOTE: 1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE SECTION (SEE S-30). L JANUARY 2015PLATE *CATE WIRE • BRANCH MAIN ,.. MECHANICAL JOINT TEE - ROUTE LOCATE WIRE IN - VALVE BOX (SEE S-49) MECHANICAL JOINT VALVE STUB OUT LENGTH SHALL BE 20 L.F.(MIN.) WITH JOINT RESTRAINTS THREADED STEEL ROD --� W/NUT & LOCK WASHERS (TYP) (LENGTH AS REQUIRED) PLUG ANCHOR STRAP -^ LOCATE WIRE (TO BOX) - - - (i PIPE THREADED STEEL ROD W/NUTS & U) WASHERS (TYP) LENGTH AS REQUIRED O MECHANICAL JOINT TEE On � ' Y�90°THREADED EYE BOLTS W/NUTS PIPE BELL RESTRAINT ( SOCKET CLAMP WITH SOCKET CLAMP WASHERS (TYP.) MECHANICAL JOINT PLUG (SEE NOTE#2) A -� A PLAN SECTION "A -A'• NOTES: 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED. 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: 3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD) 10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD) 14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD) 18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD) 24" DIAMETER MAIN -12 TIE RODS REQUIRED PER JOINT (3/4" ROD) 30 36" DIAMETER MAIN -14 TIE RODS REQUIRED PER JOINT (1" ROD) 42" - 48" DIAMETER MAIN -16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) 54" DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE. THE STUB OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE. PLUGGED DEAD END USING MECHANICAL STRAI NTS JANUARY 2015 PLATE S-44 CONNECT WIRE TOGETHER--� WITH ELECTRICAL WIRE NUT. PROVIDE 12" PIG TAIL BOX ACCESS (SEE NOTE #1) VALVE BOX LOCATE WIRE DUCT TAPE OR ZIPPER TYPE FORCE MAIN PLASTIC TIE STRAPS --\ LOCATE' • INSTALL CO -POLYMER METER BOX WITH - HEAVY -DUTY IRON LID (PAINT TOP OF LID) (POSITION BOX PARALLEL WITH MAIN) CONNECT WIRES TOGETHER WITH PROVIDE 3" THICK ELECTRICAL WIRE NUT. (PROVIDE GRAVEL BOTTOM 12" LONG PIGTAIL ENDS) 2" PVC RISER PIPE LOCATING WIRE (ROUTED IN PIPE) DUCT TAPE OR ZIPPER TYPE FORCE MAIN PLASTIC TIE STRAPS LOCATE WIRE BOX UTILIZING METER BOX NOTES: 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE (SEE S-30). LOCATE WIRE BOX JANUARY 2015 PLATE S -49B U, m Z w 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 r m � m o Z z w v ui U) d ¢ _ E E � N C E E O U _J Q o ❑ N W F- O Q Z) U) Z Q O Z 6i O F- Q cr- Q U LU w Z 00 = uo W L0 Z F- O = �U) Z m No. Date Ra y K 6 d � i ' TATE OF DATE. n 1A rn 3 L7 F- W W 1� Z d V) H O Z C7 O O d- / Z W rY Iy D lJ 0 Q U z U Q W M U I-- Z d J Q W t - Q U I 0 I 0 O j 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 No. Date Revkdw tf�```ijtt1it511t e f 1 u u' f's rp��4j'''`'rs � 3 0.62576 8 H E E Y NOTES: BINDING WIRE STAKED AND ENTRENCHED OR TWINE STRAW BALE 48" MIN. METAL FENCE POSTS DRIVEN WOVEN WIRE FENCE INTO GROUND A MIN. OF 2'-0" GRAVEL (12" MIN. DEPTH) 1. EXCAVATE THE TRENCH COMPACTED SOIL TO 2. PLACE AND STAKE STRAW BALES - - PREVENT PIPING (MIN. 14 GAUGE; 6" MAX. 10' o.c 3. WEDGE LOOSE STRAW BETWEEN BALES / • MESH SPACING) FILTER CLOTH ( MIRAFI, POLYFILTER X 18"MIN. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. I I ( I (MAX.) OR APPROVED EQUAL) RUNOFF WATER I SEDIMENT LADEN I' I ZE W/SEDIMENTS SEDIMENT FILTERED RUNOFF II I� RUNOFF t ) �' __ :t 00 l) I c�J PO :,t' FILTERCLOTH ti TRENCH u O = W :.a �:•:•Ai:•. I ( � � '�.I.. .:I ..I. - I P ��G QJ y :};fps; e: �,•`ir_, ir%+1'X„- f c r r t 7: !�.?•,i.w.'.. cti?.A.,e:+.r..r.;•t x.�.•-3.j�; - -�7'��•7�- �-�-I• - - itis(•:: - - I�Iy _ _ III } �-'t::•_'.�Y:'Pti.•.'i+'�'i •:�t�Ti�-i jam/ BACKFILL TRENCH WITH CONSTRUCTIOi N A EARTH AFTER PLACING O�/� RE I -r _I I .? a: : n:: R. I -1 �- .6': 'iii. - _ _ _ I �� ll I I I I I 1 U I (-I I I .L.:.Y r , r,✓.: ,•+,, .: ?.:5::,..... -i itawi r•F:2 . ,.A ... ,.•-.: �: ..4-!<.'.' `• FILTER CLOTH Q�OAA 0"L� I . fCr _� `r : ` `::, Y:?� FILTERED WATER WIRE MESH r I r� :'' 'r:.Y` `'�)"• .;,.. 6" MINIMUM CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE y •.