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GATE CIVIL PLANS-1st Submittal P TR U MR a Aff MR AF in VU V co (C.0 AIM A& A �I � LANNkNT L3 ' A mm`& � # & 72=mA0% 100 V wHE b U 'mmkL11 AwD 170-ow Am' La ak 4"' b4l N I U b w A R AL —4 ZLMM bo A A UV FAN 5 0:1 , A ANTIC BLVD RE# 170678 ........... tz .......... Uj 0- Atlantic Blvd- 4 CL V, 4�',%i 3ri-��, .. ..............- �A -x F�AOJECT ............ I............ L.0,CATIvfl , Sea gat6 A��, A ,g, C14 A 144 Ve C-4 v E a, C5 U J�, ILA 0 Bi Ca 0 CD 0 N Cq %Vff I C IN'I TYA' MA A P 0 NTS CP% ry 00%,MEW& TU 0 H A W I NES IN'[N)E)(ff PROSSER COVER SHEET Community- Management- Energy- Relationships SURVEY 0 C1.0 GENERAL NOTES 4- C2.0 EXIST. CONDITIONS/DEMOLITION PLAN 13901 Sutton Park Drive South, Suite 200 C3.0 SITE LAYOUT PLAN C4.0 PAVING, GRADING AND DRAINAGE PLAN C5.0 UTILITY PLAN Jacksonville, Florida 32224-0229 C6.1—C6.2 GRADING AND DRAINAGE DETAILS .2 LS C7.1—C7.1 I UTILITY DETAI C8.0 EROSION AND SEDIMENT CONTROL DETAILS ry p "4339.U55 f WrA.3413 e-1nfo@prorArha11o&com C9.0 STORMWATER POLLUTION PREVENTION PLAN C10.0 STORMWATER POLLUTION PREVENTION PLAN 01 Fla. Certificate of Authorization No.: 00004050 —CONTRACTORS CERTIFICATION Uj 1-1 1 r NOT A PROSSER WORK PRODUCT L-1 LANDSCAPE PLAN IR-1 IRRIGATION PLAN E M (D PHOTOMETRIC PLAN Cy) 0 ISSUED: OCTOBER 12, 2015 F: ENGINEER OF RECORD: z ......it, < 0 No. Date Revision R'D ��, E Name:J. Bradford�(ad_ F: #62576 uEN=. 71�, LU 1 10-12-15 CITY OF ATLANTIC BEACH 0 < NO.62576 0 Signature: te. IOU —a tTATE Ul- *x" 0 0 OR 0� Prosser No. 114001.01 0 L M A& %JT M IVE I I F= %J I A I I N W MINOR tiMUMTOMOT1 E ERVICE Ic CH smomb, 5 L N111C k3L D wt�: 17 vt% 8 0000 L Map Sh owing 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 STURDIVANT AVENUE (50, R/W) ASPHALT ASPHALT lzo' CONC FLUME CB CONC DRIVE FND 1/2- IP CONC DRIVE 350' (P) Fc-B-1 (s NO ID CONC DRIVE S89*24'20*W 0.67' S 349.850 DHU n 11 2*6' nwi i nw n —null_nuil— '' 1 39.27 1 D.0 49.5' FND 1/2' IP S89*24'20"W [U—nwii 37.5' 55.0' 2. 21.2' 13-0' g CR 44.9� 1 150.18' (IP TO IP) ONG "LB 3672* Sly R/W LINE - 50.00. (P 15 9' 1911F� 0 FND-1/2- REBAR 49.7:e (A) 50.28! (A) 49.73' (A) 50.00' (P&A) 0 6-WBF GATE vaj ASPHALT 1.4! S NO ID 5V (P) 50' (P) SET 1/2- IP CONC TR SFORMER PAD-,\E E3 50' (P) CLARY ASSOC" DUMPSTER L 3: ND 1/2- IP AREA 'DURDEN LB 1048" 10' EASEMENT FOR 0.03: W DRAINAGE & UTILITIES 0.25 N CONC A/C PA�D 6' F O.R.B. 4513, PG. 364 (D (48.1] 59.8' (D GRASS VERHANG c __FON�F CONC_T_ (Q)- I IFONJ �__CONC F_ 1[100.8'] _j 141.2' 1 < CONC A/C PADJ IBERGLASS A/C PAD 3: ASPHALT C.A/C PAD LASTIC A/C PAD W < 404 807 1 808 z 809 *00. 00 806 0!a to ��_s 803 804 805 88 800 801 8 2 b a) S14 a Q! 0 0 �2 - Im 0 ff 0 CD (n W z 1 AND 2 STORY BLOCK AND STUCCO BUILDING ASPHALT >j Q W BE > N CONC BLOCK WALL.. 0- CO W 14.5- . W z 44.3' SECOND STORY COVERED WALKWAY.1 COVERED CONC WALK BELOW 4- CLF il I _7___ 0.3' N .... — — — — — — — — — — — — — — — — — — — 6.7' 192.9' Z6 b (P&A) 49.87- (A 4' CLF W > N89*24'46"E 100.00 Ni9 4 4 CLF N8972f 46 E ASPHALT 0.. 50' (P) 0.5- W �* S _j 50-OW,(P&A) 0'4� S 0, .............. 0) ! 1 C4 W 0 6' VINYL N;.c � i I I - FENCE 9.4! j5 2 0.6' E C-4 3 a. (j) E z 9.7 Pz 6' WBF, 6' WBF 6.7 V en fli s N 0 OD 34.3! (L (n <0 tz -1 1- - I tan, V) WBF %_0_ Ad C) a. GATE ASPHALT 2 X > < C)b mcn — c; <V) 0 _j 0 6' VINYL 0) (n cn 6 FENCE ASPHALT !2 Z 0.6' E co Ad 0 Ll C4 \0 U_ It Z. 79 796 1 797 1 798 1 799 00 <_ W En 0; a. cl ONC , 793 7 4 1 1 te 0. <V) 1 788 1 789 790 91 1 79 1 1 !6 !0 785 '14 1 _j 78 1 STORY STUCCO 784 to 0) 00 V) b 786 0 C5 7 AND WOOD FRAMI 780 1 781 1 -782 1 783 N 60 0 - CEC 0 W c 0i- z CON 6 0 W Uj 0 cn U _j 3: -1 1 1 1 1 1 1 8 ell, I I z ft -T— c o W El.q cn 32.5' W mo_z V) 2 STORY S AND WOOD FRAME ;TUCCO (D 3.2 6' VINYL 0 COVERED CONIC FENCE 0i 0.8' E 49.0� cl GATE--' I I CONC ASPHALT I tt n I CURB C4 te I ASPHALT r N89*25'1 2"E 2.3'-) — I I 1 189.7' N89 100.00- (P&A IL N89-25-12-E 50.00- (P&A) �,L 50.00' (P&A) k 7 4' Z_ 300.08 E-23 mw — J f �_GRASS 300' �P *25'1 2"E I *t 1 * IR N89*25'12*E N-LY R/W LINE NO JO I CONC WALK CONC DRIVE CONC WALK I-, CONC WALK CONC DRIVE CONC WALK CONC DRIVE GONG WALK CONC DRIVE HU—DHU— OHU— — 0HU-0HU BGV-F0 0HU-0HU 0HU_ U—OHU _0HU -OHU 0HU_0HU-0HU-0HU 2' CONC CURB 2- CONC (.'tJW13 ASPHALT ASPHALT ATLANTIC BOULEVARD (l 05' R/W) LEGEND GRAPHIC SCALE FIRST AMERICAN TITLE INSURANCE COMPANY R/W = RIGHT OF WAY 20 0 10 20 40 80 FILE NUMBER 2080-3202172 P.B. = PLAT BOOK EFFECTIVE DATE: JULY 10, 2014 IP = IRON PIPE SCHEDULE B — SEC11ON 2 IR = IRON ROD CLIF = CHAIN LINK FENCE CONC = CONCRETE IN FEET EXCEPTION RECORDED DESCRIPTION COMMENTS GENERAL NOTES OHU = OVERHEAD UTILITY 1 inch 20 ft. NUMBER DOCUMENT FND = FOUND 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF WBF = WOOD BOARD FENCE 9 DEED BOOK 827, PAGE 90 RESTRIC11VE AGREEMENT DOES NOT AFFECT ATLANTIC BOULEVARD AS N89*25'12"E PER STATE PLANE COORDINATE SYSTEM, BFP = BACKFLOW PREVENTER BLANKETS LOTS 789, 790, 793, 794, 803, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. BGV = BELOW GROUND VAULT 805, 807. 808 & 809; 5' PERPETUAL EASEMENT FOC = FIBER OPTIC CABLE ON LOTS 789, 790, 793, 794, 798, 808 & 809 2. INTERIOR IMPROVEMENTS NOT LOCATED E)XCEPT AS SHOWN. CB = CATCH BASIN SHOWN HEREON 3. THIS SURVEY ONLY SHOWS IMPROVE _S/STRUCTUIRES SITUATED ABOVE A = ACTUAL MENI P = PLAT 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT GROUND. BELOW GROUND IMPROVEMENTS/STIRUCTURES, IF ANY, ARE NOT 43 = MAILBOX FROM LOTS 803, 805 & 807 SHOWN OR LOCATED. o = GUARD POST 11 O.R.B. 4513, PG. 364 EASEMENT FOR DRAINAGE AND UTILITIES SHOWN ON LOTS 805 & 806 E 'Y' (AREA DETERMINED TO BE = LIGHT POLE 13 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKETS SITE 4. THE LANDS SHOWN HEREON LIE WITHIN Z(ON = SANITARY SEWER MANHOLE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD [103.8'] = PERPENDICULAR BUILDING TIE 14 O.R.B. 13362, PG. 1476 ASSIGNMENT BLANKETS SITE INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. 0 = NUMBER OF REGULAR PARKING SPACES 11-03-14 JRS N/A REMSED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. = HANDICAP PARKING SPACE REMSION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. --cr-= SIGN (D = CLEAN OUT THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL UTILIZE THE GRAPHIC SCALE AS SHOWN. cm = PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF @ = WATER VALVE COVER AGRICULTURE AND CONSUMER SERVICES. IN CHAPTER 5J-17, 0 '6. SITE SHOWN HEREON CONTAINS 64,974 SQUARE FEET (1.492 ACRES). ' FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION EM3 = WATER METER 472.027. FLORIDA STATUTES, UNLESS OTHERWISE SHOWN AND STATED HEREW = TELEPHONE PEDESTAL = POWER POLE THIS DRAWING SKETCH PLAT OR MAP IS NOT VAUD cn X = FOUND X-CUT UNLESS IT e '_R 714,12-ZONATURE AND THE ORIGINAL Clary"Associates RAISED,4 Q&LICENSED SURVEYOR MO = FOUND 1/2" IRON PIPE - NO ID MAPPE,k" ADMIN18TRATIVE CODE). PROFESSIONAL SURVEYORS MAPPERS z (UNLESS NOTED OTHERWISE) LB NO. 3731 Lli 0 SET 1/2" IRON PIPE -CLARY ASSOC" 3830 CROWN POINT ROAD _j JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM DATE: 8-14-14 G R F,,(ji 0 ly" P.S. iRDW--3377 FILE No.SS-30'521 CHECKED B 'Y&. - Emr ''AL21 AN :ZFND /2-LIP (P� I N 0 019 S �1.85 t 67 0HU- P D 1/2;_� LB 3672- rVE E80� W f-7 6. 2T2�' N Ilk=,I CONC CONC DRIVE �CONC WALK CON _�CD R 1 CONC WALK U �O�HU — 0 Hu—OH BGV-F -T IU OHU_ U__ 0 JOB No. 2014-315 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 805L Pg. 50-53 CAD FILE: 201,4-315.DWG 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. STURDIVANT AVENJE FOR: GATE PETROLEUM COMPANY (50, R/W) ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY \-ASPHALT GRFA PALMS, LLC 2.6 VILY R/W LINE nHl r1wl I npi t- FND 1/2* REBAR O.rW�(�A) 11.2' NO ID 49.72' (A) 5 r S89 '20"W 50.OV (P&A) LEGEND 50! (P) 50' (P) A ISET 1/2" IP 49 3' ( ) "CLARY ASSOC" (P) FND 11r IP R/W = RIGHT OF WAY N 2178444.4476 "DURDEN LB 1048" P.B. = PLAT BOOK E 528844.7312 0.03: W IP = IRON PIPE < 0.25 N IR = IRON ROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY '*"'-CONC CURB FND = FOUND 0.2' W WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER A = ACTUAL CONCRETE PARKING AREA P = PLAT = WATER VALVE COVER = WATER METER Ill = TELEPHONE PEDESTAL b* wb ca.., = POWER POLE ,20! 0; 0 70- 800 801 cr) 03 82 b 803 804 0 = FOUND 1/2" IRON PIPE NO ID 0) b (UNLESS NOTED OTHERWISE) CONC CURB 0 = SET 1/2" IRON PIPE "CLARY ASSOC" 0.11 W GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LIN.E OF ,,.,-CONC ATLAN11C BOULEVARD AS N89*25'12"E PER STATE PLANE COORDINATE SYSTEM, 0.7' W S��. FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. ,�30,� qs C4 5 's" 04 9 00/ r El ',;Z�� 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. z 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE :3 GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT _31: z .1 4- C4 N89*24'46"E SHOWN OR LOCATED. U) ff I - R 9 --IV - - - - - N89-24'46"E 100.00'1(P&A) - 50.001(P&A) 08.05."CW 4' CLF 0.-5W, W_ 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE _X" (AREA DETERMINED "MO-BE WO OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD 0 INSURANCE RATE MAP 0409H. COMMUNITY NO. 120075 DATED JUNE 3, 2013. z HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. r3 COL CL 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. N UTILIZE THE GRAPHIC SCALE AS SHOWN. co d < 6. SITE SHOWN HEREON CONTAINS 9,968 SQUARE FEET (0.229 ACRES). LO 01 b 0 cn in 0) in <0 (D W < Id) < FIRST AMERICAN TITLE INSURANCE COMPANY 780 1 781 1 782 1 783 784 1 785 786 f) 787 788 0 m-8 od FILE NUMBER 2080-3202185 0; Z _0 0 EFFECTIVE DATE: JULY 10, 2014 a. 0) U) SCHEDULE B — SECTION 2 EXCEPTION RECORDED COMMENTS 0 (n DESCRIPTION r Uj C4 NUMBER DOCUMENT W in 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS SITE, 5' PERPETUAL EASEMENT ON LOT 784 SHOWN z 10 O.R.B. 3472, PG. 821 RESOLU11ON REMOVES 5' PERPETUAL EASEMENT FROM LOTS 785 & 802 z 12 PLAT E300-K 10, PAGE 8 S SHOWN ON RECORDED PLAT_ BLANKET SITE CONC 4! CLIF 0.51 W ON LINE-, z CC 0. N89'25'12"E 100.00' (P&A) N89*25'lrE 1 50.00' (P&A) N89125-12-E N'LY R/W LINE iFn- `4 50.00- (P&A) '"FFND 1/2- IR NO ID C, CONC WALK CONC DRIVE, CONC D.RIVE CONC WA CONC DRIVE 0 C U DHU JHU OHU-03tH --OHU OHU OHU 2 C N 2178245.0801 10 ATLANTIC B0ULEVAFRD E 528896.4705 11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. (1 05' F /W) GRAPHIC SCALE REVISION DATE DRAFTER- WORK ORDER NO. REASON FOR REVISION I THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL 0 20 0 10 20 40 80 STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF (1) AGRICULTURE AND CONSUMER SERVICES. IN CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 6 472.027, FLORIDA STATUTES.-UNLESS O-ITIERWISE SHOWN z AND STATED kj�REW:-_ THIS DRAjri ,-W �R_'M,�P IS NOT VAUD LLI Clar _j IN FEET UNLESS 1711%1$ THFAGNiai-P.EAND THE ORIGINAL y, LL_ I inch 20 ft. RAISED OF 4A,��ORIR&U SED SURVEYOR AND ssociates J.;,7, FLCZ MAPP �(�HAP 4,VMINISTRAMVE CODE). PROFESSIONAL SURVEYORS&MAPPERS LB NO. 3731 :".e 71-77 - 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM JOB No. 2014-316 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 805L Pg. 50-53 CAD FILE: 2014-316.DWG CHECKED BY'.(e KTtQ DATE: 8-14-14 GREGOR' _�!!_ 3377 FILE No.SS 3059 L Map Sh owing a Boundary. Survey 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 STUP,[)IV,4,NT AVENUE MARTHA TOWNSEND (50' FR/W) N S'LY R/W LINE S89'24'20"W FND 1/2* IP 49.73' (A) SET 1/2" IP 50.11 (P&A) T 299.85' (A) 'LB 3672" 50' (P) "CLARY A 3SOC" 300' (P) FND 1/2- IP *DURDEN LB 1048* LEGEND 0.03: W 0.25 N R/W = RIGHT OF WAY P.B. = PLAT BOOK IP = IRON PIPE IR = IRONROD CLF = CHAIN LINK FENCE CONC = CONCRETE OHU = OVERHEAD UTILITY FND = FOUND WBF = WOOD BOARD FENCE BFP = BACKFLOW PREVENTER A = ACTUAL P = PLAT C-4 < @ = WATER VALVE COVER 00 to 'T 804 = WATER METER 803 0) 802 Lo b 8 Ej = TELEPHONE PEDESTAL 801 N = POWER POLE (n IRON PIPE NO ID V) = FOUND 1/2' (UNLESS NOTED OTHERWISE) �61 A1004�� 0 = SET 1/2" IRON PIPE -CLARY ASSOC" ss. [10301 = PERPENDICULAR.BUILDING nE ao�4,TsO 1 AND 2 STORY BLOCK AND STUCCO BUILDING 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, 4' CLF FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. 50' (P) 0.3' N SECOND STORY COVERED WALKWAY 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. (AL CONCRETE WALK BELOW N89'24!46"E 49.87 S89! 4!46"W 50.00',-(P&�)- W- - - v.7' - -I - . - _ B E 'd k _ _ - - - -11, 3. THIS-SURVEY ONLY-SHOWS-IMPROVEMENTS/STRUr�TURES SITUATED A OV V) 14V C 4! CLF H 0:5p 0.4! S GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT < 5' PURPETUAL 6' VINYL z SHOWN OR LOCATED. 0 EASEMENT 0 FENCE V) D.B. E 27, PG. go < 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE 'Y' (AREA DETERMINED TO BE U) 0.6' E <0 6.7' OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD to 4d 0 > INSURANCE RATE MAP 0409H. COMMUNITY NO. 120075 DATED JUNE 3, 2013. to I- 0' __�8��246:'� Ft W ril _j HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. V) 6' WE3F----,, 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. GATE CL (n UTILIZE THE GRAPHIC SCALE AS SHOWN. Z 4;!b b 0) CL 6. CL VIN 0 FENCE 0) 6. SITE S HOWN HEREON CONTAINS 4,997 SQUARE FEET (0.116 ACRES). CD 0.61 E in PLASTIC 200 < AC PAD CONC C; FIRST AMERICAN TITLE INSURANCE COMPANY Lo Uj - cn 86 787 7880 1 789 783 784 u) 785 z FILE NUMBER 2080-3202189 N Im 0 CONIC [3.0. rc 0 EFFECTIVE DATE: JULY lb, 2014 0 in (17.41 1 29.6' IL SCHEDULE B - SECTION 2 ir Z'04 1.01 : 8 C; 3: 1 EXCEPTION RECORDED DESCRIPTION COMMENTS NUMBER DOCUMENT 12 STORY STUCCO W 9 PLAT BOOK 10, PAGE 8 MATTERS SHOWN ON RECORDED PLAT BLANKET SITE I AND WOOD FRAME 6' VINYL z 10 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT BLANKETS LOT 786, 5' PERPETUAL ' :3 N 8 -FENCE 1 z 0.8' E EASEMENT SHOWN Un) 1 7 11 O.R.B. 3472, PG. 821 RESOLUTION ___j_D0_ES NOT AFFECT z GATE "25*12*E 4! CLF N89 9. 50.00, (p&A) 2.3%) ON 'a4'±l li'l 1 30.4! FND X-CUT /W LINE 0' (P&A) 30.4! FND 1/2- IR N89*25'12"E 300.08' N89'25'12"E 50.0 _j NOID 300, (P) CONC CONC WALK DRIVE 11HU- U_ 0HU DHU--' 'BUILDING CORNER A: 3.7' SOUTH zi 9'CQNC rtjRR BUILDING CORNER--" 3.9' SOUTH 11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE. ATLAN TI C BOLJLEVARD (105' R/Nev) REVISION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL GRAPHIC SCALE STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, 0 FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 0 20 0 10 20 40 80 472.027, FLORIDA-STATUTES, UNLESS OTHERWISE SHOWN I I I I AND STATED HEREON-- 46 IIIIIIIIIIIIM Clarysociates -7 THIS DRAWIR _P ir�-,Lhl-OR�YAP IS NOT VAUD z UNLESS ITW` P Sl0NAlQ!3E,MD,THE ORIGINAL Lij L�O"FLORIDA LICEN!�EO SURVEYOR AND _j IN FEET A R,-,CkJ71 7-FLORIDA ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS&MAPPERS LL LB NO. 3731 1 inch 20 ft. 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM JOB No. 2014-317 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 05L Pg. 50-53 CAD FILE: 2014-317.DWG CHECKED BY:�� MT�j DATE: 8-14-14 V. NO. 3377 FILE No.SS-3060 Map Showing a Topographic Survey of R1* .01 LOTS 784 THROUGH 799 AND 802 THROUGH 809, INCLUSIVE, AS SHOWN ON INV SW= -2.57 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 TOF*qq INV=2.14 BENCHMARK ELEV=6.01 (NAVD88) PK NAIL AND CLARY ELEVATION DISK IN CONCRETE DRIVEWAY TOP=5.85 INV SW=3.03 STURDIVANT AVENUE (50' R/W) ASPHALT Q MEL ASPHALT RIM=6.11 6.05 +6.77 6.0 4 016\ 6,61 NOT IN USE 6.P9 6.f16 RIA& 6.aB FULL OFWATER INV NE- -1.40 748 RIJ=%7 BOTTOM STRUCUTE=3.62 I TOFA.-80 INV E-0.00 INV W-2.73 ROAT=5.11 INV W--1.35 373.78 RIW---O.-42 INV E-2.74 I INV=3.05 10" PVC INV S-3.04 8" PVC INV W=1.47 ss-ss-ss-s. ss-- - ss ss ss RIM=7.61 ss 8* PVC ss-ss-ss-ss -ss ss ss S ss ss ss-ss ss-ss-ss-ss-ss 639 - S UNABLE TO OPEN (9 Ss-SS-SS-S$-ss--Ss -------- 6.33. 6.19 Elp 6.29 6.28 6.44 64.72 6. 0 EP 6. 0 .58 6.50. - 6.41 6+3 .2 6!,31 '33 6.38 6.32 6.2+ff 6.2 C1* FOR DIRECNON ONLY 6.4( 6.11 5 6 1 6.28 6.44 `11-�APPEARS TO NOT BE IN USE. NO 6.46 6.63 ASPHALT \�kr, 6.41 6.1 .25 CONIC DRIVE (.645 6.38 CONC DRIVE 6.45 6.0+ +5.9 MANHOLE FOUND TO THE SOUTH 6.51 6.68 C C 6.7 + 6.80 TOP-5 61 6.48 689 191.15 6.8 6.4 6. INV NE=3.81 6.88 .9 6 mul 1. n Hu- [jHU-0HU-DHU-0HU------- nwi nwi t-nwi i-im- 6.89 -nwit-mll nwi M411-4 mi-nmi- -nwti M41 j-LWI 1 4 n, nWi i nu.. 7.084t,12 C1a,--0HU-0HU-0HU-0HU nwi 1 7 6' WEIF ATE s 6.70 1 449.85' 7.16 S89*2,V2CrW 6.68 6.52 7, 742 1& 0 91 .81 1 S89*24!20"W (s) i +6.5 49.7S (A) CONC TRANSFORMER PAD x x---1 i ASPHALT bL& 13�" 6.7 6.89 7 1 27 1 6.7 6.63 6.99 ELEV-8.08 x x RIM-6.90 I RIM-6. D 1 6 + I UM STER NOT 11 SE X 6.5 U10 in I * --+-D a: NOT IN USE 1�-04 7.05 C NC FLUME-' 6. 7.67 7.1 x P I AREA FULL OF WAT-R I FULL WATER n x 7. 1 3 r4 canto I m BOTTOM STRUCUT,=4.56 B CUTE-4 70 Lx--x--xl 7.12 7.32 6' WBF ..N 1 59.8' G) 743 74 7.a LCONC A/CPAD GRASS ELEV-7.20 7.02 to rIVERHANG 9 7. 7195 .7.63 1 7.54 7. 1 7.55 7.56 1 7.65 1 )-49 �7.4� �.59 7.31 7.54 7.63, 7.01 1 .4 71.53, ONC I CONC 1 67- 1 7.37 7.2 LIP 7.54 I-OU 7.61 7.64 7.45 7.50 7.3 49 CONC A 7.72[7.OV 7.74 7.73 (-0/ 141.2 1 7.60 7.63 1 ASPHALT PAD I PAD-) CONC A/C PAD 1 7.29 .57 6.2,64.6 7.501 7.70 ELEV� ELEV=7.90 'LASTIC A/C PAD I ELEV-7.8'5 7.5 7179 ELEV=7.43 9 i i 6.9, CONCRETE PARKING AREA I 1 805 806 807 809 803 804 i 800 801 8 2 1 8+2 7.82 7.95 8.35 ASPHALT W a 1 AND2 STORY BLOCK AND STUCCO 8.0 .28 0 7.8, ASPHAL: 1 7.5 7.95 6,� 7,0 8.00 7+0 7.06 .25 7.93 OD 7+2 7.55 c! 8 0) .