� `j `} ;•r ; _n„; r- 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A A SPACED EVERY 24"x 24". B t 2"-3" STONE MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT OF PROPOSED CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. SPECIFIC APPLICATION ENTRANCE DRIVE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN THIS METHOD OF INLE F PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS FUNCTIONAL CONDITION. ARE EXPECTED, BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION INCONVENIENCE OR AMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. POINTS 'A' SHOULD BE HIGHER THAN POINT'B' WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY V I INLET 1 TILT T A AILT T U N ENTRANCE TA DROP INLET W/GRATE DROP INLETW/GRATE EROSION AND SEDIMENT CONTROL NOTES ® O O a 0 13 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs a II I U) I UI i I I 4I I III 1 I IIII III III III III Ili I I ,Ili! 1III I I I Ili III II q not reusable on-site and assuringIan alignment and rade in made as needed. g all ditches and swales at completion of construction. 22. Sediment shall be removed and the trap restored to its 2. The site Contractor is responsible for removing the temporary original dimensions when the sediment has accumulated to 1/2 0 o erosion and sediment control devices after completion of the design depth of the trap. Removed sediment shall be construction and only when areas have been stabilized. deposited in a suitable area and in such a manner that it will 13 p not erode. 3. Additional Protection - On-site protection must be 13 ® n n provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion AI 1 I I 111 I I hl 1 11104 l I I I IIL� l 14I 1 hl 1 confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, I I I I II j I III II'�III I I IIIIII III I I IIII Ili IIII I Illjlli)lll I I II specifications and St. Johns River Water Management District 4. Contractor shall ensure that all drainage structures, pipes, Permit. STAKES I FILTERED � STRAW BALES STAKED etc., are cleaned out and working properly at time of acceptance. 24. For additional information on sediment and erosion control P WATER W/ 2 STAKES PER BALE refer to "The Florida Development Manual - A Guide to Sound BURLAP FABRIC 5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management" from the State of Florida RUNOFF WATER �� COMPACTE TO PREVEN SOIL STAKED PIPING STRAW BALE extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation (FDER), Chapter 6. structure. Hardware cloth or comparable wire mesh with 1/2- ' 25. Erosion barriers be W/SEDIMENTS RUNG FILTERED F WATER WATER inch openings shall be used. If more than one strip of mesh and sediment control shall placed adjacent is necessary, the strips shall be overlapped. to all wetland areas where there is potential for downstream W/SED MENTS I IIID I IIID _._. I' water quality degradation. See detail sheet for typical 6. FDOT No. 1 be the construction. coarse aggregate shall placed over wire mesh as indicated on detail. The depth of stone shall be at least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed, fertilized, mulched and shall extend beyond the inlet opening at least 18 inches on maintained until a permanent vegetative covers established. BURIED BURLAP FABRIC.::v:...: DROP INLET all sides. _ __ _ 27. Sod shall be placed in areas which may require immediate ..:.:. :Q..Q. W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and no longer adequately performs its function, the stones must be maintained. SPECIFIC APPLICATION pulled away from the inlet, cleaned and replaced. 28. Any discharge from dewatering activity shall be filtered and THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY 8. Bales shall be either wire -bound or string -tied with the conveyed to the outfall in a manner which prevents erosion and FLAT AREA ( SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS SPECIFIC APPLICATION bindings oriented around the sides rather than over and under transportation of suspended solids to the receiving outfall. (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS THIS METHOD F INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A the bales. 29. Dewatering pumps shall not exceed the capacity of that which RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. - - - - RELATIVELY F AT AREA ( SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND 9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St. Johns River FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO inlet, with the ends of adjacent bales pressed together. Water Management District. INLETS RECEI ING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 10. The filter barrier shall be entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction, silt trench shall be excavated around the inlet and width of abale screens, hay bales and grassing. All fill slopes 4H:1V or to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. INLET LT BURLAPDROP SEDIMENT i7 •� STRAW bb r i',l I T FILTER the excavated soil shall be backfilled and compacted against FLOW the filter barrier. 31. All dewatering, erosion, and sediment control to remain in place after completion of construction and be removed only when FLOW j 11. Each bale shall be securely anchored and held in place by at areas have been stabilized. \� N��/�� �� _ _ _ least two stakes or rebars driven through the bale. Q�'//�� - _ -" - 32. This plan indicates the minimum erosion and sediment control \�� /✓/ ��\� x = _ _ _ „' 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is from entering between bales. responsible for meeting all applicable rules, regulations and water quality guidelines and may need to install additional 13. Close attention shall be to the repair of damaged bales, controls. paid end runs and undercutting beneath bales. FLOW��i � I�\�\ FLOW _ -_ _ ' _ _ _ -- 33. All excavations and earthwork shall be done in a manner to �; 14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be �= `' accomplished promptly. controlled and rerouted through hay filters, siltation diapers - ---�1'-- „! _ and sumps. The Contractor shall be responsible for the --"� --- J^ 15. Sediment deposits should be removed after each rainfall. They prevention, correction, control and abatement of erosion and SEDWEFOUR LADEN 1 -FOOT WIDE STRIPS OF SOD must be removed when the level of deposition reaches water pollution in accordance with Chapter 17-3, Florida RUNOFF T DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximately one-half the height of the barrier. Administrative Code. REQUIRED MIN. I'- MAX. 2' 16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment RUNOFF WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by - � �-� � �_ W/SEDIMENTS FILTERED WATER the existing grade, prepared and seeded. raising channel bottoms and/or clogging outfall culverts. -� I ISI � �- _• MAX. SL V- 17. Silt fences, straw bale barriers and filter barriers shall be inspected 35. The Contractor shall pay for any water quality control 3:1 . - .• ` ^y: .i ;.: 'Ij'���j- - - - _ -) ( -1 I �� 11 I -I I III III• immediately after each rainfall and at least daily during prolonged violations from any agency that results in fines being rainfall. Any required repairs shall be made immediately. assessed to the owner because of the Contractor's failure to . 1 I I� x I ITIS ' from T'I'f eliminate turbid runoff leaving the site and raising STORM WATER WITH = EEP OL !�� I' FOR :: A: 18. Should the fabric on a silt fence or filter barrier decompose background levels. LARGER PARTICLES EWATERI - I LARGER PARTICLES REMOVED �� SETTLE OUT .Q. a or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, DRAIN INLET - replaced promptly. including any applicable NPDES permits. ' •_ • '_ • '•-+'_ � - SPECIFIC APPLICATION 19. Any sediment deposits remaining in place after the silt fence THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed to conform with the existing grade, prepared and seeded. SPECIFIC APPLICATION PERM NENT SEEDING, TO PROTECT THE INLET FROM SEDIMENT AND MULCH THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND MATEF IALS UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. 20. The Environmental Protection Agency (EPA) has issued to Florida a National Pollutant Discharge Elimination System (NPDES) General WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. Permit for certain Stromwater discharges. This NPDES program requires that if the magitude of construction sctivities covered by the general permit are above certain thresholds, then a Storm Water Pollution Prevention Plan (SWPPP) is required. Also involved are certain certification, notification, inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992 & titled "Storm Water Management for Construction Activities -Developing Pollution Prevention Plans & Best Management Practices. It is the Contractor's responsibility to determine if this project requires an NPDES application and notification and, if necessary, prepare, submit and maintain the required documentation in compliance with the EPA guidelines and criteria. IL 11 VA�ATDRW TSEDIMENT TRAP INLETSVD DROW SEDIMENT 1ER = T 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 No. Date Revkdw tf�```ijtt1it511t e f 1 