-6.93 749 0 7.9 CONC BLOCK WALL---� z 8.04 8.07 GRASS .29 1 �11 7. .89 1 745 6.6- 14.5' FFE-8.29 I . 1 1 6.92 7.24 7.30 a,25 11 FFE=7.59 7.06 &71 8.72 8.15 (AT DOOR) FFE=7.98 I (AT DOOR) 1 7.04+----- 7.41 7.32 1 3 0 7-Z7 43.9' (AT DOOR) OX 7.§7 7.64 98& 7.69 7.62 1 8.08 7- 8.22 44.3' 3 7 --- I 35 4� CLF BIKE RA fi. 2ND STORY COVERED WALKKA'4_COVERED CONC WALK BELOW -------- -------- .62- ------------- ------------- 8.7; .75 7. x x -.4-------- ------------- --- ---------------- - ------ ---ilm, 7. ------------- -------------I 9.JU 9.37 9 9.25 1 7,69 192.9' -7v I I 1 14 Cd .71 .7.44 7j52 8 1 -�J� I i 7.63 4 ASPHALT 5 Cd I .24 1�+2 5,- 1 z bD 7-97 b I I 1 5: 7.50 CP=7 44 I TC=7.90 tr) I 1 -0 EP=7 44 (TYPICA 1 7.68 - r- 0 im 2 '-1 1,�, I i . 0 1 AND 2 STORY COQUI�A -"TOR SHAFT 9.4 (TYP16AL) 1 1 1 Lo 1� b 1 9.7 1 IR In I \ 1 (�) I -STAIR11 LL 7.9 .22 r.: �; to FFE-9.62 1 1 39 7.48 t- rz STAIR WELL 1 7.59 7. 1 -6' WBF z I 8.29 6' WBF 8.05 1 7.97. 1 -7.05 1 1 8.0 10.3 7.56 7.46 1 7.�B 1 1 -4 - 1 34.3! 8.3 T7*53 7.42 7.02 0 03 3- PVC NO PARKING �p Z i 7 2 1 7+4 To 22.2' .02 P=6 89 I I I OF DIRT XND DEBRIS I ASP4ALT I L z 1 7+0 FUINABLE TO GET INVERT 0 9.49-1 14 6' W88 F 8.13 ASPHALT 9.31 ;.18 8.31 881 W 7.7 3 7.80 8.3z -44;19 'OD 7 to PLASTIC A/C PAD A 796 1 797 1 STOR�RCCO AND 11WOOD FRA7M2 9 (4 156 781 782 783 784 785 19-0127877.7 IUD 7.44788 789 790 -191 1 792 793 794 79 1 780 0) Uj FFE=8.401 0; 8.1 0 7.5� 7.69 .7.79 6.1 CONC 9 OD U) 1 29.6 1 (n I - - I Q 18.30 z go 0.81 K 7.95 8.2 i 3 3� 'd C Z ;\3 7,8 9 B 4 CONCRETE I PARKING AREA I x io 2 STORY SlUCCO AND 32.5' 8.52 .�-12.6-- WOOD FRAME 1 1 1. 1 F) FFE-B.48 K 3 8.33- 7+7 1�15 I i I .45 13.2- Ui IR 8.5� 7.98 I I V. 8. od X T 1 0 1772 769 19 i 1 1-36, 1 1 COVERE� CONC Ld 7.82 8.22 1 6' VINYL GATE- 7.72 11* 5 5-.74 .49 49.01 8-3 I ri I \;�> I ASPHALT 00 1 15&� §I-GN- BENCHMARK 1 --u- 11*27 1 83 7.90 ASPHALT 73 ELEV-8.10 (NAVD88) i I i 0 . N894WE N189*2251 E 05 -�K NAIL AND CLARY ELEVATION DISK 1 000 00 SIGN--,.,� 50.OW 1(P&A) 50.00' (F&A) N89�5'12-E Rn IN ASPHALT PARKINGI LOT a-ba 300.0 8.00 I%1100� I . 8.53 8.-54 CONIC SWK 8.11 30.4� CONC SWK- 8 U.5 WO.08' 8.36. 8.52 -.8.54 -5 Cm f-A \U& .8.51 - S*Y'--\ )k-03�7 19 (5.U5 8.06 8.2A -7, CONC SWK 5.02 8.08 / 2 8-bg 8-0 CONC DRIVE 8 8.57 8.40 CONIC DRIVE 8.29 "0' 11�ky Z"O CONC DRIVE CONC SW CONC DRIVE \8.43 CONC SWK 8 J5 8,35 .3 0 8.34 �W47 CON .7 CONC DRIVE .09 , 8.3 CONC DRIVE 99 C DRI 94 CONC _8.1\6 �HU--OHU OHU�OHU- OHU OHU-OHU-OHU- CONC a CONC SW 8.24 8.32 8.30 8.14 SWK .96 7.88/ OHU-OHU 0HU-[1HU-0HU --BGv-Foe-4E: a U HU- -Oliu-D ' CONC CURB CQ:,-OHU-DHU-I]HU-13HU-OHU-OHU-OHU-OHU-OHU OHU-OHU- U UHU-CHU- 0HU-0 -0HU 0 0HU 0HU 7�2.�QCON i i i 4- 1 1 8.20 F 8.1 8.2 .8-31 EP EP 7 3 �17 2.0' CONC CURB 7.55 FL=7.02 .11 �'*W TOFP='�921 1:19 f.1515 1-1 72' 7.88 7. EP=7.38 INV=4.211 3: &73 845 844 8J4 ASPHALT 8.436 8,61 0 ASPHALT EP 8.03 8.03 8.139 8.77 8.44+ 84�7 C3 8,41 ASPHALT 1.5! CONC CURB GRASS ISLAND 8.97, EP TOO-495 INV N=4.13 INV S-3.72 1.5- CON6 CURB EP ATLAN77C BOUUVAIW GRASSISLAND E;T (105' R/W) EP GENERAL NOTES: C3 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF ATLANTIC BOULEVARD LEMEND ASPHALT AS N89*25'12"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1§90 NGS ADJUSTMENT. R1W RIGHT OF WAY INFO INFORMATION f;3 = MAILBOX ELEV ELEVATION ELEC ELECTRIC 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC SURVEY FOR ASPHALT r4 INV INVERT SQ SQUARE cm = PROPANE TANK BOUNDARY SURVEY, SEE CLARY & ASSOCIAT�S FILE NO. SS-3059, SS-3060, SS-3061. PVC POLYVINYL CHLORIDE PIPE BFP BACK FLOW PREVENTER = LIGHT POLE TOR*.41 RCP REINFORCED CONCRETE PIPE 3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. INV N=3.54 C.B. CATCH BASIN NO. NUMBER mi = GUARD POST I.P. IRON PIPE (0) = STORM DRAINAGE MANHOLE C.I. CURB INLET ID = IDENTlFICA11ON = SANITARY SEWER MANHOLE 4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTURES SITUATED ABOVE GROUND. BELOW M.H.. MANHOLE A/C = AIR CONDITIONER GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. TC = TOP OF CURB W/ '= NTH = CLEANOUT CP = CONCRETE PAVEMENT 5. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 GRAPHIC SCALE FL FLOWLINE = SANITARY SEWER VALVE (NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, ELEVATION=8.41 (NAVD '88)-SET ON THE EP EDGE OF PAVEMENT 8.01 BACK OF CURB = WATER VALVE REVISION DATE DRAFTER WDRK ORDER NO. REASON FOR REVISION --v CONC = CONCRETE 7 72 FLOW LINE 0-3 = WATER METER TOP OF CURB ON THE SOUTH S!DE OF ATLANTIC BLVD, IN THE K-MART PARKING LOT. 20 0 10 20 40 80 THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL co CLF* CHAIN LINK FENCE 7:82 EDGE OFPAVEMENT [H) = TELEPHONE WRING BOX STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF 0 WBF WOOD BOARD FENCE AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER SJ-17, 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE (TYPICAL, UNLES NOTED = INFORMATION SIGN POST FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION GRAPHIC SCALE AS SHOWN. FFE FINISHED FLOOR ELEVATION 472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOYM 0 BLDG BUILDING OTHERWISE) c-0-) = UTILITY POLE AND STATED HEREON._ Cn 7. +7.3 DENOTES SPOT ELEVATION ON GROUND. IN FEET FNC FENCE = FIRE HYDRANT THIS DRMING ��T�O DIA DIAMETER �R MAP IS NOT VAUD 6 1 inch 20 ft. -X-X-X- = FENCE (SIZE,TYPE AS NOTED) UNLESS Lt,P,6A�JHE: SIONAWZE AND THE ORIGINAL BGV BELOW GROUND VAULT z 8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. RAISED"SEAL-OF A FLOAIDA,'IhNSED SURVEYOR AND ��lmy&Associates -CHU- = OVERHEAD UTILITY LINES NUMBER OF REGULAR PARKING SPACES MAPP�. A00P FLO�IDAADMINISTRATIVE CODE). FOC FIBER OP11C CABLE PROFESSIONAL SURVEYORS&MAPPERS -ss- SANITARY SEWER LB NO. 3731 U- .11-/3830 CROWN POINT ROAD .......... HANDICAPPED PARKING SPACE JACKSONVII I F. FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM -41 Y, P.S.M. CEgTf�k 3377 -7-W 7 6.48 4 '40 5 6 311L - 6*32 64.72 �'O E 6 65 1 . , 6.28 6.44 P 0 6.46 8 fl.45 =6.80 651 6.96 7.0 6 ag .89 5 nw 7 7 T16.e NP6-.89 6 5 X_X_ 6.7 ]7 6.7 6 + �3 6.5 7 �'7 Ow F GRASS 7 7 n54 7.055 4 /C 8.04 B.07 7.9 8--11 a.72 8.7 .75 71 T 8.0 34.3 3-1 .92 1�PVC 02 F.79 4 -Id JOB No. 2014-318 DRAFTING: GCC PARTY CHIEF: HENDERSON F.B. E05L Pg. 50-53 CAD FILE: 2014-318 TOPO.dwg CHECKED BY: DATE: 08-10-2014 GREGO FILE No.SS-3061 TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 GENERAL NOIES: WER NOTES (CONT'Dl- SANITARY SEWER NOIES: www.prosserinc.com 1. Topographic boundary survey, Including property lines, legal description, existing utilities, site 19. The contractor shall coordinate all water main flushing with COAB Utility 1. The contractor shall obtain all permits required to complete the construction. Florida Certificate of Authorization 18. Contractor to coordinate all work with other utilty installations not covered in these plans (Electric, Department. Flushing and disinfection procedures shall comply with AWWA C-651 for 2. Contractor shall coordinate the construction of sewer facilities with all other construction. Number: 00004050 topography with spot elevations, outstanding physical features and existing structure locations Telephone, Gas, Cable, etc.) and allow for their operations and construction to, be performed. main disinfection. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering was provided by CLARY AND ASSOCIATES. 19. Cut and fill slopes shall not exceed 4H:IV unle �s, otherwise noted. 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for 20. Contractor shall repair or replace in-kind any (amage that occurs as result of his work. Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 21. All soils test reports shall be submitted to the 'ngineer for review and approval. 21. Sample points for bacteriological sampling shall be located as follows: 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered 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 3. All phases of site work for this project shall meet or exceed the City of Atlantic Beach site to: 2. Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the work specifications. a. Contractor shall follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now a part of 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 4. The contractor shall be held solely responsible for and shall take all precautions necessary Laws of Florida Chapter 90-96 22. Fire hydrants shall meet COAB standards. 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 b. The Contractor shall provide written assurance of compliance with this low. a to avoid property damage to adjacent properties during the construction phases of this C. A separate price Item shall be included in I'heir base bid identifying the cost of compliance 23. New or relocated, underground water mains Included In this project shall be laid to provide project. horizontal distance of at least three feet between the outside of the water main and the shall protect all utility facilities and repair any damages resulting from their work in d. A trench safety system shall be designed b( the Contractor. outside of any existing or proposed vacuum-type sanitary sewer, storm sewer, stormwater conformance with the contract documents and specifications and relocate if required at no cost 5. Warranty / Disclaimer: The designs represented In these plans are In accordance with 23. All areas shown to be filled shall be cleared anJ grubbed in accordance with City Standards and shall Chapter 62-610, to the 0 owner. established practices of civil engineering for the design functions. Neither the Engineer nor be filled with clean structural fill compacted an( tested in accordance with the geotechnical report. force main, or pipeline conveying reclaimed water regulated under Part III of 6. The c ntractor shall stake the sanitary sewer system and the storm sewer system and shall notify Its personnel can or do warrant these designs or plans as constructed except in the specific F.A.C.; a horizontal distance of at least six feet between the outside of the water main ond,the the Engineer of any conflicts prior to installation of any pipe. cases where the Engineer Inspects and controls the physical construction on a contemporary 24. All debris resulting from all activities shall be d,sposed of off-site by the Contractor. outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of at 7. Manholes shall be in conformance with COAB Standards. least three feet between the outside of the water main and the outside of any existing or, . I basis at the site. shall 25. All existing trees to remain shall be protected and preserved. 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. 6. For boundary, roadway and building geometry information see engineering site plan. It 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. be the Contractor's responsibility to verify that the building dimensions shown on the 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 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 engineering plan agrees with the dimensions shown on the architectural plan. If any sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part dimensions do not agree, the architect, engineer and owner shall be notified and the moisture content. 0, A 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the . RAL) dimensions adjusted prior to commencing with construction. conform to curbing and low points as shown on plans. 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 AUTO..."BILE SERVICE 7. The contractor shall notify all utility companies prior to construction for verification and 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and treatment and disposal system." [FAC 62-555.314(l); exceptions allowed under FAC pipe and replaced with selected backfill properly compacted In 6" lifts. The material shall exhibit `R location of all utilities. 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM STATION W/ M11410 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of functioning properly at time of acceptance. I D1557) during the compaction operations. Compaction shall continue until densities of at least 95 installation for all components of the project prior to purchase of materials and 29. Burning of trees, brush and other material shot not be permitted on property. 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. construction. cross any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shall AUTOINA10TIVE 9. These engineering drawings may not show all of the City of Atlantic Beach standard details 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of be laid so the outside of the water main Is at least six inches above the other pipeline or construction shall be accomplished by an underground utility contractor licensed under required to complete construction of this project. It shall be the contractor's responsibility brick, or reddi-mix concrete with #57 stone. at least 12 inches below the other pipeline; and new or relocated, underground water mains 11. All sewer SERVICE that the construction, .outside City of Atlantic Beach right of way be In accordance with all that are Included In this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. current City of Atlantic Beach Standard Details and Specifications. 31. The Contractor shall restore all culverts, headwclls and storm drain inlets removed or disturbed by the sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12. All pipe lengths are horizontal distances and are approximate. Fonstruction, operation. The cost of these items shall be included in the price bid for furnishing and 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 feet outside the building at a minimum 10. The contractor shall furnish certified "as-builts" , see As-Built Requirements on this sheet. installing any new item causing such damage. 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 11. Contractor shall verify and protect all existing trees and natural vegetation that are to 32. Should the surface or subsurface conditions dif-er from what Is shown on these plans, the plugged or capped and marked until such time as connection is made inside the building. remain undisturbed. The areas indicated for construction shall be cleared and grubbed to contractor shall Immediately contact the engineer. 25. At the utility crossings described in Part II.C.I.w, above, one full length of water pipe shall remove all roots and miscellaneous vegetation except specific trees that shall be protected 33. Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth Inner lining Type S 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, from damage during construction with the use of tree barriers. with bell and spigot, silt-tight, rubber-gasketed joints. including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location possible from the other pipeline or the pipes will be arranged so that all water main joints 1 1 2. All work shall be performed In a safe manner. All safety rules and guidelines of OSHA 34. Inlet grate sizes shown on plans. All concrete boxes and yard drain structures shall be are at least throe 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 shall be followed. The Contractor shall be solely responsible for any Injuries of his stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of ith a 5% mandrel. The sewer lines shall be sized by contractor. oints in gravity- or pressure-type television in3pection shall include a deflection test wi employees, and any damage to private property or persons during the course of this project. Chapter 62-610, F.A.C., and at least six feet from all j lamped as part of the final inspection. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act 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 allow shall be Included In the Contractors bid. ad with the approved plumbing plans for the building. 13. All Improvements shown shall be warranted by the Contractor to the Owner for a period of under FAC 62-555.314(5)] 16. Contractor shall provide to the, Engineer, a schedule of Invert elevations of all sanitary manholes one year from date of acceptance by the Owner. If the work Is In the City Right-Of-Way 26. When a water main crosses a storm drainage line, a minimum of 10" vertical separation p This schedule'shall be provided by the r1or to the placement of the :11merock base course. -built" drawings for this project. or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. shall be required. registered land surveyor submittin the "as 9 WAIER NOIES& 14. The Contractor shall contract with an independent testing laboratory to perform materials 1. The contractor shall obtain all permits required to complete the construction. 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 testing and soil testing in accordance with the City requirement and the recommendations licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. outlined in the geotechnical report. This shall include density testing in all pavement areas 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage 2. Contractor shall coordinate the construction a wo er facilities with all other construction. 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. and in the utility trenches located in pavement areas, concrete testing and all other otherwise noted. The end of these service lines shall be tightly plugged or capped and materials testing. 