u u' f's rp��4j'''`'rs � 3 0.62576 8 H E E Y �J� 0 0 CITY'S �I- REQUIREMENTS SITE DESCRIPTION PROJECT NAME AND LOCATION: OWNER NAME AND ADDRESS: DESCRIPTION: SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING, EARTHWORK, PAVEMENT AND GRADING; STORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING AND SEEDING. RUNOFF CURVE NUMBERS: 1. PRE -CONSTRUCTION a - 2. DURING CONSTRUCTION = - 3. POST -CONSTRUCTION = - SOILS. SEE SOIL BORING REPORT FOR SOILS DATA SITE MAPS: * SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. + SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS + SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. SITE AREA: 1. TOTAL AREA OF SITE _ ! Ac. 2. TOTAL AREA TO BE DISTURBED = Ac. NAME OF RECEIVING WATERS: CONTROLS THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORM WATER MANAGEMENT STORM WATER DRAINAGE WALL BE PROVIDED BY (DESRIPTION:) COABMS4 FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WIZEN CONSTRUCTION IS COMPLETE, A TOTAL OF - ACRES WILL HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A - DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. TIMING OF CONTROLS/MEASURES REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TIMING OF CONTROL/MEASURES. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. D.E.R. DREDGE/FILL PERMIT # C,O.E. DREDGE/FILL PERMIT # S.J.R.W.M.D. M.S.S.W. PERMITy POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNED: CITY ENGINEER DATED: W A T E R P O L L U T I O N P R E V E N T I O N CONTRACTOR'S REQUIREMENTS GENERAL THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, HAZARDOUS MATERIALS. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT THE GROUND. UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED CONTAIN IMPORTANT PRODUCT INFORMATION. OF THE JOU. WHICHEVER COMES FIRST. IN ACCORDANCE TO CITY STANDARD DETAIL D-914. REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION FOLLOWED.. - * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STO PIUNG MATERIAL' NO EXCAVATED MATERIAL SHALL BE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY STO PILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY THE ROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE EROSION PLANS, OR STORM WATER MANAGEMENT PLANS, coLL,,CnON FACIUTY. REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREELIED YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS THE SYSTEM INTO OPERATION. 6. EXPOSED AREA UMITA71ON: THE SURFACE AREA OF OPEN, RAW ERODIBLE RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL WHO WALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR SEQUENCE OF MAJOR ACTIVITIES' MAINTENANCE REPORT. EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. SEALABLE PLASTIC BIN TO AVOID SPILLS. RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: WORKING ORDER. ADDITIONAL AREAS WALL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. OF S ' IMENTS. 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION ENTRANCE CURBS & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM BALES AS REQUIRED 11. COMPLETE GRADING AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP BASIN 12. COMPLETE FINAL PAVING 8• TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT AND _THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND BASIN SEDIMENT FROM BASINS AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION AS PART OF THIS CERTIFICATION. WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY GRUBBING ACTIVITY IS COMPLETE AND THE COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WALL NOT 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY LATER COMPETE WITH THE PERMANENT GRASSING. 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD 8. FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE STABILIZE DENUDED AREAS AND AS REQUIRED SIZE OF THE SPILL. SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES STOCKPILES AS SOON AS PRACTICABLE LOOSE: MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO M AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) TIMING OF CONTROLS MEASURES SHALL, BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT FOR FERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. BASIN WALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPOf ARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPC RARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDIII AL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGET ITIVE COVER. AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE AND THE EARTH DIKE/SWALES WALL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 13. PERM VENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF CONTROLS THE P ROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF OFFSI E FACILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND 14. PERMANENT SEEDING. ALL AREAS WHICH HAVE BEEN DISTURBED BY TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE MAINTENANCE/INSPECTION PROCEDURES VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN QRS DED. ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMP RARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND i SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. v z� SITE BY THE REGULATORY AGENCIES. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN AN D AINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA. STABILIZATION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW INDEP NDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE DIKE: FOLLOWING LIMITATIONS: A. BL & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. AP LICABLE WHERE HEAVY FLOWS AND/OR MERE AN OVERFLOW 8. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR CA ACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. TH STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MATHS. CU B INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OF A D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE DR )P INLET SEDIMENT FILTER. BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GR VEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HE IVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE PO IDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE AGAINST WASHOUT. ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF 1N ONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY ARAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SE IMENT TRAP. LOCATION, MATERIAL & USAGE. C. DR INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW THE: INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD FOLLOWING LIMITATIONS; SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION OF THE FILTER FABRIC BARRIER. & SERI ENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATMNS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ON: TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIME4T BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. c i .r sv ' ` i i is-tk �� � � t „ s 7 3 i, �� _ . •1 1 s 3 I <_ ,� �1, ,. L i .. T, F. s, 'i:-< THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL, ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRAM WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY -TODAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY -TODAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: ❑ Concrete ❑ Fertilizers ❑ Wood ❑ Asphalt ❑ Petroleum Based Products ❑ Masonry Blocks ❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials ❑ Detergents ❑ Paints ❑ Metal Studs El SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. + THE SITE SUPERINTENDENT WALL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL.. • HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, HAZARDOUS MATERIALS. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT THE GROUND. RESEALABLE * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END CONTAIN IMPORTANT PRODUCT INFORMATION. OF THE JOU. WHICHEVER COMES FIRST. * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED.. - * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY PETROLEUM PRODUCTS THE INSPECTOR IS ATTACHED. ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED EROSION PLANS, OR STORM WATER MANAGEMENT PLANS, CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE USED ONSITE WILL BE APPACCORDING TO MANUFACTURER'S STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREELIED YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS FERTILIZERS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL WHO WALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE SEALABLE PLASTIC BIN TO AVOID SPILLS. RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. PAINTS SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER. STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS NON -STORM WATER DISCHARGES CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: SPILL CONTROL PRACTICES * WATER FROM WATER UNE FLUSHING IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). CLEANUP: ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE. CLEARLY POSTED ON SITE AND SITE PERSONNEL WALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH GLOVES, GOGGLES, UQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL), INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED SAND. SAWDUST. AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY AS PART OF THIS CERTIFICATION. FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO M PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE 01 OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING, THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER ONSITE. MAINTENANCE/INSPECTION PROCEDURES -V EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WALL BE w USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. v z� * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. y $ ALL CONTROL MEASURES WALL BE .INSPECTED BY THE SUPERINTENDENT, iii R 6 THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE _. till aIII l)n- t: � •i PSP mss,,.,, , <:,, �- �. �o d 76 g&iT)bjA0A P.E.° bid •'SCJ C W�' ." 3 H E EE T H U w 0 0: (L O 0 I Ln O N N U O 'D F - w w 0 Z Q w L- 0 Z 0 0 O rf- F-- Z w ry Q U x C� Q w m v Z Q J F -- Q W E- ''Qn l./ 0 I 0 O j t- / n Ll - 0 O O z w O z o a O m = w=o 0_ Z x w h h EL * m CL 04 J_ O O F zo z O O W � w N Y Q W WO C) J Q (L Z 0_ 0 Q ¢ 3 m O z N Z Z O \ 0 O F z U w F z Z O a O a 0 f - Q O a 0 (L o w Q w z D w U o o z 2 ¢ LI- Q �d N i a o 3 J Q F z U O Q \ (( w z ¢ w o CL N W >- m h U) Z O H U w 0 0: (L O 0 I Ln O N N U O 'D F - w w 0 Z Q w L- 0 Z 0 0 O rf- F-- Z w ry Q U x C� Q w m v Z Q J F -- Q W E- ''Qn l./ 0 I 0 O j t- / n LL - 0 Ll - 0 O O z w O z o a m = w=o 0_ Z x w O h EL * m CL 04 J_ O O J c zo z O O W � w Z Y Q D h C) W U Z Z 0_ 0 0_ Q ¢ m O N zo z >. o Z U 0 O F z 0 LL d Y N O a n � Z f - d O a > w Q w U o o z 2 ¢ LI- Q `W U O M LA J Q z V) O Q \ (( w z ¢ W >- m O 00 LJ LL - 0 U m 0 O O z w O z o a = w=o 0_ � 3iELLI O h EL N J_ O O J c O N N \ ; V) O Y Q D h N V W m 0 m O LL Z U 0 O d Y N 0 J W Z V) x U z J 3 W Y 0 a w w O 0 W D O W Q' V z Z Z a J Q W z d h N J w U Z V) v W w O LL- Ld m J O O f5 Z o clFri 0_ a h J z m 0 z d m x 0 Q U m C) W O LL w CL. 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If 0 c� a a Y Z W O m h Q W O h W z oN m m LL 0 a W z h Z W i w Z =O m a W 0 V)() w::) h o: w � U � m U � d Z U Y J O a � o_ w w w w � e m m �- U o-• W N w � � U ti.! J W m Q O � W W [] J � w O o o � w o N U x w O � Z d D W V) g Y O �� d' No. Date Revimm 0 h o a FN z_� 0 -J W h W L±� W d w Q U') um x 0f z 0 W z 0- 0 O N W zcnoZ ?m�itd 000� CL V Z Q ¢ W � aod0 zUzz QoO11. fh W Z � � _ � DJ }O�0_ 0] W WwZwQ� � W D � oa¢ED F5 P w Z OZ Y D W Ci0_O� P LIJ 0- . J m N3ow U � O D m (1) 0 K V) a oN�Q z Uoz� O F Q F- ~ V)�LU-Lw �FO z THIS DRAVVNG NOFELEASED T F OONSTRUOTION UNLESS 80 NOTED ABOVE SHEETTrrLE STORM ATER LL TI Y CERTIFICATION 00 Ulu TI 1```lttgtp till q l l l 11 llu/r�r-lrrr'' a � . °• 6'576 : U _ ' sr &f]PDMA PA (f rr�tl11I716i11:11tU'' z LJ If 0 c� a a Y Z W O m h Q W O h W z oN m m LL 0 a W z h Z W i w Z =O m a W 0 V)() w::) h o: w � U � m U � d Z U Y J O a � o_ w w w w � e m m �- U o-• W N w � � U ti.! J W m Q O � W W [] J � w O o o � w o N U x w O � Z d D W V) g Y O �� d' No. Date Revimm 0 h o a FN z_� 0 -J W h W L±� W d w Q U') um x 0f z 0 W z 0- 0 O N W zcnoZ ?m�itd 000� CL V Z Q ¢ W � aod0 zUzz QoO11. fh W Z � � _ � DJ }O�0_ 0] W WwZwQ� � W D � oa¢ED F5 P w Z OZ Y D W Ci0_O� P LIJ 0- . J m N3ow U � O D m (1) 0 K V) a oN�Q z Uoz� O F Q F- ~ V)�LU-Lw �FO z THIS DRAVVNG NOFELEASED T F OONSTRUOTION UNLESS 80 NOTED ABOVE SHEETTrrLE STORM ATER LL TI Y CERTIFICATION 00 Ulu TI 1```lttgtp till q l l l 11 llu/r�r-lrrr'' a � . °• 6'576 : U _ ' sr &f]PDMA PA (f rr�tl11I716i11:11tU'' h o: w � U � m U � d Z U Y J O a � o_ w w w w � e m m �- U o-• W N w � � U ti.! J W m Q O � W W [] J � w O o o � w o N U x w O � Z d D W V) g Y O �� d' No. Date Revimm 0 h o a FN z_� 0 -J W h W L±� W d w Q U') um x 0f z 0 W z 0- 0 O N W zcnoZ ?m�itd 000� CL V Z Q ¢ W � aod0 zUzz QoO11. fh W Z � � _ � DJ }O�0_ 0] W WwZwQ� � W D � oa¢ED F5 P w Z OZ Y D W Ci0_O� P LIJ 0- . 