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 15. The Contractor shall be responsible for obtaining all necessary permits and Insurance 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction to demonstrate that: 1) the leakage exflltrotion or Infiltration does not exceed 200 gallons required for the project. and purchasing materials. 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 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than and shall pay for all meter fees. or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air water mains, which shall be to City Health Department permit conditions. 4. All workmanship and materials shall conform t) latest COAB Standards and 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, 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards Specifications and applicable AWWA Standards. in all cases where a minimum of 18 inches of vertical clearance between ASTM F-1417 for plastic pipe, and for other materials, appropriate test procedure described details & materials, City of Atlantic Beach standard specifications & details and any other water and sewer (including storm) lines Is not possible. in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials standards, listed or referenced, are included in the project documents. 5. The existing utility facilities and locations shown on the drawings are taken from readily available appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. information-. The actuai locations of the 1'utility,facilitles may vary somewhat from the locations shown 31. The contractor shall be responsible for providing water for construction use 'during. entire course of project if necessary. 18. The contractor shall notify the City of Atlantic Beach 0 247-5814 a minimum of 24 hours and there may be utility facilities existing that are not shown or indicated on the drawings. The prior to starting construction. contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 603. all underground facilities before beginning work. The contractor shall protect all utility facilities and per COAB Standards. Contractor shall not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm. repair any damages resulting from their work. in conformance with the contract documents and Work in the ROW shall only occur during daylight hours. specifications and relocate if required at no cost to the owner. 33. If dewatering capacity requires a consumptive use permit It shall be the Contractor's GRADING NO DRAINAGE NOTES: 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover responsibility to obtain the permit through the St. Johns River Water Management AS.-BUILI REQUIREMENTS 1. Contractor shall verify existing elevations at connection points prior to construction and shall be 60". District. I Contractor shall provide complete as-built Information to the Engine.er In accordance with notify Engineer of any discrepancies. 7. Water lines are designed to finished grade and shall be protected until finish work Is 34. If solvent contamination is found in the pipe trench, work shall be stopped and the the following requirements: DATE JULY, 2015 2. See geotechnicol report for site preparation requirements. - AMEC Environment and complete. 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 pil;K)jECT No. : 114001.01 E Infrastructure, INC. dated October 14, 2014 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 0 8. All water mains 3" and larger shall be AWWA �900, DR25 PVC. Water mains 2" and 3. The contractor shall coordinate the grading and drainage construction with all other 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 DESIGNED By . JQQ 0 construction. smaller shall be polyethylene pipe with couplinc.s may be used and with NSF-PW approval. on an impermeable mat and covered with a waterproof covering. The proper signed and sealed prints shall be provided to the Engineer as requested. 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all authorities shall be notified and the contaminated soil held for proper disposal. DRAWN By : Q PT materials, for review an I d approval, prior to purchase or fabrication of any utility pipe or 9. Restrained joints are required where water mains are terminated and at all bends, In 2. As-built drawings shall be in accordance with all authorities having jurisdiction. accordance with COAB standard details and specifications. 35. All backflow preventers shall be in accordance with COAB cross connection program. Contractor shall coordinate as-built submittals and approvals with jurisdictional LO structure. I Backflow preventers must be tested after Installation by a certified tester and annually agencies unless otherwise directed by the Engineer. SCALE AS NOTED 5. All construction and materials shall conform with all City of Atlantic Beach standards. 10. All gate valves 2" and larger shall be non-risng stem type and shall be suitable for thereafter. COAB contact: Bill Pound 0 665-5787. Backflow preventers on fire lines or 0 backflow preventers on fire lines or combinations fire/potable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all N 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall 200 psi non-shock working pressure. Gate valves shall be mechanical joint, iron body, protection. underground facilities. No. Date RGVIWM notify the Engineer of any conflicts prior to installation of any pipe. resilient seat, 2" square operating nut, Mueller or equal. Valve boxes with screw extensions C4 7. The existing utility facilities and locations shown on the drawings are taken from readily shall be provided for each buried gate valve. 3oxes shall be of cost iron construction, 4. Provide perimeter dimensions at top of bank and at bottom of pond. 3/8" minimum wall thickness and shall be nol-facky tar enamel coated. The word 5. Provide elevations at top of bank and bottom-of pond. 4� available information. The actual locations of the utility facilities may vary somewhat U ockwise) 0 from the locations shown and there may be utility facilities existing that are not shown or water" shall be cost in cover. All gate volves installed shall a I pan by turning to the left (countercl indicated on the drawings. The contractor shall contact all agencies with utility facilities in when viewed from the stem. 6. Provide special detail drawings where installations were not as shown on contract 01 the vicinity of the work and shall locate all underground facilities before beginning work. 12. Class B, Type I bedding shall be used for this-project.unless indicated otherwise on the drawings due to field conditions or where required for clarity. The contractor shall protect all utility facilities and repair any damages resulting from their drawings or directed by the engineer. 7. Provide location, elevation and description of benchmark(s). 3: work in conformance with the contract documents and specifications and relocate if Cn required at no cost to the owner. 13. Unsuitable materials under water pipe shall be removed and replaced with selected 8. Locate and provide elevations of all structures. Location of all structures shall be 1-__ backfill properly compacted. The material shot exhibit moisture contents within a northing/easting coordinates at center of Di 8. All underground utilities shall be Installed prior to preparation of subgracle for pavement. from two (2) directions and includ Ld 2 percent of the modified proctor optimu-n moisture content (ASTM D1557) during structure. the compaction operations. Compaction shall ontinue until densities of at least 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below 9. Locate all pipes and provide size, elevation, invert elevations, length and type. r) subgrocle and 2.5 feet beyond back of curb. Backfill with suitable material per the 95 percent of the modified proctor maximum Jry density (ASTM D 1557) have been geotechnical report. achieved. 10. Provide dimensions and elevations of the poncl',�ouifall structure(s). 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in site. The contractor shall 11. Water as-builts shall Indicate the location of bacteriological sample points. V) 10. Any unsuitable material encountered shall be removed from the 6" lifts. Compaction shall be a minimum of 9 5% of max. density at +/- 2.0% of the Ld be responsible for the removal of all unsuitable material and replacement with structural 1-- modified proctor 12. The as-builts shall Include a detail of every crossing of the new water main with 0 fill. Excess suitable fill material shall be moved to Owner specified location. See geotechnical report. 15. Where water mains are laid under ditches, cut,arts, pipelines, or obstructions without fittings, gravity sewers, force mains and storm pipes clearly shown & Indicating the vertical rnished for parallel runs where the 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as the maximum deflection of any joint shall not exceed 50% of the maximum recommended by clearances at each crossing. Details shall be fu horizontal separation is less than 10 feet. required by the project specifications. the pipe manufacturer. 13. The centering of uncut lengths of pipe at points of crossing shall be documented 0 16. No connection to existing potable water system will be allowed until all proposed water 0 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall flushed, pressure tested, disinfected, and cleared for service by the on the as-builis and all mitigating construction measures clearly depicted in cases THIS DRAWM NOT FELEASED FOR 4- receive sod. **See landscape plans for other requirements. lines have been where a minimum of 18" of vertical clearance between the water and sewer - Florida Department of Environmental Protection. (including storm) lines is not possible. CONSTRUCTION UNLEW 80 NOTED 13. Stormwater Collection System design is based on the 5-year return frequency storm 17. Contractor shall notify utility company a minim f two days prior to connection of water ABOVIE Z mains to existing lines. All now work must be inspected by the engineer. No tests shall be Ld (Rational Method). scheduled for weekends. Any change from the technical requirements must be reviewed and a� proved by the engineer and owner. SHEET TffLE_ ry ap AIQ HOURS BEF"' YOU ING 14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class 111, Wall B. 18. Hydrostatic and leakage testing of the water mains Installed shall be performed In 15. All labeled pipe lengths are approximate and measured to the center of structure or CALL SUNSHINE accordance with AWWA standard specifications. A representative of the utility company mitered end section. Actual lengths may vary and no added compensation will be made or the engineer must be present during the fetts. Pressure tests shall be conducted of < for variations 150 psi for 2 hours for water mains and 200 psi for 2 hours for fire mains, Pressure 1-800-432-4770% 16, The contractor shall provide a qualified soils laboratory representative on site during test after limerock Is Installed. "S 7LAC at a the suitability of the existing sub-grade and existing on-site /7 If_A[;7LA"W#VR_0WA excavating to cietermin GENERAL NOTES < material prior to beginning any filling operation. Ld 17. Contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by other methods as directed by Engineer at no additional cost to the owner. < < 257 CD 0 TE OF 0 0 No. 8 H E E T D TM PROSSER Community-Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 INAV 22.57 Fax 904.730.3413 OVERHEAD UTILITIES TO BE www.prosserinc.com REMOVED. CONTRACTOR TO TAKE DUE CARE TO NOT INTERRUPT Florida Certificate of Authorization SERVICE TO ADJAC NT BUILDINGS. Number: 00004050 PA NAL &�R'YEUWMICA V21:X INV U`9-103 S"11AR"D1 111111T AVF,'kT'fjJL' LEGEND: (5W R/W) A WHALT INLET PROTECTION CONCRETE DRIVE MANHOLE TO BE REMOVED (N IN USE) TO BE'REMOVE0 ASPHALT DRIVE UiL .Di EXISTING CONTOURS ,T MANHOLE TO BE TO BE REMOVED,,,,4 Nlryr IN uv�' 21.7+ EXISTING SPOT ELEV. NU. 6F IdAU-N REMOVED (NOT IN USE) BROKEN ASPHALT INV NE- -t'40 IN I W-2.13 CONCRETE DRIVE IVE TO BE REMOVED PROPERTY LINE IN11 E-234 10, PW C 7/ T%0 _P&MQYM SF FIV "TE SF--- SIF C-2 SILT FENCE/ LIMITS OF SF--' _SF_ SF CLEARING FOR MRECAON 001114.1f ,I us iEAks Tri Nw'r aE ip F, 5�0 %1A;11JIi0LE VOIAND TO UfE su"i 46 MITS OF CURB DEMOLITION 6�1�85 LI M C) E AUTO'h mOBILE %0"ERVIC Cai L-A, ....... 9.85' Ih A XMS U S8924'20"� �.7 STATION W/ IN"R LIMITS OF MISC. DEMOLITION 49.73' (A) MR A�fX� RUM- �lvzw� h AOTIVE AUTOm BUILDING TO BE 7 IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY DEMOLISHED CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SERVICE _5 78' A�� SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 'In NOTES: 7 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY 0 Alt, 2,d'P CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND AMC A, PAD _PI TIC A PAD _4wS SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. f-VIV �Ir_v .'W 'All Lo+ VC314CREJE. PAR04C ASNEA 05 8 807 80 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON 800 801 8 03 0 eg AND OFF THE PROPERTY. 7,96 �'J"5 '.I 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE A�VIJ PLAN PRIOR TO COMMENCING DEMOLITION. f0il i WK, 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN 718' AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 0i 0 (n 0) 0) 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY BUILDING TO BE DEMOLISHED SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY t2r 740 _5 7.11M PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE 7.a 2 71 7,30 F 2a Fn 6 6,0 COORDINATED WITH UTILITY COMPANIES. D S. Al?_3 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN 32 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. 'ASP14AJ-T 10 8. REMOVE ALJ. EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS CK SHOWN. E 'I AAD 2 SYMY C(AME A 3 4E>� 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF STAIR GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 7 vnF 7. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND "1.92 ff-'A PVC DETAILS. BUILDING TO BE DEMOLISHED X2 2 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL DATE JULY, 2015 rul TZ 0 TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA 40 W 'ALT STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING IpRO�ECT No. 114001.01 PROGRAM. iu I V 77, 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS DESIGNED By : JBD all -00 < PAD 7 9 OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. 7,4111 8 789 90 1 PARKING LOT TO BE DEMOL ' D 7 7P 6 797 1 STOAAcco ANUMOOD FRAM? DRAWN BY : DPT 9 0' 784 785 �27 Is 0 781 782 783 1 b �x I I / I/ I I A 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE FFE=8.40 E 0 0 6 DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT SCALE AS NOTED ,-I- i (n DINER TO �EMAIN V) 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION CD FROM SJRWMD PRIOR TO ANY CONSTRUCTION. c) ;,I 4 T, Z 0 No. Date Reviallon 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO CO'NCREETEE PARKING AREA gi-O DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE L2 71 4 62-621.300. 0 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF '41 a 52 VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAS A I I -'T BUILDING DEPARTMENT. ul; `1�6_2 COVERE 0 C C N 0 A A )'12"E y N89*2i: NEI 5-12" "g 'L ANI 01 IN M L 01 A) N AF__ ALT 50.0 (P&A) 5 .00 ........... IN 0 -M-MOM 0, 6, -2- E CONC DRIVE EROSION CONTROL NOTES: CONC DRIVE cphic SWK 0 CC44�. DRIVE _44 4A uy-y J 4: 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE Stm L" ' INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND z' T 07 7.414 7:� FL SF 7.71 SP- SIF 7� MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. FL" 3 S Fj SIF 5F �:SF 71- 'Xi", 0 2AY WHO Vill"", 79 Co 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY 12 : NCRETE DRIVE CONCRETE DRIVE THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES CONCRETE DRIVE CONCRETE DRIVE TO BE REMOVED TO BE MODIFIED ap AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING TW DRAWIING WT F*LEASED FOR TO BE REMOVED TO BE REMOVED� (SEE SHEET C3.0) ACTIVITIES. OONSTF4JOTM LKESS 80 NOTED Z w ABOVE (Y 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF ry FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR AMHALT HU EO 11101 EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT SHEET 7TnE CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT ..... OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. i coc CUM; < C) MASS i5,IJ*4_fj 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED EP �X AT ONE TIME AND THE DURATION OF EXPOSURE. EXISTING CONDITION'""/ C) Q: 1141Y S-3.72 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL < '10 fJIF MEASURES TO PREVENT OFF SITE DAMAGE. ATLA1,117C 1 _�,"VAIW DEMOLITION PLAN GRASS ISUMD 3U) 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO U PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO N PLA .0 PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SIT E. < < 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND @ RUNOFF SHALL BE DETAINED ON THE SITE. Li MIF41ALT 8. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY FOR AFTER FINAL GRADE HAS BEEN OBTAINED. < ....... . 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND COMPLIANCE PROGRAM. -::C2.0 1 0. 