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J m N3ow U � O D m (1) 0 K V) a oN�Q z Uoz� O F Q F- ~ V)�LU-Lw �FO z THIS DRAVVNG NOFELEASED T F OONSTRUOTION UNLESS 80 NOTED ABOVE SHEETTrrLE STORM ATER LL TI Y CERTIFICATION 00 Ulu TI 1```lttgtp till q l l l 11 llu/r�r-lrrr'' a � . °• 6'576 : U _ ' sr &f]PDMA PA (f rr�tl11I716i11:11tU'' w a. ry Loo 0 N CI 41 0 0 L c 0 r7 L0 r- 0 V) M 0 3 In 0 -0 0 0 0 0 / METAL STRAP TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE 2'X4'XIS' WOOD PAD SECURED W/ METAL STRAPS DO NOT PENETRATE NAILS INTO TRUNCK 2'X4' WOOD BRACE NAILED TO PAD AND STAKE Q EA, PALM) 3' MULCH TO BE PLACED 1' BELOW GRADE - 3' TEMPORARY BERM 2'X4'X30' WOOD STAKE 12' A3 SAND/COMPOST MIXTURE COMPACTED EXIST. SOIL -BACKFILL METAL TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS vrmocn WITH TWINE 'X18' WOOD PAD SECURED IL STRAPS - PENETRATE NAILS JNK ]OD BRACE NAILED TO : STAKE (3 EA. PALM) TOP OF ROOTBALL 2 ]BABY BERM ABOVE BACKFILL 3' MULCH TO BE PLACED 1' BELOW GRADE 2'X4'X30' WOOD STAKE 12' SOIL MIX 1B' YARD SAND EDGE OF TREE PIT COMPACTED BACKFILL PALM TREE PLANTING DETAIL NOT TO SCALE y II' STURDIVANT AVENUE i 41' NORTH NORTH 26' NORTH (50' ROW) I STREET STREET - STREET FRONTAGE FRONTAGE FRONTAGE .......... _...... _.............. ._-s to'." "'•.,. • 6WUWUHu JiWJ SIJ.uu.iuiN'Ju4iuwutiCJL'uulluuW.u�.Y.�/ )T !tl k 0 PT �1_ 225' SOUTH STREET FRONTAGE I ATLANTIC BOULEVARD 1 (105' ROW) I 1 0 OPTI❑NAL TEMP. MULCH DAM 3/4' STRAP THROUGH 3/4' WIRE AROUND R❑❑TBAL (N❑ SOIL) CINCH BUCKLE TENSIONED OVER 2X4 3' MULCH BOARDH(LENGTH EQUALOOD T❑ S❑IL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) OR STOCKPILED LIMEROCK FREE TOPSOIL) TOP OF R013TBALL 2' EXISTING LIMEROCK-FREE SOIL OR ABOVE BACKFILL----�, YELLOW SAND (COMPACTED) r 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GR❑WN, ..-A SHRUB PLANTING DETAIL 145' NORTH // /� I STREET FRONTAGE r _ .. . ...................... + 3 TD-/ ... SWMF 0.12Ac •-4 UP j 37 PT �- �wQl DN�ic'VQ_l ........................... . ............. I MW SNCW APO WOOD FRAME FFFr&40 COVERM W j CONO `{ uuuumuwlw"uuww aw.u.uu,wuwuwwu �oaiu+uxm�os.eei �a�uumuu.uuuuu.uueiuu�.u.uu.uu�wuuu�uwuuuuuuu�uwiav.uu.uuau�uuwuuuuu.uu� 1 GATE STATION ATLANTIC BEACH - PLANT LIST PROPERTY QTY SYM M DESCRIPTION SIZE SPACINGNOTES* �M 0 D SALT TOLERANCE 4 Q QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN N, F N, FF, WW HIGH 3 0 LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 10'-12' X 6', 3 TRK ® 2'--' EA., 4' CT, MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM 3 Q TA TAXODIUM ASCENDENS "POND CYPRESS" 14'-16' x 7-9', 4" CAL., 6' CT, MATCHED AS SHOWN N, FYN, FF, WW MEDIUM 4 UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM 23 ' SP SA13AL PALMETTO "CABBAGE PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, FYN, FF, WW HIGH 5 SOUTH LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' x 10', 3 TRK, 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE HIGH 112 O LJ LIGUSTRUM JAPONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FY 4, FF, WW HIGH 73 Q PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OC. FY 4, FF, WW HIGH 26 ® IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16" x 16", FULL, MATCHED 36" OC. N, FYN? FF, WW HIGH 21 0 PM PODOCARPUS MACROPHYLLUS "JAPANESE YEW" 24" x 24", FULL, MATCHED 36" OC. FY 1 4, FF, WW MEDIUM 51 1491 ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 37 50 FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM 34 ++ + JP JUNIPERUS CHINENSIS ' PARSONII JUNIPER" 16" x 18", FULL, MATCHED 30" OC. FY I q, FF, WW MEDIUM NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON -SHADE TREES SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROV *PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS a NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) NOT TO SCALE f i ` ` -V qfp\'4'-" SINGLE OR MULTI -TRUNKED TREE ATER BAG IF NO AUTOMATIC IRRIGATION F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ALL NYLON STRING, STRAPS, & PLASTIC WRAP /--WOOD SCREW PTIONAL TEMP, MULCH DAM AROUND ROOTBAL (NO SOIL) 3' MULCH SOIL MIX 0/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) XISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE (ONE ON EACH SIDE OF ROOTBALL (ANCHOR SYSTEM 1) TREE PLANTING DETAIL PLANTING NOTES NOT TO SCALE 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk . density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions what lime/sulphur applications are needed ?if an y) and long-term survival of plant material. 