625716 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL FD TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA 0 STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM. IL PAVIS, Ffip a. f No. 6g, H E E T DATE S At-- CIO -7. T '19 - U _____ __ - _____ 0 , . ;t 1, "k I— I 2 � �t I I- - I '�, I . I � I. C�_ ------- - ___________ __________�_ iiii�l�!i�i�ii�iiii�lil�iiii'l�il�l, - -_ I I I l�l��li��l��i��l��l��l�� . � I A - TM - I SITE DATA TABLE - I USE: AUTOMOBILE SERVICE/ PROSSER I - I- _ . 0 ZONING: CG FRONT 20' 10, Community-Management- Energy-Relationships . � ;_ I I � LANDUSE: COMMERCIAL SIDE 51 5% 1 PHASES: 1 REAR 20' 10' 13901 Sutton Park Drive South, Suite 200 20 0 15 20 BUILDINGS: 2 . Jacksonville, Florida 32224-0229 1 HEIGHT: 35'-O" MAX. I I FEMA FLOOD ZONE: X Office 904.739.3655 1 MAXIMUM IMPERVIOUS SURFACE: 70% OR NOT TO EXCEED Fax 904.730,3413 . PRE-CONSTRUCTION SURFACE AREA I I WETLAND IMPACTS: NONE www.prosserinc.com I LOT DATA: ITEM TOTAL Florida Certificate of Authorization - 1 rw 11'�-5-1-14 U � .. - SITE AREA 79,939 S.F. 1.84 Ac. 1 OOYo -_ ____ ____ I I ;MV-2-14 011MILIU6a . � ��, 0SV-6-01 (HAVIDN) BUILDING (RETAIL SALES/ I � I 11 11 I I I V� PK NA& ,411) W,R! EMAWN Dia-F, ,ml,gg�1,50,,3 AUTOMOBILE SERVICE STATION) I � 11 I I ., � _0 IN CONCRrrE DRIVEWAY . _- .. . . I 6,400 S.F. 0.1 5 Ac. 8.2% 11 �� I � I . 2 11 1�1, " "' BUILDING I . I "� /, (RESTAURANT) 3,650 S.F. 0.08 Ac. 4.5% ASPHALT PERVIOUS AREA 11 9,500 S.F. 0.45 Ac. 24.5% 1 � \%, 9 r'� I , * PARKING: I \ ST. , / - \ 4 R25' E/P 24" WHITE STOP BAR; STOP . ("p, PARKING REQUIRED PROVIDED ,T � 1% � �9 4' BEHIND ROW . 1�'?,�/ 1. Z111" (W ROW) ,Wlf,�,-�'?�t" I (TYP.-BOTH SIDES) . ILE SERVICE STATION 16 (1/400 SF) 26 � ".)sQv) R1-1 J'A' _�' . " , R25- E/P 24" WHITE STOP BAR; \___ - 1�__jjl�li,11"1�'f.' T) I . :1,1: , I (TYP.-BOTH SIDES) 4' BEHIND ROW \ I It_k 36"x36" , RESTAURANT (76 SEATS) 19 (11/4 SEATS) 19 ,�� '101 /----, ______. I ,r_1_=___- _____,__._,__,________ __,_______ "-,-�"-�-------�"-"--"-�,---- �� ,11 , - ___1___11_-__ , �w . `1 __!,-------- ______(&___1__ "-, ___ . � __ , 1 __=7, ". _ - . � _______________ ___________, & , -:: _�___- I - I - �...7,P7 5 - "��- � _11__�_r.__;_.11_1__ __ 1 _11171-17�__ -, � -7---, '! , 11 I I - . -"-,------ -11--, 35 **45 - = "I ____111_11�__ __ EP " " t�7-,7�� 1111 I I ' __________ I � �q�,,,�;�,�� _ ,_', ", F I I - "I ___:��____ , �" ��,�"", I I � "._O�!k�-�71` % I " �, - I . I -11 I ''I . ____ �, ,,,�,�,�, , ��,��!�', " EP -1111.1...._ _1__11"�1t_11'71_x11 11�1111"_r,_`�'-'71� , I �___,,"-__-.,1'1 -1 I --,-",--, I ��1� I , I I I I I ",,,P�, BICYCLE PARKING 5 1 5 _ ,_____ar,�,� I � ;;at�� I - ,r,— I - 11�1 � I - - 1- I �, -F ��,`,,,,��::,�- I � I " " � 11 - I , __ - � I'll, j I' ll I X�,�,,�_, r I 11 I -1 I I I 1111 E: 3 , , /�'41, r " ,"-! -, , I I -1 W1110 k I - �1� _� , L - - - - I - - - - -I- - - - - L_ - - - - _j '\ `�',I,',,, 4 N: Z I/ts , ,,,, \ . ('!D i '' : � V- '0 , ��4 ,i '24,? 11-1V E"",I 11 �,I , I � __ 00NO -�, , 1� �,j"',' ", "",","', , I- F. S19 1;S;q �1� 11 � I 11 1, 0411?t, I ,i,�,',,"�r,',�','�'i��!,;""�",','� 1��11, I , " .� I I �� r I I : ,� 'I _ P I �� - -_,_� %,;�-;,:,��!�i',',��-, ", ,1 . "I 41 11 -11 �_ - , �- - ,��-MM- lo,-,�----'—i��t,�---,----D�,,�--,-�--r*L;-,---�-,-��,�--,---,,�,--ali,---r,-,, AUTOMOBILE SERVICE - :�, 11 , _, , ,��,,�-m,---umwiiiiium---mo�''iin-swoommAiinm M ail- -nil "Nsi'l, � - ,, " I 1 InEwasnowiiia ) , - -) " ,I 1;1.1��11 . _,".", ", '' �4 r"-00-60 -Mmw�--- " , u \ ON-STREET PARKING TABLE I , I ,V�_- -4ww."i6mt-.w, ---t.��wm-wwolmwm I 3 - I I 11 "I wi , viio r" "I'll", 4 � ___11 , fAI.31/01 _=- M I I 5 viiv_�I_w6i6wi&�"t�_ I I ""I �r---=--:---Mk�------,,�-��-�l--,��lk k__ =a1k._v_ 1_r�r_ - � I :,�O' - I .'� I � E,�I 11 44' FENCE PROPERT I EXISTING N: 2178440.05 � 11 � ....� - , .1 ;�_ , STATION W/ MINOR E: 52887Z3' "I I ,,,,, , X _X _X _X —9 —X —X _ZX _X _X _X _X —9 _X � f 2178448.59 "I �, n � I I , I " TOTAL I I 1 .1 " 1�� ;1, ,� �, :�`;�", 1� 11 " "I" -A�,,�-�' :�v , 7" RI-I BIKE RACK -,�12,-,1�1 �,,��', " I . Ik A I I, I_ :12 - .- 529244.30 � ,I 4_1 I I — . , � - I I - . " �"� I� I __ , �4, . �-11 , % '��N. 21 � MOTIVE Al,i,� ': 1�" 36"x36" , -, -1 "I, 71 � , �4 , . """, 11 � �s,, .1" � I . , 4� 4 , . . I �v � I�,��,,I�1,1111��, li, N: 2178438.49 AUTO 11 I . I � 78437.26 E: 5 1,,� ,_�,, I . � ---e . I I , .1 � , ^I, - � I 11 I,I "I � LBULKHEAD , 11,I", N: 2178444.45 RIO' , , 1 " ,J "I I � 4 . I , � " I � I � , I ", I I I r,,, -7 '. ,4, : I .'18 :��,A.,' I I . I�1� "I �,,-,,`�-,',,,�, �, E: 529119.67 E: 529234.41 1 F - - - I ',,,,, 1 � I � � � � I I 1. ,". I I � - . , '4�'.,V�' '� �1: 1- � �,,� ,�,' , � (BY OTHERS) KING SPACES I �, --7---7'—-1 - I " r-t -. . I . . I , 1 _6�1 11,� I ,d _ 4 -1, � I , , _"I�_� 1, . I , I �. . . . I .: - � . . . I j -�,��"",-,`,/,�,"-"'�", 11, I � � �, I '' " ", ", """, 1, I �, , , I I 1,�,',, , I - � 'L�Lll :,- ,,�� - ,, � I .I . . Rio' . I ,Iul'. , " _44 , I I , " � , I ,,, I I 11 I I � 1, - ,� "I� , I - ,,, I , I I I � , , , ," � � -11 I I . : "I � ___ , I ,, - - ,�,,,, " '' , _ I 1, � SERVICE I I I � , -.4�, � , " .......�', � `� I 1� . 11 I """'"", �,R,�� I 11 K -_1_,,,, �,` ", I :1 ��`�, , 1'14�, . . , I -;�7S�t�',�—��e �� I I _ , `)` '4 "`_�"1'11"111 1�, ,. I I , , �. I I � - 'I . I ,!" _�,,,�,,,f,",4�,,�,,_,� DEPICTED IN THIS SITE PLAN REFLECTS '' I _ . - -1 "" � '' , I , I T""i�, �� 0, , 'd ,,,","'. �`,' 11" 41_��'11�', 111!��,� �-,"" ,,,,,,�,,,'��""","","",,��,,�� , ", I � jj, I �1, . JIZI`_",�Ji, I I 11, _ -1-1 1 4 ,�,�- �� _ I',, ,, ,. .: ,I ,��" '', I I I _�Ilt I - ,1� � .11 ,e- ' ,,,,,� �- ''�,;��,',��,',��',,,,',�,,�,�,,,�,,,- I � . , I �-;�",","',�',�N.'-2178424.9�','i,,,',,",,',,',-,,"','- ,',,�', ,I- , . . 4 1., �_ � I 11 : 1 4 1 1 �711 A _ . . _ . . _ I . � �, ,�i,� '1� THE MINIMUM PARKING REQUIRED BY I ,� I � . 1 2- 4' GATES , I I , I / , , , �,,,� I I , 11 , L " N J`�' I I . . I �� [ 1,� I � I � 11�I �::,: � � a ,: �',,�1,7�'i,,",,,� ;�,',.��,�,-�,: ,,,,,,�"-`��, I . . — . . —WE.F - — . 11 � 11 , ,__�l I , � � � � i I :E,� , I I ,.",'' , ,� ------- _�g$Q§§.Qi :� , , I , __111 -.1 I I I-��,I'11'1�I'I', ,I AND IS SUBJECT TO A DECISION I " I � . Is - "I I — . — � ��',,�:,��1�i,,��,�I"t" ",11 I I ��"ri, ''J"1111117 '" �,��11 DETENTION POND I : " , \� ,- � IG CDR __-1, � ., "I 4 , I I'��' -N- 2178Q056 � -4 I ONER "I I , I � ,,,,, CODE 11 j _', �� , N: 4 1 ��,; ��', . I I I I __�i�' ' ,", " I � 2 78425.4 "P ,,:� �11�4�' , , - _ . I I - .1 I '_'�. 'i I I I I , . ,%', It , ,�,," ". I , I'll - ., , I - 1 -1 �" , -7.�_ _� I . 2 wu_wt 1� . � �,,� :,, � �:,_ , �I � . , - " 111% I� , . -,,� -t R I 2' - , - I I ,", i,�_, , . - . I IN CASE NO. 16-2014-CA-7714 :528916, , � " , , � . . I I �� , _', 11? 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I N: 2178395.33 N: 2178396.00 N I � ,�I�,I I I I "I,,�,1!! , , I I ",'""' �' �;� I I A. ,� � �'� '1�1 I , I 11 1, . . I I . � 4 � ,,�, ,e, , "I 11 , I� , I I � -1, , __`1.... �� I I ",��,,,, 11 , k"M - 529169.32 � I 1, I ,"'�� :� DUMPSTER ENCLOSURE BLOCK ��,, ,,�� . I � '1'1�1, �," I " , �� ,�, ,_,,� ;- M?-4v , _11: I . I -P, I� E. E: 529234.88 11 "I , ,,I - , � '' � - - �:I I - � WALLI WITH STUCCO TO MATCH ,,,I�"I � ,�,,,: � , , I .I .. . ,-, ��,� I � I ,� "I , �, ,�:,, 11", , . .'s 11... � , I --,o "I I "L FLORIDA AS TO THE NUMBER OF ' , " COLOR OF ADJACENTEBUILDINOt" """ 11 1� ,i, - �1,�; , , . ,� �, . I � , � . I I ,,� "�, I � , �� I I '' . ' I " I I I I— �:1'1'1��' � I 11 - " ,, I .1 " �1�"� ' "I I �',�� :_, I '-i, , - ,�,,� ��!'�""",' �� ' ' " I I I :o� '�: ,,11,�_ I ,1'� - I � .. , . ;1 '� "I �11 I I I I I I - (SEE ARCH PLANS)�� I -0, I� 1,�1� I RETAIL SALES 1� 14 �1, 1"�, I I I :�� I PARKING SPACES TO WHICH ATLANTIC , I I � I . �, - ` � 6'- *' , :1 8 12"1 �;,�,�, " : ,24�',: ', T — X— X— X— X� i . MINI UM OF 6 1 1 1 �, 1� � 11 -77777777�� . A. .� I -� . - I P I , , , ', - x %_ X— X �, I 11��,�:��,�� I � . I I I I � I L * � "' " A ' -- 1_��141", 11':�,� I , ;,�,� N: ____� L - - _1 BEACH DINER IS ENTITLED UNDER ITS �� i,�, ,, I, . � �� - 17 11:� I I . : �`'� _,�,t,,!�:�:%�"" 2178380.28 , ", � I , I 1 6v400 S.F. , , ��' , 1�.� � I I E: 52912 .26 % - , I ""I'-1 -4 . ., _1j_ . I . �, - I ; I I 1 '�1111��, , �� " , , _____ �,";�' I , I.,w ,� _. I I I I : ,�,, ';�,,�,'' 11 I I �N: 2178382.80 ,r�, _____ ,," -1,,R11-1_111 N: 2178390.34 1 : 529258.5 1 1"I I �11�:, I I I A , I . " I "I I ,I I� . I I __ % , , , E: 529219.78 LEASE, AND IS SUBJECT TO I 4 B � , ' , ?� "�, I I I, , OLLARD (TYFrr) .. I� 7;;,',,��,,��,`,','!'��' ,,,,, �.1. I A"1,�1 1, C "I'll 'T, I'll- ',', , ", I 11 - . . : .� a I ��,,:, - - , "60 �` I , , , , I I 31, �_m - : ", � , , ��, I 11 - 11 ��,�,_�7 , , -, I , �,�, " I I I 1� I , I, , ,,,�,j,�(n . , , , , I ,,,�, � ", "', I ,;� , A -1 .111,16 � , I I:`,,," 7 . 11-, " # , I I I , . , I � OUTSIDE WALL -�2' I'd, " ,,, I I I 4�41!k 6 1 '. �:, I - - - I � 1. . I I ',,,',,"-"""""f,:;�3��,'', � �� I w ,.- I�"�tl�4 � COR I , "I' "' 0,11111 1, �,%,," N: 2178400.14 �,',�,�,,,�� I 11 .1" 11 I '11, MODIFICATION AS REQUIRED BY THAT -,,� '' ,� , '.�j ,", __0 , , . . � .,�_ ru ,��,,'M,r �*� '9W I 11 � 4 , I , �, , I �. I e I I "'," , ,�� ;, ,� - I �", ''�:111,71��_ , � I'' ,:� .1 I - _�, I I � , I � I I 11 , "" ,�" �, _t�7111111"1410��,�,�,��""�"""��""",i,-; ( N I - I I'll � I '�,��!��, ' '," � ,� ' .I A ,,,,,� , I :" , �: �_ I %___ , i@ 'Ri"! 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L I �,�f N: 2 100 i - �t V 1-ION4 CAIWI;�_ 1 138 1 E: 529127.34 1 .- 5 9153.79 1 1. .- I E: 528848.70 . \_R13.5' E/P I 1&1�174,21 NOTES: I - I - . TM DRAVVM NOT F93-EASM FOR I-, i� ��rSPHALT TIE TO EXISTING DRIVEWAY (TYP.) 1-- 24" WHITE STOP BAR; � 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE 0ONSTRUC7M LKESS 80 NOTM Z 24" WHITE STOP BAR; AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID AWVE Lij 4' BEHIND ROW .1 SUPER CLEAR DIAMOND 11 SEALER. (TYP. ON SITE). ry 4' BEHIND ROW ------_______1 - " 0� MPHALT . AT , NTIC BOULEVARD E D =,--'--,----",---.,---,--�—�--,—,-�-�----- - _,__._,__, =_=,� Z, �7 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL 13E 6" WIDE THERMOPLASTIC SHEET 7TnE __ ��_:_",,z ---,--. - "_=_ _____ , I . U -=:-_===_� `-� :� " 1111'_Zz___�� UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. ====_-===1 ___ 11" (1W ROW) _-_,___7=_::, ,= =...�_ - ____z__'_ _,M� �i -,Zzz. __�', � , r) --- _, _.11� 1, I== CIURO __�,�"Z,=,::::, _ '7__ n - �,�. - __�_ W_1&1 _ 3. FEMA FIRM PANEL 12031CO409H, FLOOD ZONE X. ,'___,_'__-`:, -,::,-== , < �, __ - ;�;�� 1._Zt��,_7_,,, _". ,=,:- = - _ , .. _____- 11t, I U, - `:, ,_ - - - -,----==,��"=, - . rA �S`1113 1��L 1,10 � - _�,:, UL 11 __ I -1 . ________ I I-, EP _-______1_ =;;�:7,__= '.-,--- 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT _______________,__. _______ L __ __ 1. , � I--,,------ 11 'LLL � f�` .95 -,,i-.==-=,=--:,�.---=========�===��---- I L _ fGA ASPHALT. ______________1-_--1---11-��t�=,,-,,,---=--,=�-,,==""",-,---- -F � IN9 ii-4,13 : ---_______.'_,1____- I -_ SITE LAYOUT U INV S-312 I'll 1 , J10 -,.",�,---,�.i�,==.,-"",�-,,,�-�,-'-,-��,� -----t,- --,-----�--�,-,�,----------,-",-,-,--�-"-- '19-�1_i;21i2�2E-L'_', � -_ .------- - ___ < I — 11111==..... I 0 . L",-_�jj,��'�, _______ ___ --=.=- 7_ . 1, - 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET CI.O. Ljj " --- ::::i �� --=,-_ -----"-' M CRASIS ie$1_440 vl�`11 I ...��='='='� 1:��5----_-,��:�_-:-_-,-_---5 __� 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. PLAN , L , 0 - — - �,_ 1-1 , ,, - -,--.-- _____�-_---_===1=__= __L__- I— ,Z": ____�_ __, ___:��,___ _----- ___.___ �:7 __ _____,.______,____ __ =�� 7- _____Z=Z=_:fE___=_=_=,_E� ____-_1______1______________ - < "' 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. I el __ �__ . I < !�� I PROJECT NAME: GATE PETROLEUM @ ATLANTIC BEACH 8. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. , ,_ -_ @ AUTOMOBILE SERVICE STATION W/ 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE 'will-.1-111f,"____ Ld AUTOMOTIVE SERVICE A"WHALT NOTED �,,,k %,%% 11,111, I" R I - F ,4.1 � I- . 41 .. . I < L � ... " 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. ,�.'.. .1?. , . ...., ��11, CD 4 1. .. ,:� 0% I OWNER/DE&LOPER: GATE PETROLEUM COMPANY -Z '*�*.-* .% 17 F-47i 1 1. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE I .1 - . ASPHALT -- L .- ... I I ) �� - 4 � FD jyp_,�k4l . COORDINATES FROM CLARY AND ASSOCIATES. 11; .1 0. L;3.0 I , Z: 11,V N-3.54 ENGINEER/-ANDSCAPE: PROSSER, INC. �'; * : = � I : = I . * . 3 DRIVE SOUTH 12. PLANS ARE NAVD 88. _� . : * zz 0 1 " ' :: -________ ----------- - -_____ ; _6V@,FP4--.,_I � - -4- SUITE 200 11 - =-. -J -. STA . ." - I JACKSONVILLE, FL 32224 _ . .60 . <- � I-, ) '. It D .-.?Wlft'--",�,,i,�� 11 - �: � k,..�\ 1�', 1-1 .."i .. n ` �� = . I ,� ` � I I - I - � / �� , ,/1 I U �I _1 Z -] j1- - ' 111,11 __ ___ ,LTA j BL \ TI NG I ---,I",� I 11 - __1 � '71 � F r_ _ -11 - I - . . I I I . - . - - - '' . . . � I I 1, .. 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",� ,_ ` " - -�'_ �� - `1�51 ,�' I , . , i le � ��\�' ,-�11,I"7-1,_"""_�'�"'��I""I I I 11�11 , �'�'�'= �' I A...;" I � ZY , ,'- , 35 , � ,� I , '�'' :I ' ' UT:��`,'�'j ,�,�-5, � , ' - ,��" � "'� , -"'� '� � - I I I " - , 1� �"' �' "I � "�"''I, NV_0� -�.11 I 11 I � �". , I� I I I I ,, I 1. STANDARD COLOR FOR COAB DETECTABLE WARNING SURFACE SHALL BE YELLOW. ANY 'S ' ' ' � ,� I � " "'�','� %-Pc"�J-�'�'j �", -� '� , " " � I I " "I _N :!Y!)�W' ,_ ,_ "�v',t�A� wl ',�' ' 't�� , .'� ''I I op ' I \ 11 I""'� , "' !�'� - " --- " 'f'�' '� - �' '' ' ' :-' �� 7. 1_'r"11'�'.�"P-115 - < �'T�`,�'� 1 , 7" '�� ',' , , ', "','4_� _5�1 � __ I I I ' ", , ':��,-��'i�'��"--L"" � t -12 � ' `�(;LLAMVU I��, �,�' I - I I - �qL,E "�z,,�-�"e� ,� , � 11 -�'� 'I� ,' 5 ':�'�"� .I I.,LF. I - I I I I ",I � 11;I 1, ,."e " , 9" _'Xf�"�" �:-"-;4 � "w I , , , :� , - I � 1 9. I ��" ', 'M 1�1* i� I , .1 - . I I , 1; 1, ' :�; I #', I � I � ''I . - �; , OTHER THAN WHAT IS SPECIFIED ABOVE WILL NOT BE ACCEPTED BY CITY OF I� I I, � "' - � , " , �_.' I ,� -jMV.=1.25 ,, , , , , 'I'll I " I ' 111. "" , , '�"�' ,I"",� �� " ' 1 41 � I � I 11:il I 1�� ,I �4 '-, ' 7.58 '219 ` �"�"'�3 ` ," RCP 9,�9 5X,�, ': > I �: � ,)CLEAN( TYPE OF ADHESIVE OR GLUE DOWN MATS; STAMPED CONCRETE OR ANY VARIATION I I I I , " ,"""'7- , 'A"V' � I I I I I : �� _ ' 11 I I 11 I I 11 � . , I ��:�'-4�i "�"�,"''�� , -:-f,, I n" � . . I � I I� 1: 11 - �'�'" I I� I I I I I I �, - 11 I�"�. jr-"I ��. 4, ' X'_" �'4"_�'�'3�� '��I i� A:"""� -"�' " , I 11�1 , "I I � , '� �i�'��K� "')NV.' 1,Of ,""i,,, ': ! � , I I ,' "K, I -': .I I", I� ''i I 11 , , , - _ : "�'� "'�' , � "I -�'" �"'��'� ��' , -,"', , �_ ' ' fq"'�'�' �_" ,.;, I' , 11 � I I I ' ' I , I , 11 , 4 ' '� '�'!"'�'�� " i I '�: �' � �� I - I � ., 11 ,� I i �' G - '� ",I ' \ �, -�_ ' ' "�"" ",""";: L ��' , I � ME ATLANTIC BEACH. COAB WILL CONSIDER ALTERNATIVES THAT ARE EQUAL TO THE I ... �J'��"- "�';'�'-f'�"_"",�f �J"�"A ;I � � , � I I 11 -1 I I I I , I .1 '�'.I . '",��-,� '�!:��':j�.......� __ 11 11 ': I � I I I I 1.11 �� . - �0' ' PRODUCTS SPECIFIED ABOVE. COUNTY ENGINEER AND THE CHIEF ENGINEER FOR 1: 1 �'�' . , . , � � , ,f, - k j��4.8 - I I I --'� 11 I 11 � .1 -� � I I�. I . I T�""-,,,, . "'_ --�,, ,-��,,,,�""","�-',�""�:�,'��:j"-'�"l "�!-"� '��Ifll� � I I I I I .'I � ,I I .' I "�'± 0 M-- '-'� , , , , � I I I I .1 I 11 I . .1 �" 1, "� ;' "�' "*�; �'�, , , " ", ,,,, 7.0 , I � I \ � - " , �' � ,".��;_ " ""i, � � , ,� I I �: I 11 . �' , � � , , -1 '� - � I I .1 � . I I I - I' - '�"_',F I " I I :" : I 'll - , �'��41� 11 _V?'�"�" ;� q',7 "�!�'j" , I I I � ."'�' , , I I I . I 1, I � I I -11 I , -_ , �'�': � I: I "I I 11 - -, DEVELOPMENT SERVICES WILL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE '�" I I � � '�1�11'I-1 �'l I . ' �' I �. I I" 1. I 1, I, "."11" �� -, M�,,, I I __� � I " I 1� I ,'.. 7.98 V- 11��,,,, �'1, ':�'�'� - � . �",;-��""', lz�r.",,I � �11�'�'��" "11!� - I ,� I I . I I � - 11 11 ,5,1111'�"" , I --- �� , I � , . 11 � I I I , � � 11 I- � ;;.-Jul I I PRODUCT ACCEPTABILITY. 11 I ��11�1'1 1� � 'd�"' � 1. I ' o. I � I , � I I I I , : _ '� ' � ' L . ,,, I I I . I 'OP'INA ----_- I I I �''�11 . � 11 � W . .... . , .� ' I - . I I I 1,� I I � 11 ' 1, �' I � ,,,�, I I ., rA - ,� I A140 9 TfORY C Ib __ . 11, . . 14 I ' . , 4, " - - , . . 7 ' , �:'Ir I , ' I I I I I - �' � '' I', ,� ' "'� ' . I I I 11 I I I I I 11 � - -6 YAW` I �� - I I I I 11 � I I'll 1, 1:" ,, � - R'0-9.0 . � A. , �", , "" I �, I I , , I _� - I,I ,',,'A . 9 I .... I ' �7 . +It',,&�- 41.40 - .�' , I" 4, g� ,, .10 .11, , .07. ' I .. -��' -'�!""�� ' I . , , I 11 I 11f R1�� '105'1� ' 1.. -%.'�''N, :.4�1 . ,. ,96' 7.9. , � P .'.1 .I -��' , - I I . . . . . -1 . k� �i" �":'_ I I � z' "I I 11 I I � ' 111.1111, I 11 I I , I - '� > , , , - I � I, " I I '� I 11 .11 I _i(_)111J'-Ir � 52 � .1 , "� 4,7 o'x . - ,_ ,- ; I � 1 � � I '�' � �' ��4" , 4�� .' . I a I I �I �wgl'r[7��11'1111'�ITZIN`q� -7 4 1 . I 11 � 4 1 . 2f-/im, ,, '��:�""""'��",'""�'��:,�� "'��"�"'�""' , :' '!�I,�I I'll 1 . I ' ' '' �, I . � �' � ,""I o;',�; �"��I "� , "o"'' 94 1 --- I __ I. '�" � 's , . 4 '. . " "a' 1� �117�""I�,�"-"�l"-,;",",�i�,�,-",�' 'Z� I��'� "", �"r, � ';, 't"��5:1 , �"�"'f�� 3 "A " WIDE - 'q I . A , - I. , " __ r 7 � -'A__� , 3 . . ", � I ,,1;"�A'qd . . 144 1",� � , <1 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6 �j 1 -7)3' ' , " "N x I . "-I 11-1 , '_ ' 4 1 . j a Za �, . � ,;> '�" -11, __ ? � 1 . - � . 1 2-7 � I . 11 I ,, ", ,, 11 �' ;"' , �" ; " %.# , "I , . '4 '' 4 . �. 1-4 I,; . '; '"� , . '� 11�' I '�: 11 -11 '' " I- '73�LF'�'1 T! ' � I '�9 THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE ' ."_��' -' - , _ I I--- , I,;"-, "I I I. " I ; I , I . I , 1� I --- - -7--7 -.-,:,. .--'-- 'd-- ---� , I ';�-"'7�"q�T-mm' " -_114�1___'-_1_'- ' 7 I I 'll , . 7.70 t;! PAINTED. I � .4 1 . * I I . 14 :h' A. , - � . . .. V:4� � 11 � � � .. 'tp;."; - - 14 :--.,;"4 't , , .117 . - __��' , - 't��.. . � I � > :000 � � ' ." 77' ' '-')-'-7-V . I ,, I 4'i a . . ;,-I- --,-,,-,A--- . . 1 I � , . q , -I , 7-'� -----------�-' -4 I � .:, "4 . �w ,' . �1 _:.� - , ,L :M, d__-A___-� I '11 I 1. I'll I I I I 11 I I. -, 1� P- , - I ' � 41) I 9 . I 1 4 1 1 ,/'- RCP 0 'O.5 j) , '�o ' . --;�- - . � , 7.4 .�, I - - , I I � I - , , ,-.---,,,_�___-I"�"'-_�."I-_"'q�_'_,�-_-_- , � 14, �� , �' � IV ' _j A � I' . '4 �: 44 1 � ' I , - �I I ' ' Ff, I I I � � . �� 'i. 4 , . I ` '", ,� , -,, i , I L " " I I ' ' . " .. . , . ,�,�,�:,,,"�,�,-"�,",,,�'-,'�"�., � - , -�' 11 � I I I I ,,, _j 4 4 1 1 "A � . . . I I � . - - '' , � I -1 I I I "' . U) 12111-A--- - I --- I a , ", . I I , , �� V , , , �11 I 1 4 1 ,11", It . I DATE : JULY, 2015 1 g I I . '4� :'i . . IV , 1. 1, � :f .. , - _ �_ I '4111,1 "3' " �'e , A" i , . � , :1,� � " __ I . ; I. , I "� .' 'd I., I I / ,,, >_ 3. FEMA FIRM PANEL 12031CO409H. FLOOD ZONE X Is 7i-,.----:,--,� 14� , 'i .. �' . 13 . 41 ' I' �" ,_' , �' , I �"I m . . � . . VI . , 14 I . �. 1� . �' . �. 'I', "I,�';l, , , ,� I I , � �. �I IN 0 1 ' 11 �4 � '. �� : , "� , " 1. I , I 11 I. I I � I I � I I - - __ ' - � . , I ' , * , � I , I . I . , ,1", .' ".- . . - - � . 1: '14 , 214 R " A '. . . I I -" � , -` Id- , . 'I. I I I�� 11 I �' lk I I..... I'll, �I , � � 1, , � , I . ; ''I � . , . � � '�� , � , 4 � I I I --- 7-. . r ' " . I , .' I I . '� .' I ):,-, , 11 , I �� 6 F� I-__- � �� 1 '�_�'� 14tQ�' ,'�' '�'� 1, ' T��- , . ,"__�, -, I , ' . . � .' 1,', � �. I I I I I I I �11 - - - 1% I S . J � I � ';f � �; , 1 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT 114001.01 1 - �71 '_'"_.r'!'Xa_�Z" - � - _6 4 � . I W - _ , , ' '' . . I ' ,.A I . V . . . , ' , , , , I , , I - A . A , -A, - _. . - - . - - . � .-ZL- -U'- ' a 7.92 ' m " $. . �' 1 '4: 1 1, I 4 14 '? , . " � I I . ----4- -- �_ - I pFtojECT No. : � I . J� V� , "T -7 , � , , ,_t_.� L_.��. -4- - -_ . , - - -1-1 -, 'r , . � - 4 1 1 � I 1, , �_ I � I 11 - I ..11 .14 N . � ,,,,," 7 I 4 �. I , I I I I �"�" 0 - , . = _ 1 7. 7"17'. ' � I, :"� .. . 1 � I I . �'' I I _� I � ASPHALT. . I �. . . a 4 -4 I . ,,I I I " "" """, -, ,"" "'� , . I . I , , �; & I 1.11-, . � ' . � 0 1 . ' ' ,�""?,�""i"""",�"""�, �0��P'IMAIRR'6� "'N" ' 10%.'N' ' , 0 ' I' 7. -Ir-,-'��'-r-'-, �---7� ' I I , y � ' IQ - .I I I� . I , "" . - I � � "'' "� ,:" �' I � ,,,,,,,,,,,,", -,,,,V',"�Ij' � T ,,, J.141h�__ I � .1 4 , I., a " . � I � , ': I . . . . I I .� �� * . . I . J , , . . , I , � -, � � � , � I I I �� ,' 11 1 . . I I . . I . ,a '-" � , e� 4 . - I- '- . 11 I I �.� , 4 ,,, " ,I , ' -4 -. V . � , I , 11 I I " !\�' By : JBD 1-11 ' �� ,: " , I" . 1 I'll I . - " I'll' '' .4 "� .,,, ,.-, �' - � I . ' ' ' , , I I I "'��'r)f7"',",� . . 11 I . ., . I ' , 1. . I . �1'1 ' 14 . . 1'�-' . I � . . I ''I I � �A I �. � .. ,V , '�.'I�'1:' I I 11 I I 11�1"U' 111111 1 5. F ND AS-BUILT REQUIREMENTS SEE SHEET C1.0. DESIGNED �" I K� I . 4 , . , - , � � I � , - I � I '.'i . . � � I . . . 1. I . '�q��>> I III �j ,' L_- -1 ,"'.,-'-.E�J, '� . 41 " 4, : . - ,. � . I . " - ' I , , ' 41 4 �' , , , , '� I , '11� I 9.3a+__ 11 �j 8 11 :� ..�1' . i 1, � I 8.1, 8,31 d --- ---� , i I . , I ,,,7 A 4 1 . I , : A"� _--ru 2 'd � . 4 I , �' . A, 1* 4 *.C3, �� I. .1.m.^." . . . A I 1 ' 4 1�I lel��'I Z��I . .I" ......." '� """"'� ' - I ' . - '. I 11, �' , "� ,'Z -";�� i"�-��" I� -01, DRAWN By : D PT . I I ' A V , , . , I � , "4 ' 11.93 ' � , * * 1� � . �� , 1+ . , � .T. , "I "I Z"""�'��"�"'��'"""""""'! 'P�""'@""" , I . � I � , ' .I I I . : I I �: " , :�If' I 11 - ' I I 11' ' I I 11 �11 " '":"'�'"",,"" '� """ _� ".7 71 ' ' � 8.20 1 '. '� MR. "I I 'q� �._* 4 " . 4" � I -, ' ' I, ' , � '/ � � � � """ """, ""'�"""'- , I . . � , , W) 4, 4� .M. . 4'y,'! - . .- ,V .. , . 11 - ' , '; I \ ,-"V ' � � I . I I , .. , ,-� I 1 '7 1 ' , . 1 -4 , � . .. � 14 1-- P 1�il' f 11'.1 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. 8.81y 44, ,111�0 1 .4 1 " .V" �'11 ' , '4 , � , 1: , , I- � /' ,8� a' :�,-7- �,- I . '0� ,�� -, . , , I � �'�'.414� ,:'I � - . . 14 I ,. .I I , "'�"f',"�"""""�,",""':"-� _t��"' �""","�", 1 STORY STUCCO AND WOOD FRAME , � " " " � � 1� _ I I 11 I I ;gg;��-"'' " I I 0", 7,i ", - 1 4 1 1 1 1 - 4P.62 1W , . 1 4 � I I, . :jl -0, -� -4 , 'I , , , I I,; �- .'_i \ '", *% ( 01"', '. I , 0 . 9' I ' 'I � ' I I I '. -"�I, '�� , -- * - "-" �" � A ' 2 1 ' ' A � . I 11� . , I 11�r_-.-!.V, ,� - . 00" '' 's ' T I I W�6 .....� FFE=8.40 "' 4 ' v-1 , . " .�y ^ . � ;'I'' �' �,' ' �' I il� I I . - ' -j7, ", . ,' , 1 - � , '. , I � I 1�11'. -� , I I ' �7,V ,� g�-,� . . � � . , � . � � � , ,. g , . � " I I � , 'a ' I ''I �"',"'P!;�T"��'�-""' 11 �4 , * A I , . I � 1. t �- � - " �I . I �' �" I :�� "": 3Z '?_��l �� , �. I � I �, I I , '�"""�""' 'A �;�"I 11" � 04 � I , � � , 'I " 11 ' 11 ' ""'`��"')'i�"'� 7. COAB APPROVAL OF THESE PLANS DO NOT INCLUDE APPROVAL FOR -1 r . . . �' I I 9 ,�4' : -4 r.� .' . ".Cp."'il I 1, .%� I 1 4' . H , , 4� . I I . �A I 0 , � . I �- 'A' . , .C3. n A , . le 1: I �A I , �"' I I , . 4.c�. � I . 4' , 1 qC3 ' �I '? I """,,f"",�l,,,;�,�,�,�,��-,��,,,�,�,,� I , ' -�, - -1 - . '�' -?.911 ,/'%' , '. .1 ' ' . . !, - . . I I A ,A .4 .' I I `11111`1'1',""';'�""��"" I ,� 4. �, , . "i, . � -IPP-V ' � 'q I I � .14 'g . I - �d' , '. � �� - - -� �". I 11 .I It. , � �'� �... -- SCALE : ' 0 , �j ,�' 6 , ;a .� '�4 ' ' " I � , . � � , , . A' , , . '. . 4 ."I I"i , I i , I "I 1... I ` I (n k D WATER MAIN, HYDRANTS AND FIRE SPRINKLER ,��j--- .__�;_ 7.88 P .3 4i I .1 . I . �. , Vo� A 4 �' I . I I �4 1 �I I, , " , A. I " . I . . I �. . I 11 I I , ,�' I�11111 I- "' 1�1 , -- , - , , ' I , � � ' --,,�,,,,��,,,!,""�""","","��'0 ui�,""" ,,, '--', ",� �� , ' . , "' 4 . , . ,. . ' /4' I . , � I I . . '�.'�4 . ". . I 1: . . �' , :, I 1, I t"��' ""�"""'"""",x"�, �'.� , "" 'J' 8.04 1 � . . , I � , I . I '4 -, - � . 1� 4 1 L I ,,,,��,�,��,,�,,�,�,'�"I'�lI��'�"' ��'-"""�� E - 14 Ra. I'':�� , , - 4 � 4 I I . � .. , . I I I - 1�111' I �� I 0 '�� I le_' - 11 _11 4449"��' "I""", � � T5 '� I � I - - ' i CLEAN '' 'Ii i ",/",�'�� .1 I �d 1 4. . 4 '� . 216 Lt '1Z ' , ' , �4 , ' A --, .1 ,� A i I "I.. V'� ' I 4,(11'_�'?'). . ' . . , . 4' : � �'�''. ", , , ,'a, . �' MAINS. -"�_- I I �j I I , I I . -1 " 4 , 4 1 .'', - � � I � q . I . 14 ' T " -__R4 I _t F-- . I 1,; ''. '.' '4� ,- 'p. ,-.' I I I `�Id' 1. I., , '��4 1 1. 1, I I . I , :,I '' . . , I ,�'�'� �'�'"" \ �A. , � 4. I 11 � 11 _��'� , . I � � I I I- - I �'"--V-"' "" - . I " ' 14 - .1 11 I � , ' I I '�' I � - I-�- "'g- '"111�!' J'' "i - . -j " . I 4--- -1 1 I 11; . ?"t� .. ' ' . , ' I 11�,"'"I I I , �'�" il 1`61"'P�""""' -_ I �'P. � I . � �"" I' . I 1, - ,3 .. � = """ ' ,��' , -""""' ' -`- "' "" ' \11 No. Date Rovkkm 1 4 L� . I 4- . I . . I .. I � '� � I ,�`I��, '�� _w�,�""""K"��"'�"-'l 1:�"�)5 "', 7'." 8. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. 1:2 M L -4 1 � �q \!i�- I I - - : , 'w", """"' I . �d .I . . .' a � I'll - _� I— - _ , - I I I - . I '� V � I " I .1 I 1,-1 I I I ' - I'll I 1� �� "' - ''I" � 11 I , I I .1 _x_______'o' " ' I ��"' I , � I 1- ' �" I ,;�" �� N' I � I I " , I I I - - j: ", I ' - I I - � I., ' ' _�' 111� - , -, , "��",I., , I , -� - " 1, I I 11 �* I" I " ��' WINU,0""."'�'� `11,11�'V�%' ,_111 I�- I '' N "",� ,,,, - 11 . I , -��%' " . I ' 'I", "'�""'��n� I ' """-,-''� _�F% '�"',"' , - " I .!r\' � I , , , � "��'W I I I - " ""L :_ , �' ;� ' , !�' ''��;""��"' , I "I I ; ' 'ffi"�," 5, Jl"' 11�1 - '!4, ', '' ,' ��'�' ,,-�,,�,'�,�,',,',��,,�";"�,"�,� , , ,,, N .1 �""'14f - � ��'I'l",�ll,""-,��,",�,'-,-,,' "'�'� ,, , I � I � . " , " ' " M"TW t '�' . � � I ,, , ",� . I I I �e' _'' ��e" v'- I - I N 774r �011�111 'N'R,�'�_""'/111"""'��" F" � �' 1, ", I ' , I 41- - 1'-t,�'I�W-W-i�-Ww- ,,,, WqA ------'2=�_rll �11 , , 1, ��:� 11 P """' _"_,7.i5"3 -- .__ :� . � � 11, ,--a, -- -7- 1 - I,,;--I I ��' . . I ; I'll � --- 11 I 'e'�._"�_'r_ � ' . �' - i,- , 'A ' �_ 19 - - ' - - -_ - 1'62 ' ', �", ""�g�,"""g""""" """"' ' 1W, P_-@� V -1 .1 I -� - " '� I OU " 100 . 1 I V'� 1� , - - - .I � 1. � :1� � 1, JINV I 0 I? I I I . . ". � � . "a 4 ' a , I .I � .�q I I , � -.4' ''4 0.5%' - . . : �4 - , - - I � A- I .1 . , � ,,,, k_ 11 I-.I-,-,-'�_`ell 4 �'97_ -�- - - -1 ,'-'7 ,� '� : - AN�:- -� -.i� 14, 71\1 � I .' I I � I ' . :' - , , , - .,�'j I I ` I`-1 "7 -/ -C , , , I I 1 8.20 "I'll '__I � 'W_"�'_"" _71Nw ,111,1, "I " ,; 1-1 __I � '� �, I - �§ I �� '��"' , �11 . - I I ',,'1�0'11' �11 I'll "Ill , � I ��'ejj,jQqETE Pt-,141 -A I� ;- � I ___ '� 9 ,""', 9. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. Q.�jt,.�r �"I ""', ,� ,A,RL � I I ��"',""'�1�11'11,' �"' �""�' .1 I I 11 L , , ", ""�'-' , 1 , ,,, , I I , '�'�""'j"j� "",o" ��z 11-1 I- ,, �..�. , �� I � I I . I" , , , ,I/ , I _:��' y- 7'"' 1,�',,__"' - �' , �y 1_1111� " I � ' 1 7.52 '17 ppg��F�;;" '3_-�w &52 o_a' i I . I � -�N\�"':-;' , , I � I , " ,,,, - , I , __ , "',� , ,�' .' � �� " ',�� \L I I I I I ' " �� 1 R - - I ��'__' , � I I ., ,,"I I��''' '-"CLEANOUT.",�"",�,"��'�_' ;L�' �� , I - I , '"' ' _'''Z��`��a' I 4_'. "I",",,"�"�'�' � I � , 1, 'I " "; , CLEANOUT, ' ' ' 1�11) 8.08_X 1_"' I � � Ill-, I � N: ��' ' I I I -;,1-'CLEANOUT e I I CLEANOUT' ICLEANOUT ' I av ,� "">��" � CLEANOUT . I =ANOUT� ':� � � I I I I I I I I � I '� I � I I ,,,� -';�'��'�'� � I ,. � �'10'1"'"""'j ,� 1.9� '� "" "'I" 11 1�1 I I I "'pll - ", - � -1. - ---- I ,", " '_ '"'__� ��'�'_ �"_' ""� �'"'�� . If- I I I 11� �"I , ' � "' ! I"�' I 1, " ,,,, ,11 I��'�"�. ''I "', 11 I I - . 4' , , 6' 1 ,' I e� "�' ��j W : � � "', " � - ,, "" - I '"" - _______--._--.�- - R, 11 -11, I I " I I I I I -_ �k' , Lt."Vl�lv"�' NOTED �"' �' I I I I��_'Y."', I ,,"" ."�� , - I I I INV�- '� I - , � 11 I I __ . , - � 11 I I � I I'll M "I I'll ",�'� I I !' I .1 -1, " -�7' ,'�""'� � �"� '�"' ' �R I 5 I �i :':� , I� �I 'INV.=i.5i �:��'�''� I , I I w "'4"+'� 1,'.5.'/ �� ,",� '=2.18 ' , INV.=1.6 I , �" I I I Ln I � "" , , 10. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE - -81.03 "'' 2 - �� INV.=i..8 g,�'� \ , 4W �''��": :, INV. INV."2 00� '�/0"'11, "111,1111112, � ", ��' , I - �'_ , 7 � �' ,';, I I I � � "�� -1 - &52 lMd '��j , I �' I �"'�V' I �' 1�1' �'�'�'�,�vf' I '�'�� " � I I x " �"'�� I vj�_All �111141 " I I I I -1 I , , , , � I ' � I , 11'� """" , "", "? :' � � I , I ,,,, I I- . ; , -7 "rr 7-7 . ,I I "I 9 ;�'�,' �' 4 j " ","", , �' :INV.=2.69 - ' ' I "l, � V N � ''N,'�� _"'� ,/ - ""_ 7...7.......:-7 ', "'z"�, �'�""�'�","'��'11 " I �.,- T*' 0 I I, ____ - - -� 7-7-7-77 . "I "�' � ' � , I I ' 3e' ; �," �I� '�� ; � % N 8.,J;j", 8�2 � I - I �, � I �I I I ''��'�, ��77� 7 , ,,, - , I , , � : 11 �I - I ., , I I 11 I �� ,,,, '�''� , �11 I I I I �'�"I� ", I �`�'�"""" I �' I I . I " � � I I � I I I I 11 - � I " ", I 11 """I , "A I I I � I "I . I I � I I 'fz'-'�"��" �"'��" I � '� �-� 1,,,,, I I o �' I '' , ," 11 . 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I I I I : � , , 11 ."��__ "�" �" H , " , I _j I - '�__1,11"', I � i, 11�' _ I -� 1 9 COVERED CONC . �',w e � -;'-�� I I I I I " 11 �",��'' , __ ,"", . � 1, I I I I � � I I I I 11 ;, I I I I I I � 11 , I\N, I � "'�,' � I I � I :% '� , �I"I� T��':... ......A�' ,"_ , I �","I, I I -0 , I I I I I �' �"�'" :,,� , ��""�' , I - I re � I I I :"I , I � � I I " "M - ' , I I - ' : I , I, I 11., I I I I . , I . I I i - ,"_ , 419.0� "" _ : . 1, � :" 1'0;_�11'�I I '��' I � I ;.� , "� 1: I I 11 I'll, '��' I-:2 -1 I - I I " _� , , " I'll -11 ; .� "�'�""_"�'1110'_ - -11 "�'�", , � Ng', ._.�__ '� ��'," � I 11 "�� I 'e", I I I I I I . I I I �", _� � "Ill' ' , , 12. ALL NORTHING AND EASTING COORDINATES BASED OFF STATE PLANE I . 111 .111, I I . 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I ; ,A T _el.�,:�;� ;�' I . , �,;_ , � ,;:, ,� I I I i NOTES: , - , I It � �, � , - I , 11 :, ,: . ; ! , . , �, """" GREASE TRAP --,� 4 _ ,I`, � , � - I��' \ : ,, �. ,.I ,��: "`�� "_� , , -, �:I"� z 11 I , , ,.:,��",1111-`1 , � , . , ,� � 0--, , - �--,-�� ,�i,,�,�, I 17 �...1 ___ ,��, ";", ,',,",",i",,� i -1 .\ - , ,, , , "',"', � I I .1 , -, , � I I I - `:','��,� ', �,,', ,,, I I I 11 � i 1! . � , � 100 GPM MIN I � ;,,"" ��. I 14��, - �� ,�, , ,I I . . . — . . — . . — . . — , . � i WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY _____ - � ? I " , '' , — . _-111111 \ / . �.�, , I . , I I ::�"_� ; � I ., � , . __ 1 \,�/ I ��1�:� - � I __ I. ALL EXISTING i '. I __ _y 11, � r I � . I I�; ,- - - -,:� ,I ��, ,, I I i I I 11 -, " i ":'_,�,,-�", " ,,��' � I . -1� - 11 I ..;,�",�,,'; "":�,.,,,,, "';�, I . I : I i \1-1-11", . il . , , ,�, - , " _��, 141-,_ � 7,��,,''' I� 11 ., I I 11 �,� 11 � I I ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. I il -1 �� ,� �I ��', :� 3 "I " I (BY OTHERS) 1��.1�:"I'',?' 1, �_�i 1;,� I" I ,,,, I I 11 I \ I , I � . . . '', I �2, -, I 11 I I � _,��_11 ��:,1, I - I . r 11 I ��;,:,,,`�. , .", 1 71 LF 6" . .1-11 ., �,�1 , � I . — , , — , , — , , I . I I ."I I I :I - I - - - I I I . 1. �F , . , z `:'' , , , � � . — , �_ ; "� I I'll � i . 4.', ��,J,,�� , �, : . � 11 � --- I I ,� : \1 ! : ,,,,,,- ," " , - I I I PVC @ 0.40% -67 I r-' � I . . . : 1`1 �� i I � ,�,,,,� ,,' ,,,� I I-,:� , I � , � , I � . 1 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY I I I � � � I . 'll If � 11 I I` , 1. 11 I 11 I, --- "I I 11 - , I � ,,,, �� I� � :�,�Fy �, - �I"", ,I � ,� �,,,�I , 11 ,,, ,. � CONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE SCHEDULED . X ., " I 11 �e:, , , . I , . �.,ct, A 6" SANITARY—, I , : - Az�- � ,� 1, ,:, 1, : I I I I , i 4 1 SERVICE STUB I 11911�`�,q�"q! , .1 11 z 11 11 --- i I . . " I.,I �'� � _ , I . I .,,_:� rl I � I I . I � I - I I I � I.- I�-,, ` I , I I � I . i I I 11 INV.=4.50 I I 11- I I � ��_ 11 �'"" , " "I- I �:,�,�,,:��Y . � : I 1 48 HOURS IN ADVANCE THROUGH JEA INSPECTOR. I . I � - I_'11- ` I I � Jw -: �' :,,", r I I I ! , I I _J,71,+,�1111!"I","",_:'!"",� � I ; 1: . , , I , , 1� I A _�__7_ _71 ,�.5 �, 11".1,I "I I q - I � . 7;� , , ,� ", �1. w,I I I . I =w I "I - I �, 1�_-�1, , � ';:-, , , , ,�, � I . 1. I ; I ,, , I � I nx_ . , I I I ; I , �, �, , ,� I 11 � � ��", , � �I I : i I 11 I 01� �1'11_ . .:,�',-�,� � I 1�11�.",, ,� I "'"' "I I I I I i � ; : I CLEANOUT—' "I , i a! I . I 1� , �� , ", � -1 I � I I - 11 i 3. NOTICE TO METER APPLICANT: A COPY OF THE RECORDED METER : I I� . I 1; 1. I I I I I I ; .. , � 1:v�, �','�, ,,"I , 1, ,� .i � 1. � � � : I .. I . I ., � I � I ; -`PIE PAR'Kit,C _,` I , - ,; 11 , I ; C('NI-1.1 - , G A'i i- . - I I INV.=4.40 - I 11 I -- , ,�I �; I �, � I I I I I I i EASEMENT SHALL BE PROVIDED TO THE JEA CUSTOMER SERVICE TAPS I -A � I , " I . . I � - ,1. �I . � .I I I I I I I I I I . :,�;, �� 1 I I I � I 1� I � I " I I . � . I ". � I I I I I I 11 � 11 I � � 11 I I � I �: I� � . — - AND METERS COUNTER AT TIME OF METER APPLICATION AT 515 N. LAURA I I � I ' 'I RETAIL SALES . . ,T_ ,_ I :1 — — — I I 11 � . , "I . 1� 1� ��,. I I 1�1 11 I . X_ X_ X_ � X X X I I I I :�� i, I I I L _ _1 I I �, ''I I I � I I � SERVICE. I I ,� I - I � � I "I I , - , I ': Y. ,,,I I I "I�, I - . � � , - I , � , : ____ I 1 � :,�I. , ,� � I i - I I I 1 6�400 S.F. - I - 1, I - � � �_ 11 � .11 I � �; ::��__ I � i _, � :� I � I /-CLEANOUT :�' I I I �� I I � , �,�,,!�-Itl�, " ', " i I I - I � ; I I I . . I I I I I � ., A i ; I I I I A I ��",11� . 4. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. I � - i CLEANOUT---� . - I �' "I . 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III,0" I—, Ill II i 11111111,1111 I 11 WINE 11 I ' r�' L40 -, - __ _ . _ __�7 1 1 7 - . . - I � . I I I 2- TM FINISHED GRADE JOINT SEALER* Community-Management- Energy-Relationships NOTE:BEDDING EXCAVATION SHALL ACCOMODATE 4 18* 1- - ? PROSSER 12' BELL SUCH THAT FULL LENGTH OF PIPE Y-4 13901 Sutton Park Drive South, Suite 200 IS SUPPORTED. PAVEMENT Jacksonville, Florida 32224-0229 4 CAREFULLY CAREFULLY Office 904.739.3655 Bc+18"MAX. � COMPACTED Bc+18"MAX. COMPACTED APPLY JOINT SEALER 60 DAYS Fax 904.730.3413 Bc+12"MIN. BACKFILL Bc+12"MIN. BACKFILL AFTER ASPHALT HAS BEEN PLACED TYPE "D" HEADER CURB SHEETING SHEETING Be H Lly IM Lly www.prosserinc.com CONC. CURB [LLO C4 JOINT SEALER 1/2" I. R 1* R R3-5L R3-5R Florida Certificate of Authorization �K T Number: 00004050 12* 12" 1/2r"R 1/2'R 7 a" 7. 1/4 Be 6 3/8' 4" MIN. 0.5 1 1 1 -_ I I 1 1 Crown Case X COMPACTED GRANULAR Be SHAPED BOTTOM SUITABLE - 18* 18* MATERIAL UNDISTURBED SOIL CITY STANDARD MEDIAN CURB - - - Cold Mix fL." .77 Cold Wix (LOW SIDE) (HIGH SIDE) HAL� SECTION oval 'ZI 'ZI 00 0 0 0 0 HALF SECTION HALF SECTION HALF SECTION NOTES: Lim erock Base 0 SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH 1. FOR CURB AND CURB & GUTTER PROVIDE 0.1250 A JOINTS EVERY 10- (MAX.). IZI 0 0 CONTRACTION JOINTS ADJACENT M CONWMCARETE PA�1140 N, L TCH THE PAVEMENT CONTRACTION JOINTS , NOT DW4WNG 12'. 