3. All plant material shall -be, Florida Grade. No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. GATE STATION AT ATLANTIC BEACH -- LANDSCAPE REQUIREMENTS PROPERTY m GREEN AREA REQUIRED SF M F_ -� C �M 0 D D 0U z -{ 0 -Z-i D � 0 0 �J mI - 3798 x .25 = 950/9 ITl ` ` -V qfp\'4'-" SINGLE OR MULTI -TRUNKED TREE ATER BAG IF NO AUTOMATIC IRRIGATION F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ALL NYLON STRING, STRAPS, & PLASTIC WRAP /--WOOD SCREW PTIONAL TEMP, MULCH DAM AROUND ROOTBAL (NO SOIL) 3' MULCH SOIL MIX 0/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) XISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE (ONE ON EACH SIDE OF ROOTBALL (ANCHOR SYSTEM 1) TREE PLANTING DETAIL PLANTING NOTES NOT TO SCALE 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk . density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions what lime/sulphur applications are needed ?if an y) and long-term survival of plant material. 3. All plant material shall -be, Florida Grade. No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. GATE STATION AT ATLANTIC BEACH -- LANDSCAPE REQUIREMENTS PROPERTY FRONTAGE/ AREA GREEN AREA REQUIRED SF GREEN AREA PROV ID SF TREES REQ'D / SHADE REQ'D SHRUBS REQ'D SHRUBS PROV'D INTERIOR VUA 37,987 SF 3798 4051 10 / 5 3798 x .25 = 950/9 106 106+ STREET FRONTAGE NORTH 223 LF 2230 2444 5 / 3 223 x .75 = 169/3 56 56+ SOUTH 225 LF 2250 2608 5 / 3 223 x .75 = 169/3 56 56+ EAST 77 LF 770 989 2 / 1 77 x .75 = 58/3 19 19+ ADJACENT PROPERTY WEST 200 LF 1000 1491 4 / 2 200 x .75 = 150/3 50 50+ TOTAL 10048 1 11583 1 26 / 14 1 287 354 U -CHANNEL FENCE ONE ON EACH SIDE OF 'ER TREE) RAP FREE) 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer., All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from eop and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. PARKING TABLE USE REQUIRED PROVIDED AUTO SERVICE STATION 16 1 400sf RESTAURANT 19(1/4 SEATS AL ON -STREET PARKING TABLE EXISTING TOTAL 11 *THE NUMBER OF PARKING SPACES DEPICTED IN THIS SITE PLAN IS SUBJECT TO A DECISION IN CASE NO. 16 -2014 -CA -7714 PENDING IN THE CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL COUNTY, FLORIDA AS TO THE NUMBER OF PARKING SPACES TO WHICH ATLANTIC BEACH DINER IS ENTITLED UNDER ITS LEASE, AND IS SUBJECT TO MODIFICATION IF REQUIRED BY THAT DECISION. NOTE: ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, POLES, ETC., IN RIGHT-OF-WAY EASEMENT. CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS ,* 48 HOURS BEFORE YOU DIG CALL ^SrUNSHINE 1- w'2 -4770o 30 0 15 30 m37HE[AW/NR_ORIDA DATE OCTOBER 12 2015 PROJECT NO. 114001.01/ 30715 DESIGNED BY JOW DRAWN BY : JOW SCALE : 1:30 No. I Date I Revision 1 10-12-15 1 SITE DEVELOPMENT PLAN THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE LANDSCAPE PLAN `\ \W I L-1 LNET A00 08 ITM LL 12 Q S H E E T DAT : - -- a ,f y 10/12/2015 10:21:55 AM, Simes & Rosch, LLC 1 _ - .� -- :._ - - 0 0.2 0: 3` ; . 0.5 0.5 0.5 0.1 �fi 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 '0.1 0. 1 -_, - ^ + 0.3 / , 1 , i I0.3 +1.9 +2.0 ,',�I 2.1 2.4 ....... _ 1 ( { 0.o I I 0.3 3.3 3.2 1 =ri f +4 +3 - r I . [ P 's 0 4. 0.++5-_. 1 2 30 37 .5 + . t +2 '0 1 `� . 2 +J 2 +2.0 4.3 4.4 +4.1 +4 +2 +1 0.1 +2 +4 �-5 1 .2 2 4 : ;f _ _--__.T__ 46 -- I 10.0 0.0 ! ` +2.0 +3.5 +3.7 +4.8 °__+2.._0. +3..4 +3.2 +2.2 +1.3 , I _.. 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UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED) TOTAL SITE W/SF: 0.057 W/SF (ACTUAL) SALES CANOPY AREA: 5,928 S.F. SALES CANOPY WATTAGE: 3,556W (ALLOWED) _ SALES CANOPY WATTAGE: 3,46OW (ACTUAL) FBC BASELINE FOR ZONE 2: 0.60 W/SF (ALLOWED) TOTAL CANOPY W/SF: 0.58 W/SF (ACTUAL) 00 W. No. 51249 1 STA E OF - R F �'� cLQR0)P�\��4\ /ONA\-�� Digitally signed by David W Simes DN: c=US, o=ldenTrust ACES Business Representative, ou=SIMES AND ROSCH LLC, cn=David W Simes, 0.9.2342.19200300.100.1.1=A010980 0000014CC3F9DD99000122E5 Date: 2015.10.12 10:26:02 -04'00' . .. ... ... .. .... ENESINEEPUNG Simes & Rosch, LLC Consulting Engineers 3020 Hartley Road, Suite 100 Jacksonville, Florida 32257 FL. Cert. of Auth. 8107 Ph: (904) 260-3031 Fax: (904) 260-9273 No. Date Revision 1 10-12-15 SITE DEVELOPMENT PLAN TFUS �DRAWING NOTFOR CONSTRUCTION ABOVE SFEET TITLE DATE