0.375" EXPANSIMON BE LOCATED A MAYJMUM OF EVERY 1"TE1 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES TYPE 11 TYPE 1 2. CONCRETE FOR CURBS AND CURB & SWUrMu SHALL USA-E A MIL 3,000 PSI WITH SYTNETIC FIBERS PROVIDING A RESIDUAL FLIDWRAL STRENGTH OF 152 PS WHEN TWO USING STM C1018-97. R5-11 R11-11 6" Limerock Min. 98% Comp. AASHTO T-180 SUCH AS STRUX 90/40 APPLIED AT A RATE Of 4.5 LB/CYD OR APPROVED EQUIVELENT. COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE C L A S S "B" Temporary Typ e I Repair AUTOMOBILE SERVICE A SIN'LE POLE L 'OR BED[..)ING DETAIL CURB' & GUTTER` DETAIL PROPOSED SIGNAGE U 1 Crown STATION W/ MIN Cold Mix - - - - - - - AUTOMOTIVE 8" THICKFAED EDGE 'ZI 'ZI 'ZI lZI 611 0 0 0 0 AGAINST ASPHALT Limerock Base (ZI 0 0 SERVICE SEE DETAIL 1.5" ASPHALTIC CONCRETE TYPE SP-9.5 2" ASPHALTIC CONCRETE TYPE SP-12.5 'ZI. IZ3 0 0 0 4,000 PSI CONCRETE ABUTT ASPHAL TIC (2 LIFTS OF 0.75-) 4j _,,�_CONICRETE 98% Comp. AASHTO T-180 CID Co'( 6" X 4 '\3 . .. ......... Temporary Typ e I I Repair \3 0\3 C14 ............... . .......... ... ........... 1. ------ Ditch Width(W) +4' M in. 6" COMPACTED CRUSHCOTE OR LIMEROCK 8" COMPACTED CRUSHCR TE OR LIMEROCK Surface Replacement BASE MIN LBR 100, 100% MAX. DENSITY, BASE MIN LBR 100, 100% MAX. DENSITY, Consistent W/Exist. COMPACT SUG-GRADE TO MIN. AASHTO T-1180 AASHTOT-180 1/8" To 1/41)- 1 - o-I -Smooth Saw Cut 95% MAX DRY DENSITY (AASHTO T-180 12" CONSTRUCTED SUB-BASE 12" CONSTRUCTED SUB-BASE 6" 1 1/4" Min. MIN. LBR 40, MAX. PLASTIC MIN. LBR 40, MAX. PLASTIC Surface 12" STABILIZED SUBGRADE MIN. L.B.R. 40, MAX. PLASTIC INDEX \ INDEX OF 6, COMPACTED TO INDEX OF 6, COMPACTED TO NOM�------_-_-_ OF 6. COMPACTED TO A DENSITY OF AT LEAST 10OX OF THE 98% MAX. DENSITY - AASHTO T-180. 98% MAX. DENSITY - AASHTO T-180. Limerock Base 'ZI 11 0 T 0 MODIFIED PROCTOR MAXIMUM DRY DESITY (AASHTO. T-180) FOR NONCOHESIVE SOILS. Limerock Replacement Ba��\" LBR 75, 100% Max. Density 1.5' UUNCORLETE APRON" P"'AAV"EMENT SECTION ASPHALT PAVEMENT ROW ASPNALT PAVEMENT AASHTO T-180 Ditch (W)' d SIDEWAIX Compacted Backfill 98% Max. Density AASHTO T-180 < 4" WIDE PAINTO WHITE LINE OR CURBING 12" M.N:S k..12" Min. Varies 5' TRANSITION Permanent Repair RAMP CURB-/ FLORIDA BLDG. CODE MP.) -1 ___-TACTILE WARNING SURFACE PER CH. 11 OMED AGGREGATE-RIVER ROCK MIX) Note: In Some Cases Portland Cement Concrete May Be Considered FULL WIDTH AND DEPTH OF RAMP) CURB Or Required By City Engineer For Surface Replacement. RAMP CUM GUTTER DATE JULY, 2015 E TYP. 6 6o60000 0000.00000� o S o' � . o `6-0' 114001.01 a 06m.a. Ln .3 o ;o 000.. o*;o. PROjEar No. og-.;o *.1. *ouoog000 D 0* o o 0 000*. o. PLAN S"TAa NRU` AAR D Fr%A V`I N G' REPAIR DETA IL o oo...g ...:.-N. o DESIGNED BY 0 0 JBD o D o *.2 o .�*Go-o TOP OF CURB 5' TRANSITION MAVM Ely : DPT SCAM AS NOTED LO N�'�STANDARD OR MEDIAN DETECTABLE WARNING �CUT & REMOVE EXISTING CURB CURB & GUTTER TOP OF PAVEMENT 60 WHITE PAINTED LINE SURFACE IN & GUTTER TO CONSTRUCT TRANSITION OR GUTTER P ROF I LE r WIDE PAINTED"WHITE LINE DIAGONALS 0 60* ACCORDANCE WITH A.D.A. Nm Date Revidw (SEE FLORIDA BLDG. 41 "OTE;1 ALL GENERAL TRAFFIC STRIPING SHALL BE 0 EQUALLY SPACED 0 WIDE PAINTED LINES USINO WHITE TRAFFIC 5$ 6' Z/I CODE, CH. 11) 0 MARKING PAINT 0) IL 0 IIIIIIIIIIIAL 11 AP HC SIGN NO. FTP 26 3r HAND(";I'A P OR`A M Ou"'ETAIL 0% A 12:1 MAX. Z12 I M 0. .. o -9 7' MOUNTING HEIGHT (n CURB TRAN00"ITION TYPICAL PARKING% WACE LAW)UTS N.. a o. o. *o ol 01 ol LIJ o*. 0 ON SITE HC SIGN NO. FTP26--___._ 41 *.... 0 MAX. 2X CROSS SLOPE TYPICAL AT Z FINISHED GRADE FINISHED GRADE ALL ACCESSIBLE < GRASS TO MATCH TOP 6' WIDTH UNLESS OTHERVASE NOTED TO MATCH TOP PARKING SPACES PARKING BY WHEELSTOP WHERE U) OF SIDEWALK OF SIDEWALK DISABLED Ld SHOWN ON PLAN E ONLY LUE PAINTED LINES 0 THIS SIGN TYPICAL AT Z IV 4' MIN. ALL VAN ACCESSIBLE C� PARKING SPACES VAN 291 X 69" 112:1 MAC _j CCESSIBLE Q NOTES: PENALTY SIGN WITH WHITE HANDICAP 0 sun 1. CONCRETE SHALL BE 3,000 PSI. MAX SLUMP 5- WORDING AS REQ D $250 FINE 2 X 9" SYMBOL BY STATE OR LOCAL LAW 10 THIS DRAWING NOT RELEASEID FOR 1. CONTROL JOINTS TO BE AT SPACING EOUAL TO WIDTH OF SIDEWALK. 2"x 2" STEEL TUBE A 0ONSTRJOTION UNLESS 80 NOTED Z WHITEJ LLJ 3. SIDEWALK WIDTH TO BE 6' WHERE ADJACENT TO PAWJNG/ROADWAY. W/WELDED TOP CAP 6's AIBOVE CK 2X MAX 6' ANCHORED 24" IN SLOPE goog0000000 Q.00.00.00- SOLID CONCRETE 26 6.00.000.00 MAX 2%CROSS SLOPE SHEET TITILE o a 24 o *o o 0 o*oo Q o ....00 oN 6" BLUE 0000.00 o 4" So.o VLOPE o.*o*.o*o OP < 12'- 0" LE C) o.00.o6000 OF CON AND .*..o CTABLE WARNING SURFACE PAVEMENT CRETE 61111 G R A D I N(3 PER CH. I I FLORIDA BUILDING GROUND/PAVING �6* < COMPACTED SURFACE 4 ffiL 'AO%E CODE (MUNCATO DUES 81 DRAIN ki Lij SEE DETAIL) % NOTE: M (MIN. 36" DEPTH IN DIRECTION LIMEROCK BASI 6" WHITE PAINTED LINE HANDICAP RAMPS, SPACES AND SIGNAGE 0 OF TRAVEL-FULL WINN) WHEN ADJACENT TO SHALL MEET AMERICAN NATIONAL STANDARD STANDARD SPACE Al 17.1 AND ALL APPLICABLE CITY AND DETAILS Z CONCRETE SHALL BE 3000 PSI 04 STATE REQUIREMENTS. < MAX.SLUMP 5" STABILIZED SUBGRADE 12" 6' MINIMUM 12" NOTE:WHERE SIDEWALK ABUTS BUILDING CROSSWALK SEPARATEWITH A 1/2"PREMOLDED Lij MASTIC STRIP CONTINUOUS I- < 41 a noft A M1111116 ANU A r U"ETAIL A 11L 10% H ICAP R 2,0F& U Or"TPO'O' 26 HANNDKOAP P RARNKINNO" AND STRIV NU S16""'EWALK 80"'E( T ION SIUN NUN C6.1 No. 62576 IN H11111011111we 0 ------------- CD &0aADk 8 H E E T A, PROSSER 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 6" Number: 00004050 SLOT OPENINGS SHALL NOT BE IN WALLS 2'x2"0/2 WITH GRATE SEAT NOTE: CONC. DESIGN STRENGTH 4000 P.S.I. 25 YR/ 24 HR STORM EL. 6.93 TOB EL. 7.95 6w 5 YR/ 24 HR STORM EL. 6.77 MEAN ANNUAL WATER EL 6.56 EYE BOLTS VNORMAL WATER EL. 4.20 /-8" RETAINING WALL (SEE PLATE 6w 20--0"- 6n (BY OTHERS) 'T%E f D-21 0) 2 1,f4w 31/20 3 2# 3 1 2 1/410 ALL EXPOSED CORNERS "OBILE SERVICE AND EDGES TO BE AUTOm 2" CHAMFERED 3/4- APMO�( 240 LBS. C14 STATION W/ MINUR 2%2"0/4" ANGLE IRON GRATE SEAT (SEE PLATE D-209) AUTOMOTIVE El 3 3 P_POND �BQUQM�� OND BOTTOM SERVICE EL -3.8 #4 0 12- O.C. S.W. 6"- 6" NOT TO SCALE r- VARIES j -RAM MAX. DEPTH 15' r- GROUT, OR -NEK 04 04 JOINTS WHEN REQUIRED J.* 200 w F'ON'0 D h' b"'E C T 10%N r- Cq - 1juUU1�1UU Ell 112-/Fr. O.C. S.W. 1 5/8 1 7/8- #4 0 12 2 1/8##- - �7/8" 3'-0' 6" PVC 31-0" 1 35 7/8 2 7/4:� PIPE MUST NOT BE IN 1.5" ORIFICE CONSTRUCTION JOINT 4< RM DRILLED IN CENTER :1 A H JU 1/8" x X is$ PVC THREADED CAP LL-L I ii-i I PIPES SHALL BE FLUSH BEARING PAD WITH INSIDE WALL .......... an 35 1 Z8- T RCP T RCP w _-1 w 1 #4 0 6- O.C. S.W. CONCRETE PAD izi CONCRETE PAD w MINIMUM BEARING CAPACITY 2000 PSF A r%m A G"RATE DETAIL Ro D"0 K1'' T Y E IN'L E T %'0'4'j'T j Hnq k on,A SEWEwHw4h TYPE 'C' INLET 1/4- ALUMINUM OIL 1/4" ALUMINUM OIL SKIMMER WITH 1/2- NOTE: SKIMMER WITH 1/2" NOTE: GALVANIZED ANCHOR GALVANIZED ANCHOR BOLTS. 18" O.C. 1. USE MODIFIED TYPE 'E' OUTLET FOR BOLTS. 180 O.C. 1. USE MODIFIED TYPE 'E' OUTLET FOR CONTROL STRUCTURE. CONTROLSTRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC, DESIGN STRENGTH 4,000 P.S.I. 3. CONC. DESIGN STRENGTH 4,000 P.S.I. DATE JULY, 2015 E 0 pROjECT No. : 114001.01 + + DESIMaD By : J B D _T I PLAN PLAN DMVM By : QPT 1/4- ALUMINUM OIL 1/4- ALUMINUM OIL 0 SKIMMER WITH 1/2" SKIMMER WITH 1/2- BRICK SCALE AS NOTED CN GALVANIZED ANCHOR TOB EL. 7.95 GALVANIZED ANCHOR TOB EL. 7.95 BOLTS. 180 O.C. BOLTS. 18" O.C. ___\ RAT�� No. Date Rovh*m MODIFIED TYPE "E" STRUCTUR9\ MODIFIED TYPE "E" STRUCTU COVER 2- #8 @ 6 0.C. 0 OIL SKIMMER/GRATE EL 6.93 TYPE "E" GRATE7\ OIL SKIMMER/GRATE EL 6.93 TYPE "E" G ......... 01 25 YR/24 HR 25 YR/24 HR _j 3: RETAINING WALL RETAINING WALL < (BY OTHERS) (BY OTHERS) U U V) U) V) r) 36" WEIR EL 6.30 36" WEIR EL. 6.30 ___�TRASH ';7 TrI TRASH < < BARS BARS I I I I V) 60 O.C. I .A . 6" O.C. 0 Z NORMAL WATER EL. 4.20 NORMAL WATER EL 4.20 0 0 0 0 PLAN '4- 1 1 .1 T -U�) -W -r-, -Co -0) CD BOTTOM SKIMMER EL. 3.2 BOTTOM SKIMMER EL. 3.2 PRECAST IN ACCORDAN CE WITH LATEST EDITIONS CONCRETE PAD 'q- I N I - CONCRETE PAD OF ASTM C 478 6" PVC 12" RCP 6n PVC 15" RCP MANHOLE COVER AND FRAME THIS DRAWNG NOT RELEASED FOR 1.5" ORIFICE 1.5" ORIFICE OONSTAUCTK)N UNLESS 80 NOTED TO OUTFALL TO OUTFALL PER CITY OF JAX. STD. DRILLED IN CENTER DRILLED IN CENTER ABOVE LU PVC THREADED CAP PVC THREADED CAP GROUT- :D SHEET TIITLE INV. EL 4.05 INV. EL. 4.03 < BRICK U'RADIN" AND C) 4.1 SUMP EL (FILLED W/ SUMP EL. (FILLED W/ 2P RCP CONCRETE FROM INV. RCP CONCRETE FROM INV. GROUT, "RAMNEK" OR j ' ki < A* 2" CLEAR DRAINAO%E Lij TO BOTTOM OF STRUCTURE) TO BOTTOM OF STRUCTURE) .10" RING JOINTS #4 0 12" O.0 #4 0 O.C. B. PIPE MUST WHERE REQ'D. U 12" O.C. B. DETAILS NOT BE IN MINIMUM BEARING91 MINIMUM BEARING I-- V) CONST. JOINT [-- < CAPACITY 2000 PSF CAPACITY 2000 PSF IL Ld F-I Li E I < #4 0 6" O.C. 8. #4 0 6" O.C. B. < > 2" CLEAR @ i.._ SECTION SECTION -0 Uj f R IPES SHALL BE FLUSH < NOT TO SCALE NOT TO SCALE MIN. WITH INSIDE WALL. CD MODIFIED TYPE "E" CONTROL STRUCTURE MODIFIED TYPE "E" CONTROL STRUCTURE � P BEARING CAP FD 2000 P.S.F. 6 n;2% 0.6 57 0 STATE DAVJFPF=* 8 H E E T R A A M, 12 0"'UTFALL 80"TRUIL'o)"TURE 1 y t: HHU U MANNU OUTFALL STRUK")TURE 2' 0"T"AM "'EWER T"Pom J-1 T"'U'H J-1-F LE TM PROSSER Community-Management- Energy- Relationships w _j _j 13901 Sutton Park Drive South, Suite 200 M RESTORAT1014 NOTES: M < < w Jacksonville, Florida 32224-0229 n < 1 THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA,TO REFERENCE AND RESTORE < 0- 0- 0 Office 904.739.3655 < PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER LOCATIONS ARE < - U) Z Fax 904.730.3413 o 0- SURVEY AND LOCATE DATA: AVAILABLE FROM THE CITY I OF JACKSONVILLE ENGINEERING DIVISION. 0 0- INSTALLATION NOTES: 0 Z < Z < U) 0 2. THE CONTRACTOR SHALL F ESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR > www.prosserinc.com 0 0 1. ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN IN FEET. w DISTURBED BY THE CONSTRUCTION OPERATION. 1. CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2, UNLESS Uj Florida Certificate of Authorization 0 11 2. ELEVATIONS ARE BASED ON N.G.V.D. 1929. OTHERWISE NOTED ON THE PLANS. 3. TRAFFIC SIGNS AND PAVEK/ENT MARKINGS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION IN ACCORDANCE Number: 00004050 w 0 11 3. LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID SPECS. WITH CITY OF JACKSONVILLE/FDOT STANDARD SPECIFICATIONS. 11 0 2. CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R.O.W. LINE. 4. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN w 11 0 4. EXISTING WATER AND SEWER LINES ARE SHOWN AS PER FIELD LOCATES AND SUBDIVISION AS-BUILT PLANS. 13 0 3. CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN IS ACCORDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS, SIDEWALKS REMOVED AND REPLACED IN CURB AND GUTTER LESS THAN 5 FEET DEEP,THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE. w AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE SAWCUT ALONG Xlxlxlxlx 01 El 11 5. UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND PENETRATING RADAR (GPR)AND A DIGITAL LOCATOR. CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES HAVE BEEN LOCATED,AND SURVEY HAS BEEN COMPLETED THE RIGHT-OF-WAY LINE Oft NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET. 13 1:1 4. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH,THE CONTRACTOR SHALL BE Uj ONLY ON ONE SIDE OF THE ROAD. RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES.THE CONTACTS FOR JEA ARE AS x X X X X �0 5. GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION OPERATION. FOLLOWS: 11 11 6. ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS NORTHSIDE-EAST of US-1 MIKE CORBITT g 665-7991 (mobile 662-0635) ETC.OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER MAINS. 6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND NORTHSIDE-WEST of US-1 ANDY YEAGER C@ 665-7998 (mobile 662-0622) SPECIFICATIONS LATEST EDITION. NORTHSIDE-BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557) 11 11 7. INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED. SOUTHSIDE-SOUTH of BEACH BLVD.TOM KERNS @ 665-6847(mobile 860-1687) X X X 7. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT SOUTHSIDE-NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616) 1 lxlxlxlx X1 11 11 8. THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE LOCATION REPLACEMENT DETAIL. SOUTHSIDE-BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616) OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD. A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE 8. CONTRACTOR MUST MAINT IN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION REQUIRED WORK.ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED. Zjwvi 4 c6 c��, 0 0 9. BENCHMARK DATA: HAVE OCCURRED. 11 13 5. ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. X AUTOMOBILE SERVICE UTILITY CONI ACTS: 11 11 6. THE DESIGN FOR THE PROJECT IS BASED UPON THE"OPEN-CUT"METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR X Z PERMIT REQUIREMENTS (NOT ALL INCLUSIV A. AT&T- GENERAL NUMBE METHODS,THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD. Z R- -904-519-2529 X 0 STATION W/ MINOR -7--------------------------- X B. AT&T-ADAM DUGAN - NORTH DISTRICT----------------- ----------904-781-0741 'IT 0� X 11 0 7. THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE LEFT w X 11 11 1. CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS. C. AT&T- BILL LAKE- SOUTH D STRICT----------------------------904-303-8754 w TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO EXISTING ACTIVE K X AUTOMOTIVE D. CITY OF JACKSONVILLE - PU 3LIC WORKS DEPT----------------- --------904-255-8762 (D X W SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY. Z X ce 0 0 2. CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS E. CITY OF JACKSONVILLE -TRAFFIC OPERATIONS------------------------904-387-8861 Uj < Z � 0 SERVICE F. FLORIDA DEPT. OF TRANSPORTATION----------------------------904-360-5200 LD x w 8. CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION AS U) X 0 w 11 11 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT(C.U.P.) THROUGH THE ST.JOHNS WATER G. JEA-WATER COLLECTION&DISTRIBUTION - DAVID ASHLEY--------------------904-665-8484 NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON RECORD MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED. H. JEA- SEWER COLLECTION& DISTRIBUTION -JOSH PARKER ------------- ------904-665-6052 DRAWINGS (AS-BUILTS). I. JEA- GENERAL INFORMATIO14------------------------------904-665-6000 cD c� cq 11 11 4. THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES AND C.O.J.ARE TO BE NOTIFIED IN ADVANCE OF Of J. JEA- PROJECT OUTREACH--------------------------------904-665-7500 0 0 9. WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P.M.E.A. CERTIFICATION,AND w CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS. M ca K. JEA- POWER OUTAGES-- ------------------------------904-665-6000 PRIOR TO THE EXISTING MAINS BEING ABANDONED. 2 W L. JEA- SEWER PROBLEMS----------- ----------------------904-665-4802 11 11 5. ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS,JEA WATER AND SEWER STANDARDS, DETAILS AND MATERIALS X X a_ X 0- M. JEA-WATER PROBLEMS---------------------------------904-665-4801 11 11 10. IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE,THEY SHALL BE CLOSED AND THE VALVE BOX X X w w MANUAL, REV. 01/15.AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT FILLED X X U) U) LOCAL REGULATIONS. N. JEA-WATER&SEWER LOCA I TES-----------------------------904-665-8410 AND THE COVER REMOVED. 0. NASSAU COUNTY- PUBLIC V ORKS - CHARLES HOUSTON---------------------904-491-7334 M 6. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES P. ST.JOHNS COUNTY- RIGHT-OF-WAY PERMITTING - RICK MAULDIN------------------904-209-0134 Ld M 11 11. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR. Z Z NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT GASKET Q. ST.JOHNS COUNTY-TRAFFIC SIGNALS - HANK MEIN----------------------904-209-0173 9 3: 0 MATERIAL SHALL BE USED IN THE CONTAMINATED AREA.THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND w R. COMCAST- EMERGENCY HOTLINE-----------------------------904-380-6274 w 0 11 12. CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER JEA 0 ANY SOLVENT NOTED. S. TECO/PEOPLES GAS - BEN MOBLEY----------------------------904-545-8958 STANDARDS. T. SUNSHINE ONE CALL-------------------------------------811 0 El 7, THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO 0 El 13. WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND E CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS. E (n RELOCATE WATER METERS AS NECESSARY. US 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. 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 USE SMALLER EQUIPMENT IF NECESSARY. INACCURACIES, ERRORS I OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER IN ORDER THAT E E PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED. 0 El 9. THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT 0 SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER 0 15. SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET. POLLUTION PREVENTION PLAN. 10. CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION. E EXISTING UTILITY PROTECTION : a LO 0 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 DATE JULY, 2015 CASE OF OPEN EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING w pROjECT No. : 114001.01 C14 EQUIPMENT. 0 cli 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT. Z DESIGNED By : J B D 41 EXISTING UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH DRAWN By : DIPT 0 0 METHODS MAY INCLUDE BUT SHALL NOT BE LIMITED TO"SOFT DIG" EQUIPMENT AND GROUND PENETRATING W RADAR(GPR). THE EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S Z W SCALE AS NOTED 0) INFRASTRUCTURE AND THE EXISTING FACILITIES OF OTHER UTILITY COMPANIES. W TZ 3. 2E W Date Revkion _1� 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER w 0 Lf) w - STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE.ALL DAMAGE RESULTING 0 Z 0 > N FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE C 0 CONTRACTOR'S EXPENSE. .)I C) CL C) U) W Z E Uj 0 0 Z z (D 1 0 :;� W C I D Z U) < w LJ w 0 Z w Ld Z THIS DRAWIING NOT RELEASED FOR w CONSTRUCTION UNLESS 80 NOTED Z ABOVE :D SHEET TTTLE 0 C) CD w 0 En 0 �E LU CD Z JEA Q C) w 0 F-- 0 < 00 Q_ Z Ld LU co U) GENERAL NOTES 0 C) Z 6j U, -j 0 � < w C) F_ < @ d d z Uj Z < N OD 2! 7 MN 3: (D CD w d 16 76 Z C7.1 FD 0 STATE 0 F 0 N 8 H E E T D * ri TM PROSSER I Community- Management- Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS Fax 904.730.3413 Z 0 0 In > www.prosserinc.com LU PROPOSED UTILITY w Florida Certificate of Authorization 00 Number: 00004050 POTABLE WATER WASTEWATER RECLAIMED WATER VACUUM SEWERS JOINT JOINT JOINT JOINT Z HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. CONFLICTING UTILIT. Y SPACING* SPACING* SPACING* SPACING* 3' 3' 12" 6. 6. Tto 10' 12" 3' POTABLE WATER NOTE 1 6" NOTE 2 6'to 10' NOTE 5 NOTE 2 3- 6" NOTE 2 NOTE 2 I 6' 3' 3' 3' 61 3' 3' RECLAIMED WATER 3' 6" NOTE 2 NOTE 1 NOTE I NOTE 2 3' 6" NOTE 2 NOTE 1 6" NOTE 2 WASTEWATER 6- 3' 3' 6" 3' 61. 3- 3' 6" 3' (GRAVITY AND FORCE MAIN) 6'to 10' 12" NOTE 2 NOTE 1 NOTE 1 NOTE 1 1 NOTE 2 NOTE 1 NOTE 2 3' 3' 3' 6" 3- 6" 3' 3- 6" 3' (6 6 4 vi C�I-: VACUUM SEWERS 3'to 10' 12" NOTE 2 NOTE I NOTE I NOTE I NOTE 2 NOTE 1 NOTE 2 ZI I I 10' MAX 3' T N/A N/A 3' N/A N/A 3' N/A N/A AUTOMOBILE SERVICE RIGHT OF WAYS NOTE I N/A N/A NOTE 1 NOTE I NOTE 1 WATER MAIN Z Z PERMANENT 3' 3' 3' 3' 0 STATION W/ M I N 0 R STRUCTURES N/A N/A N/A N/A N/A N/A N/A N/A (SIGNS, TREES, POLES, ETC.) NOTEI NOTE1 NOTE1 NOTE1 MJ TEE OR HYDRANT TEE AUTOMOTIVE (ANCHOR TEE)SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL w STORM 3' 3' 3' 3' 3' 3' 3' 3' PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) FOR LOCATE WIRE Ce Z < 12" 6" 6" 6" STANDARD MECH. JOINT D.I.TEE SERVICE SEWERS NOTEI NOTE2 NOTE1 NOTE2 NOTEI NOTE2 NOTE1 NOTE2 3/4" RODS (24" LONG MIN) REQUIREMENTS 30"MIN. OR HYDRANT TEE (ANCHOR TEE) U) 0 (SEE NOTE#1) w SIZED AS REQ'D U_ 2'-8" ALL OTHER 3' 3' 3' 61, 3' 3' 3' 3' 3' 6" 3/4" ROD ALONG FIRST <=> PROVIDE SPOOL PIECE UTILITIES NOTEI 12" NOTE2 NOTE1 NOTE2 NOTE1 6" NOTE2 NOTE1 NOTE2 15 LF FROM HYDRANT IF REQUIRED (24" LONG MIN.) 6" PIPE Bo (D (NOTE#2) 6" M.J. GATE VALVE (POSITION NEAREST TEE FITTING) MECHANICAL JOINT 3/4' RODS ALONG FIRST 15 LF Co NOTES: FROM HYDRANT(NOTE#2) 04 RESTRAINTS (TYP) RUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS NTS REQ.) 2'-8" 6"-90- D.I. BEND(MJ) 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONST 6" M.J. GATE VALVE (RESTRAI THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION POSITIONED NEAREST TEE FITTING z Z 30"MIN FOR EACH ADDITIONAL FOOT OF DEPTH. MECHANICAL RESTRAINT REQUIRED (TYP) < 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. WATER MAIN HYDRANT SUMP(PROVIDE GRAVEL AND FABRIC AS SHOWN) 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. PLAN E E PLAN co 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. PROVIDE RAISED PAVEMENT MARKER 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING,THE MINIMUM (SEE NOTE#6) PROVIDE RAISED PAVEMENT E SEPARATION SHALL BE 12 INCHES. MARKER(SEE NOTE#6) E 0 3-WAY FIRE HYDRANT PUMPER NOZZLE E LO TO FACE CL OF PAVEMENT __---3 WAY FIRE HYDRANT PUMPER 0 NOZZLE TO FACE CLOF PAVEMENT (SEE NOTES#3&#4) (NOTES#3&#4) 4'x4'SQUARE x 6"THICK CONCRETE WATER VALVE BOX (5— 00 BREAKABLE FLANGE LOCATED SLAB IMMEDIATELY BELOW (COVEF PAINTED YELLOW) 00 Ln BREAKABLE FLANGE Z 0"MIN)ABOVE FINISHED GRADE BREAKABLE FLANGE (SEE NOTE 2) - SEPARATION REQUIREMENTS FOR LOCATED (1"MIN.)ABOVE) INISHED 0 (3000 psi CONCRETE WITH#4 FINISHED GRADE Co GRADE FINISHED GRADE REBAR AT 12"O.C. EACH WAY). cl� N �jl t. A� - WATER, WASTEWATER AND RECLAIMED WATER MAINS 41 LOCATE WIRE IF REQUIRED 0 JANUARY 2015 PLATE W-10 Uj T_ I-_ BARE WIRE X 1— 1- 0 1= (SEE NOTE#1) LOCATEWIRE IF REQUIRED LEAVE DRAIN F- 0 Z DEAD END JULY, 2015 NOTE#1) Z (NOTE#1) WATER VALVE BOX&COVER DATE (SEE LU W HOLES OPEN LLI w BARE WIRE DEAD-END LU U) U) Ln (NOTE#1) ry, (COVER PAINTED YELLOW) pRC�ECT No. : 114001.01 :D U) Z) U) CO LU CD 00 w 9 DESK"M By : J B D WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES C < > + DMWN By : QPT RIOLOGICAL 1. IT IS REQUIRED THAT"WATER MAINS"BE INSTALLED,CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTE 9 > 0 -555,F.A.C.AND LATEST SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS,CHAPTER 62 'WATER MAINS"SHALL MEAN MAINS, AS NOTED SCALE U) JEA WATER ANbSEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION,THE PHRASE' LEAVE DRAIN HOLES OPEN 41 INCLUDING TREATMENT PLANT PROCESS PIPING,CONVEYING EITHER RAW,PARTIALLY TREATED,OR FINISHED DRINKING WATER; 0 FIRE HYDRANT LEADS;AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER. IN ADDITION, PROVIDE FILTER FABRIC (MARAFI _0 I THE PHRASE"RECLAIMED WATER"REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. PROVIDE FILTER FABRIC (MARAFI 70OX, 140-S HYDRANT SUMP 2'-8" 70OX, 140-S OR EQUAL)TO TOP AND Nm Date RevkAw a) ALL 4 SIDES C) E 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE OR EQUAL)TO TOP AND ALL 4 SIDES. 2'-8" [)� 0 (3)FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, HYDRANT SUMP < Uj 0 STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. a) SECTION SECTION C) w 1 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) NOTES: NOTES: Z Z _0 FEET,AND PREFERABLY TEN(10)FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR - C < 0 PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,THE WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE SECURED TO co ST SIX(6)INCHES ABOVE THE TOP 41 MAY BE REDUC i ED TO THREE(3)FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEA SECURED TO THE PIPE MAIN.SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. THE PIPE MAIN.SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. < 0 OF THE SEWER(SPECIAL CASE). 3�:1 FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK.ALL HYDRANTS SHALL BE LOCATED w W < 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN NO LESS THAN THREE(3)FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS ) Ld < SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING THAN THREE(3)FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW OF ANY HYDRANT UNLESS PREFERABLE TWELVE(12)INCHES,ABOVE OR AT LEAST TWELVE(12)INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) , THE OTHERWISE APPROVED BY THE JEA.THE MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY i>1 C14 HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-1 1. IF 0 11-1 APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-1 1. IF PIPING BETWEEN TEE AND HYDRANT IS PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). LOCATION(PROVIDE 30"SEPARATION).ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN SEWER,WASTEWATER OR STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS 4-1 OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE(12)INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. RESTRAINED UTILIZING ONLY TWO 3/4"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES (NO JOINT RESTRAINT DEVICES REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or EQUAL)MAYBE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL USED IN THIS ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE < OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. JOINT RESTRAINTS. LLJ 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED 7M MAV" NOT FlIELEASW FOR ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT CONSTRUCTM UNLESS 80 WTW OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT Z ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. AWVE LLJ (3)FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,STORM SEWERS, STORMWATER FORCE MAINS,OR PIPELINES w CONVEYING RECLAIMED WATER,AND AT LEAST SIX(6)FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND 4. PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND SHEET TRIE SEWERS,WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLAIMED WATER. REPAINTED(RUS-KiL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED. SHALL BE PAINTED RED. 0 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE(3)FEET FROM ANY 0 EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST w < THREE(3)FEET,AND PREFERABLY TEN(10)FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY JEA- 0 IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE LEAST SIX(6)FEET,AND PREFERABLY TEN(10)FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE 0 INSTALLATION OF(45')BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE INSTALLATION OF(45')BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE ry Z SANITARY SEWER OR WASTEWATER FORCE MAIN. USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. USE OF HYDRANT EXTEN'SIONS SHOULD BE MINIMIZED. < ` "AIN CQ 0 < WATER m < Z Ld ED MINIMUM HORIZONTAL DISTANCE FROM < M 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIR BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS (j ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN Z DETAILS MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE 6j THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. Uj _j CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, 0 < < < PRIOR TO CONSTRUCTION. FIRE HYDRANT INSTALLATION ORD""'"", @ 0 Z NOTES ON UTILITY SEPARATION REQUIREMENTS USING MECHANICAL JOINT TEE FIRE HYDRANT INSTALLATION LIMITED SPACE d LU Z .... .. bi Z 3:LO 0 JANUARY 2015 PLATE W-13 JANUARY 2015 PLATE W-14 w § JANUARY 2015 PLATE W-1 1 U) Lu :E Z C7.2 0 0 I DA�N� 8 H E E T t PROSSER Community-Management- Energy-Relationships 2" BUSHING (TO BE REMOVED) 13901 Sutton Park Drive South, Suite 200 2"X 2"TEE (TD BE REMOVED) Jacksonville, Florida 32224-0229 1/2"(MIN)SMOOTH NOSE BIBB 90- BEND (TO BE SMOOTH HOSE BIBB (TO BE REMOVED) REMOVED) (TO BE REMOVED) Office 904.739.3655 2"PIPE (TO BE REMOVED) Z Fax 904.730.3413 0 WATER SHALL FLOW > www.prosserinc.com --,STRAIGHT DOWN (NOT ANGLE) Florida Certificate of Authorization Number: 00004050 0 FINISHED GRADE C) FINISHED GRADE Z 7777/7/�/>\ N Al LU WATER MAIN (SIZE &TYPE VARIES) PIPE (Y2"SIZE MIN.)(TO BE V j REMOVED)ROUTE TO ROADWAY SHOULDER IF REQUIRED(SEE NOTES) E8 2"90 DEGREE ELBOW BUSHING IF REQ. (TO BE REMOVED) 1"THREADED PLUG (TO BE INSTALLED AFTER 0 (TO 13E REMOVED) Z BACTERIOLOGICAL CLEARANCE IS RECEIVED) 2"THREADED PLUG (TO BE 8 90- DEGREE BEND (TO BE REMOVED ) AOBILE SERVICE INSTALLED AFTER BACTERIOLOGICAL AUTOm CLEARANCE IS RECEIVED) 2"DOUBLE STRAP SERVICE SADDLE (TO REMAIN) 1"CORPORATION STOP CONNECTED Z 2"CORPORATION STOP CONNECTED DIRECTLY INTO SADDLE (TO REMAIN) Z STATION W/ MINOR A LOCATE WIRE SHALL BE PLACED ON SERVICES 1 OFT OR GREATER. DIRECTLY INTO SADDLE(TO REMAIN)(NOTE I"WATER SERVICE SADDLE 9 THAT OUTLET AT 3:00 OR 9:00 POSITION) w (TO REMAIN) (NOTE THAT OUTLET, 2 Q AUTOMOTIVE SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES - NOTES: AT 3:00 OR 9:00 POSITION) (9 w Z 0� w < 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 SERVICE P/L PIL 2- (NON-TRAFFIC AREAS). U) 0 2' 7 1/2'JEA ELECTRICAL 4" D.I.P. MAIN (MIN)WHERE WATER MAIN (SIZE &TYPE VARIES) w 2' EASEMENT METER W/ MULTIPLE TAPS ARE 2. ALL PIPE&FITTING SHALL BE GALVANIZED MATERIAL OR PVC(S-40). - -CURB STOP -CONSTRUCTED NOTES: R/W �A 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTING(AS NOTED)AFTER 1" POLY BACTERIOLOGICAL CLEARANCE IS RECEIVED I. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS(NON-TRAFFIC AREAS). 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. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), MUELLER H-15343 OR AFTER BACTERIO LOGICAL CLEARANCE IS RECEIVED. APPROVED EQUAL) MULTI-SERVICE"Y" w (2"FIP INLET AND 3 21' TEMPORARY SAMPLE TAP FOR STUB OUT 3. PIPE AND FITTINGS SHALL BE,PVC(SCH.40)OR GALV.MATERIAL. IX"POLY TUBING Uj OR 4 1" FIP OUTLET) Z Z 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A 9 ?: 6i LONG-SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH JANUARY 2015 PLATE W-26 'wn � � = < POLY TUBING (1"MIN.) JOINT COUPLING 24"SEPARATION AT A SAMPLE TAP BY ALTERNATIVE METHODS(SEE W-24)IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. . . . . . . . . . MIN. (NO GLUED TEES) 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 1 . . . . . . . . . . . . . I RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. . . . . . . . . . . . . . 2POLY TUBING' E E . . . . . . . . . . . . . . . . . WATER SERVICE MARKER . . . . . . .\_ REQUIRED FOR NEW -OA Y-7 . . . . . . R QWA . . . . . .. . DEVELOPMENT AREAS -SA D DLE,W/C 0 R P 2!'S A DDLE W/C 0 R P STOP TEMPORARY SAMPLE TAP . . . . . . . . . . . . . . . . . . . . . . . . . (SEE NOTE#4) E . . . . . . . E 0 V. (MIN) SET AT FINAL GRADE (NOTE#7) 4"G C\4 JANUARY 2015 PLATE W-25 Ln 2' MAX(SEE NOTE#4) E 0 CO-POLYMER METER BOX 0 IL: - I C_ &COVER(NOTE#1) WATER MAIN SHORT-SIDE WATER SERVICE � I POLY TUBING I" MIN.) METER COUPLING (NOTE#4) (MAX) 0 Ln METER BOX LOCATION 2' WATER METER BOX(TYP) CURB STOP - 12" 0 PIG - BOX, NOTE#1) 7 1/2'JEA ELECTRICAL EASEMENT TAIL END (12"LONG)� (NEAR UG ELECTRICAL LOCATE WIRE C4 - - - - - - - R/W 10'xlO'JEA ELECTRICAL 41 EASEMENT W/UG ELECTRIC 0 M - - - -- - - -- - - -- - - Z 0 J_ BOX OR DRAINAGE T EASEMENT(NOTE#3) P/L R/W: RIGHT OF WAY LINE CORPORATION STOP REQUIRED ON 2E P/L P/L: PROPERTY LINE ALL SERVICES REGARDLESS OF SIZE. JEA 01 (CONNECTED DIRECTLY INTO SADDLE) METER C14 :t (NOTE:#4) DATE JULY, 2015 _1� DOU13LE 1" WATER SERVICE LO (SEE NOTE#6) 2"CURB STOP-FIP pRojECT No. : 114001.01 CONNECTION TO CUSTOMER'S (SEE NOTE#2) DESKWM By : JBD NOTES: WATER MAIN AND BACKFLOW JEA STANDARD WATER 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY SET CURB STOP AS PREVENTER(IF APPLICABLE) METER BOX FOR I"METER W1 2" POLY WITH BRASS FITTING DMWN 13y : D PT _Ln VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED.TYPICALLY,THE METER BOX SHALL LOCATED AT THE R/W SERVICE SADDLE CLOSE TO WALL J"AS HEAVY DUTY IRON LID. CLOSE NIPPLE a POSSIBLE(2 MAX) SET METER ON UNDISTURBED SCALE AS NOTED 41 LINE BUT INSIDE THE 7 112'ELECTRIC EASEMENT. (SEE NOTE#2) OR COMPACTED SOIL LOCATE WIRE PIG TAIL END 2" BRASS, 90- ELBOW&PLUG POLYETHYLENE WATER (12" LONG) U) 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU,CLAY OR ST.JOHNS COUNTY),THE METER BOX SHALL SERVICE LINE _j Na Date Revkdon BE LOCATED IN THE JEA 7 1/2'ELECTRIC EASEMENT,AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE (10OLF MAX., NOTE#3) FINISHED GRADE (D PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES,THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) E INSIDE PROPERTY LINES(IN LIEU OF TWO FEET).UNLESS APPROVED OTHERWISE BY JEA,THE WATER METER BOX SHALL BE C) ACCEPTABLE RANGE FOR LOCATED IN NON-TRAFFIC AREAS(NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE Q) LOCATED IN A DRIVEWAY OR SIDEWALK,THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4,AT A TAPS 0,'-45' w I MINIMUM(SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP)-SET TOP OF BOX AT _0 FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA,THEN THE CONTRACTOR OR CUSTOMER SHALL BE Z Z C LOCATE WIRE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE DISTRIBUTION MAIN < COST TO PROVIDE THE CORRECT METER BOX.JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. (SEE NOTE#4) U) 41 0 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS,METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT NOTES: < �3:1 OUTSIDE THE EASEMENT AREA. 2" POLY----,,,,. Uj Uj < 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. -I "CRUSHED ROCK LLJ 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 M!"POLY MAIN SHALL BE LOCATED CENTERED 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1"WATER SERVICES WHICH ARE INSTALLED ON A DRY 101,SIZE OR SMALLER -2"CORPORATION STOP OR GRAVEL BELOW BOX- I 04 BETWEEN THE TWO METER BOXES.LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. IF LOCATE WIRE WATER MAIN(NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12"SIZE AND LARGER,A DOUBLE BAND 0 IS REQUIRED,THE WIRE SHALL RUN FROM THE METER BOX(WI PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO SADDLE IS REQUIRED.BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED L CONNECTIOIJTO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND).ALL EXCEPTIONS TO ON A DRY 10 INCH!OR SMALLER PVC WATER MAIN. THIS REQUIREMENT MUST BE APPROVED BY JEA.THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 41 a) 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED L� 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA,A DUCTICLE IRON PIPE(D.I.P.)WATER MAIN EXTENSION WILOCATE OTHERWISE BY J.E.A.CONSTRUCT POLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL 2"90' BRASS COMPRESSION < WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE BE SAME SIZE AS TF E METER(V MINIMUM)AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 10OLF UNLESS FITTING ELBOWS (TYP.) Ljj SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN.FOR 5 OR MORE SERVICES IN ONE AREA,A WATER MAIN APPROVED OTHERWISE BY JEA. WATER MAIN 3 1 TM MAVVM NM FELEASM FOR EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE TAPPED PLUG(IF NECESSARY) CONSTRU07M LMESS 80 NOTM DRAWINGS(TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN).FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE 4. INSTALL PVC PLUG M ALL CURB STOPS IF WATER SERVICE IS"NOT IN USE"(I.E.: IF NO METER IS INSTALLED).WATER SERVICES CONSTRUCTED,THE HEADER PIPE SHALL BE 4"AT A MINIMUM. EXAMPLE:CONSTRUCT A 4"MAIN D.I.P CROSSING THE STREET SERVING VACANT L TS(SERVICE NOT IN USE),SHALL INCLUDE A"W"CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND AWVE FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4"G.V.,4"PIPE,4"X1"SADDLES AND i"CORP STOPS(NO GLUED TEE FITTINGS).THE PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER UNIT PRICE PAY QUANTITY ry 4"OR LARGER D.I.P.WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. SERVICE IS"NOT IN USE",A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER), MET TME THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS(HEX ON BARREL TYPE). NOTES: 6. DOUBLE V WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. 5. NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. 7. A 1"IRRIGATION SERVICE MAYBE TAPPED INTO THE(1"MIN)DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME Q 0 04 w JEA- CUSTOMER)UTILIZING A I"BRONZE"Y"FITTING.(IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). 6. THE CONTRACTOR S HALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 2. THE 2"CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. 0 DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. Z 8. No 2".AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. < < 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. Z) (n WATER M A I N LLJ 7. METER BOX AND TOI:'SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX(i.e.NO DIRT,TRASH OR OTHER DEBRIS Z < w w M 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT PLACED ON TOP OF BOX). 4. LOCATE WIRE FOR 10'OR GREATER IN LENGTH. d 0 A MIN.OF 10' FROM THE POTABLE WATER SERVICE,AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS Z DETAILS APPROVED OTHERWISE BY JEA. 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.SEE PLATE W-44. . .. 6i Z 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. -,-) w _j 0 S 4-% 0� _j 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. 0- 0 U) WATER SERVICE INSTALLATIO WATER SERVICE DETAIL- 2" AND SMALLER U) -`N, 2" AND SMALLER METER METER FLUSHING VALVE BELOW GRADE 0 Z �ORDo LU Z ..... . w 0 17-- Z < :r LO N co w JANUARY 2015 PLATE W-1 JANUARY 2015 PLATE W-2 JANUARY 2015 PLATE W-28 w co 0 6 FD Z 0.62 C7.3 Z STP�TE OF 8 H E E T Mi� b 1�pit TM PROSSER I Community-Management- Energy- Relationships 6 IXI/6 �/X N W > 13901 Sutton Park Drive South, Suite 200 0 w X \1 \1 N\' \N/' DEPTH VARIES Jacksonville, Florida 32224-0229 &--SEE NOTE#5 0 F <r 0 FULL LENGTH OF PIPE MAXIMUM TRENCH WIDTH W -FU � Z ILITY PIPE LOCATE WIRE (SEE NOTE#1) GENERAL BACKFILL > 9' MIN 9' MIN L LENGTH OF PIPE CENTERED CENTERED AT CROSSING EXISTING LIT MATERIAL(SEE NOTE#5) Office 904.739.3655 0 Uj AT CROSSING, SEE NOTE#1 2 w (SEE NOTE#3) QI__ �? w (SEE NOTE) 0 U) U) LOCATE WIRE, SEE NOTE#3 SEPARATION Z Fax 904.730.3413 VARIES (SEE 0 w 7T,7\-\7,7_\\_7,7� _ w 4', 22Y2' OR45' NOTES#1 &#2�) MECHANICAL JOINT 11 Y > www.prosserinc.com 4 "�'�SEPARATION BENDS (SIZE VARIES) PROPOSED WATER MAIN ^1000 VARIES (SEE LL_ SIZE &TYPE VARIES Florida Certificate of Authorization + NOTES#1 &#2) .00 Number: 00004050 N MECHANICAL JOINT 11 Y4', BACKFILL COMPACTED TO 98% 22Y2*OR 45* (SIZE VARIES) 0 (SEE NOTES#3&#4) RESTRAINED JOINT(TYP.) EXISTING CONFLICT PIPE 'MIN 9' MIN 9 Z SIZE AS REQUIRED PROPOSED WATER MAIN - a I RESTRAINED JOINT(TYP) I 'STING UTL TY P PARATI ON RI ES (SEE ECHI TES#1 &#2) IPE -SEPARATIO BMENDE V'N( MEC 22Y2�0 -LICT PIPE 'I.A SIZE&TYPE VARIES CtPIPE SIZE AS REQUIRED PIPE DIAMETER THE LENGTH OF THE PIPE TO BE THE LENGTH OF THE PIPE TO BE w RESTRAINED ON EACH SIDE OF BEND SHALL RESTRAINED ON EACH SIDE OF BEND BE IN ACCORDANCE WITH RESTRAINT JOINT SHALL BE IN ACCORDANCE WITH TABLE X: y PIPE TO BE INSTALLED ON UNDISTURBED SOIL OR SUITABLE SCHEDULE, (SEE DETAIL W-31A OR W-31 B) FOR MECHANICAL RESTRAINT LENGTHS, (SEE DETAIL W-31 A&B) SOIL COMPACTED TO 98% MAX. DENSITY (NOTE#2) >_ CASE "A" CROSSING CASE "B" CROSSING NOTES: 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS NOTES: Z (0 L6 4 cli 1,�I- DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. 1. THE SO LS BETWEEN THE NEW MAIN AND THE.CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL(W-10 AND W-1 1). DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTIVI D 1557 TYPICAL TRENCH AUTOMOBILE SERVICE d 3. LOCATING WIRE REQUIRED:SEE DETAIL W-44. 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS(W-10 AND W-1 1) Z STATION W/ "MAI N00" R` Z 0 4. THE COVER FOR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN)IN UNPAVED AREAS,36"(MIN)IN PAVED AREAS AND A MAXIMUM 3. LOCAT114G WIRE REQUIRED:SEE DETAIL W-44. NOTES: rr COVER OF 60", UNLESS APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND 4. THE COVER FOR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN)IN UNPAVED AREA,36"(MIN)IN PAVED AREAS AND A MAXIMUM 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF I FOOT ABOVE THE TOP OF THE PIPE AND THE LLI AUTOMOTIVE 2 �Q UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. F5 0 COVER OF 60", UNLESS APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND CENTER LINE OF THE PIPE;OTHERWISE,TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA w Z Ix 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 UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION(SECTION#801,PARAGRAPH#4))TO DETERMINE MAXIMUM w < Z n COVER MAY BE REDUCED TO 24 INCHES(ONLY IN THE AREA OF THE CONFLICT). PAYLINE WIDTHS. (9 R SERVICE U) 0 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH ADJUSTMENT UNDER EXISTING UTILITIES BOTTOM.BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOTBE PERMITTED IN BACKFILL UP TO I FOOT ABOVE THE TOP OF THE PIPE. ADJUSTMENT OVER EXISTING UTILITIES MECHANICALRESTRAINTS 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. MECHANICAL RESTRAINTS JANUARY 2015 PLATE W-34 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH JANUARY 2015 PLATE W-32 COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98%OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D1 557. 5-: Uj 5. SEE"EXCAVATION AND EARTHWORK",SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT Z w Z �e OF UNSUITABLE SOILS, DEWATERING,COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. 0 j�j -A MAXIMUM 80% OF MANUFACTURER'S U, �,Z�11//, `Zll//,'VIZ 7/1 71//"1 VIZ I y_ /1. MAXIMUM 80% OF w < RECOMMENDATION FOR JOINT MANUFACTURER'S w M I N/MAX C OVE R (S E E NOTE#4) > DEFLECTION OTE#5) 0 w RECOMMENDATION FOR JOINT OPEN CUT TRENCH FOR PRESSURE PIPE I- TE WIRE (SEE NOTE#3) -DEPTH VA (SEE NOTE#4) DEFLECTION (SEE NOTE #5) _i�� X \N Z'- 0 ---/IN 1 .1 1 E E A A Z, to :;, PLATE W-42 PROPOSED FORCE MAIN 1\0/ JANUARY 2015 IN CITY RIGHT OF WAY LENG HOF PIP i, +j W N, 2 w STING CONFLICT PIPE SIZE &TYPE VARIE S U) cr- CENTERED AT CROSSING w FULL LENGTH OF PIPE CENTERED MAXIMUM ANGLE > AT C OSSING (SEE NOTE#1) 0 w E + (SEE NOTE #1&2) I-_ APPLY GROUT TO FILL ANNULAR SPACE E 0 0 Z BETWEEN VALVE BOX AND CONCRETE PAD E n (SEE NOTE #1) SEPARATION VARIES PAINT COVER AND INSIDE OF BOX BLUE PROPOSED FORCE MAIN 0 Y 2 w 24" ROUND PRECAST CONCRETE Y X SIZE &TYPE VARIES X LOCATE WIRE COMPACTED EARTH (TYP) PAD 4"THICK(SEE SPEC)SET ON COMPACTED EARTH, (SEE NOTE#6) ------- (SEE NOTE#3) LO VALVE BOX ADJUSTMENT(SEE NOTE#5) F 0 10 INS FINISHED GRADE 9' MIN 9' MIN VALVE BOX&COVER(TYP) 001, SEPARATION VARIES PROVIDE BLUE PAINT TO 41 MINIMUM HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED (SEE NOTES #1&2) EXISTING CONFLICT PIPE THE INSIDE OF THE TOP SEC I ION 0 AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE 9. w 0 MIN 9' MIN OF THE BOX(NOTE#5) 0 VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. i >_ E ECTRONIC LOCATE BALL MARKER MINIMUIV HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED 6" PVC RISER PIPE Q� D LOCATED WITHIN 12"FROM (7) AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE (LENGTH AS REQUIF DATE JULY, 2015 3: RISER PIPE (NOTE#10) _1� VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. PROVIDE"V"CUT IN TOP OF 6' �1_ CASE "B" CROSSING RISER PIPE FOR LOCATE WIRE GATE VALVE W/2"OPERATING pRojECT No. : 114001.01 0 ACCESS INTO VALVE BOX NUT(NOTE#4) C14 CASE "A" CROSSING DF.80,jED By : J B D C PLASTIC DEBRIS SHIELD REQUIRED PIPE W/LOCATING WIRE 0 NOTES: ON ALL VALVES 12"AND SMALLER DRAWN By : DPT I NOTES: (SEE NOTE#9) 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE SHALL BE SCALE AS NOTED 4_1 CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. 1. IF EXISTING CONFLICT P11 E IS A WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE SHALL BE 0 CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSING. U) 1 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL(S-26&S-27). RESTRAINED MECHANIC L Nm Date Revhdw 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL(S-26&S-27). JOINT(TYP) 12"(MIN)LAYER OF#57 C) < E 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. UNDISTURBED EARTH STONE (REQUIRED FOR 0 VALVES 20"AND LARGER, U 3. LOCATING\1) D: SEE DETAIL S-49. (NOTE#7) < W 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 0 MAXIMUM COVER OF 60" UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24"SIZE AND LARGER SHALL BE MINIMUM OF 4. THE COVER OVER ALL PIPING LESS THAN 24"SIZE SHALL BE A MINIMUM OF 30" IN UNPAVED AREAS AND 36" IN PAVED AREAS WITH A 0 36" (PAVED AND UNPAVED)AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA.THE SOILS BETWEEN THE NEW MAIN AND MAXIMUM COVER OF 60"UNLESS APPROVED OTHERWISE BY JEA. COVER FOR PIPING 24"SIZE AND LARGER SHALL BE MINIMUM OF Z Z C: THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED NOTES: < 0 PROCTOR TEST ASTM D 1557. 36"(PAVEDAND UNPAVED)AND MAXIMUM OF 84" UNLESS APPROVED OTHERWISE BY JEA.THE SOILS BETWEEN THE NEW MAIN AND < Q THE CONFLI�;T PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED 1. FOR UNPAVED LOCATIONS,A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE.CONCRETE (j) 2 -1-1 PROCTOR T 7-ST ASTM D 1557. PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. < 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 5. JEA ONLY ALLOWS 80% OF THE PIPE MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. BENDING THE PIPE BARREL IS 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING(SEE DETAILW-44). Lij W < UTILIZED TO OBTAIN THESE JOINT DEFLECTION. ALL OFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. ) Ljj NOT ALLOWED. UNLESS OTHERWISE APPROVED BY JEA,THE MAXIMUM ARE LISTED IN TABLE BELOW. ONLY MANUAL FORCE CAN BE < D UTILIZED TO OBTAIN THESE JOINT DEFLECTION. ALL OFFSETS ARE BASED ON MINIMUM 20LF PIPE LENGTH. 3. A"V"CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES.THE"V"CUT IS TO BE PAINTED GREEN. C,1 4 3: -_ -_- 0 MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION 4.1 IN PAVED AREAS,INSTALL VALVE AT A DEPTH TO ALLOW A 12"MIN.DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF 11_� THE VALVE OPERATING NUT.OUTSIDE OF PAVED AREAS(GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6"MINIMUM DISTANCE U) BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT.OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED a MAXIMUM ALLOWED OFFSET FOR PIPE BY JOINT DEFLECTION 4-1 (WHERE APPLICABLE)SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. V PVC PIPE DUCTILE [RON PIPE (Mechanical Joint) (X) (Y) RESULTING RADIUS (X) (Y) RESULTING RADIUS 5. FOR NEW CONSTRUCTION,THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS.ROUTE PVC PIPE DUCTILE IRON PIPE (Mechanical Joint) Lli PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH LOCATE WIRES THRU A"V"CUT IN THE TOP OF THE 6"PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX.THE LOCATE TM DRAV" NOT FIELEASM FOR (IN.) (IN.) ONE BELL 20FT. LENGTHS (IN.) (IN.) ONE BELL 20FT. LENGTHS (X) (Y) RESULTING RADIUS (X) (Y) RESULTING RADIUS WIRES WITH A 12"LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH PIPE SIZE MAX. OFFSET ANGLE AT OF CURVE WITH CONSTFUCTION LA4LESS 80 NOTED 2 30 70 158 FT - - - - (IN.) (IN.) ONE BELL 20FT. LENGTHS (IN.) (IN.) ONE BELL 20FT. LENGTHS 6. BRASS IDENTIFICATION TAG INDICATING"WATER",VALVE SIZE, DIRECTION AND TURNS TO OPEN&VALVE TYPE.PROVIDE A Y4"HOLE IN AWVE Ld ry 4 10 2.4' 480 FT 4 27 6.5' 177 FT 2 30 7- 158FT - - - - BRASS TAG AND ATTACH TAG(TWIST WIRE AROUND TAG)TO THE END OF THE LOCATE WIRE.TAGS ARE NOT REQUIRED ON VALVES CK - INSTALLED ON FIRE HYDRANT BRANCH LINES. 6 10 2.4' 480 FT 6 24 5.7' 200 FT SHEET TULE 4 10 2.4' 480 FT 4 27 6.5' 177 FT 8 10 2.4' 480 FT 8- 12 17.5 4.2' 273 FT 7. IN LIEU OF PRECAST CONCRETE PAD,A 6"THICK X 24"(ROUND OR SQUARE)POURED CONCRETE PAD W12-#4 REBAR AROUND 6 10 2.4' 480 FT 6 24 5.7Q 200 FT PERIMETER,MAY BE USED. 10 10 2.4' 480 FT 14- 16 12 2.9' 400 FT < 8 10 2.4' 480 FT 8- 12 17.5 4.2' 273 FT CD w 0 12 8.5 20 564 FT 18-20 10 2.4' 477 FT 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20"AND LARGER.THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12"UNDER THE VALVE C\j I-_ JEA- >- 0 10 10 2.4' 480 FT 14- 16 12 2.9' 400 FT UPTOY3THE OVERALL HEIGHT OF THE VALVE. Ly Z 14-24 5 1.2' 960 FT 24-30 8 1.91 600 FT < 12 8.5 20 564 FT 18-20 10 2.4' 477 FT U) < WATER MAIN Ljj 30-48 3.25 0.8' 1477 FT 36 7 1.7' 687 FT 14-24 5 1.2' 960 FT 24-30 8 1.91 600 FT 9. FOR VALVES 12 INCH AND SMALLER,PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING Z < 42-48 6.7 1.6- 1 716 FT NUT.THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION.SHIELD SHALL BE BY d 0 30-48 3.25 0.8' 1477 FT 36 7 1.7' 687 FT AFC,BOXLOK OR APPROVED EQUAL. Z DETAILS 6i 42-48 6.7 1.6' 716 FT Z 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER.MARKER SHALL BE 4"DIA.COLOR CODED BALL MARKER 0 < (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). cl� < < ADJUSTMENT UNDER EXISTING UTILITIES ADJUSTMENT OVER EXISTING UTILITIES @ U) 6 WATER VALVE INSTALLATION DETAIL F_ 0 Z U-1 W Z PIPE JOINT DEFLECTION w 06 0, t>,_ I-_ ZI-- < PIPE JOINT DEFLECTION REVISED: JANUARY 04 2015 PLATE W-18 X LO w co "s 0 U) w I JANUARY 2015 PLATE W-41 Cj JANUARY 2015 PLATE W-40 C7.4 Z 0 N .62 0 8 H E E T TM PROSSER I Community- Management ' Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 LENGTH(L)TO BE RESTRAINED (SEE PLATE Nos.38C&38D FOR ADDITIONAL DETAILS) Office 904.739.3655 LENGTH(L)TO BE RESTRAINED (SEE PLATE Nos.38C&38D FOR ADDITIONAL DETAILS) U) Fax 904.730.3413 VERTICAL OFFSETS VALVES TEE Z HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS TEES HORIZONTAL BENDS REDUCERS SEE NOTE 5 0 NOMINAL 45'BENDS OR SEE NOTE 5 NOMINAL — 45'BENDS OR Cl) (SEE NOTE 4) PIPE 45- 22.5� 11 25' SEE NOTE 4)- DEAD RUN BRANCH PIPE 90, 45' 22.5' 11.25' DEAD RUN BRANCH > www.prosserinc.com 901S SIZE UPPER LOWER ENDS SIZE SIZE SIZE r%,00 LU SIZE BEND BENDS BENDS BENDS UPPER LOWER ENDS SIZE SIZE SIZE �IN BENDS BENDS BENDS BENDS (IN.) (IN.) L(FT.) L.L Florida Certificate of Authorization (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT) (IN.) L(FT.) (IN.) (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) (IN.) L(FT.) F.O. Number: 00004050 PVC PIPE RESTRAINT NOTES: 50' 4 4 F.O. DUCTILE IRON PIPE RESTRAINT NOTES: 4 18 6 4 2 12 2 30 6x4 20 4 4 < 4 20 , 8 4 2 20 3 6x4 35-- do,% 2 8x6 35 4 6 10 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE MAIN OR 6 22 1 10 5 2 17 1 3 40 8x6 20 4 6 6 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE MAIN OR 6 28 10 5 28 4 20 8x4 65 4<LESS F.O. RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS I 8x4 40 4<LESS F.O. Li RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS - - . 8 30 13 6 3 22 4 50 8 8 18 INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 10x8 35 8 8 30 INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. — 10x8 20 6<LESS F.O. Z 10 40 18 8 4 45 6 110 1 Ox6 65 6<LESS F.O. 10 35 14 7 4 26 5 64 1 Ox6 40 10 10 27 2. ASSUMPTIONS:PVC PIPE,SAFETY FACTOR=1.5,TEST PRESSURE=150PSI, SOIL=GM OR 12xl 0 35 10 10 48 2. ASSUMPTIONS:DUCTILE IRON PIPE(WITHOUT POLY WRAP),SAFETY FACTOR=11.5,TEST 42 16 8 4 31 6 75 12x10 20 8 8 < SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 8 14 PRESSURE=150PSI,SOIL=GM OR SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES 12 6<LESS F.O. w OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. I 12x8 65 6<LESS F.O. FOR 20"AND SMALLER PIPE SIZE OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. FOR 14 46 20 9 5 35 7 85 12x8 40 14 56 23 10 5 60 9 140 12 12 65 D.I.P.W/POLY WRAP, USE RESTRAINT JOINT SCHEDULE FOR PVC PIPE. 16x12 40 12 12 38 0 16x12 65 10 20 10 35 16 53 22 11 5 40 8 95 3. BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16 60 26 11 6 67 10 160 16x10 95 8<LESS F.O. 3. BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16x10 57 8<LESS F.O. — 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 12 180 20x18 35 16 16 100 18 57 24 12 6 44 9 105 20x18 20 16 16 60 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX. 8 FEET COVER 12 20 >_ COVER ON BOTTOM. PER THE DETAILS,Lu IS THE RESTRAINED LENGTH FOR THE 20 75 32 13 7 8Q 13 1195� 20x16 65 12 40 20 62 26 13 6 48 10 110 20xl 6 40 10<LE UPPER(TOP)LEVEL.Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 10<LESS F.O. ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER(TOP) SS , F.O. 5 20x12 73 LEVEL.ASSUME 45 DEGREE BENDS. 24 76 33 15 7 81 14 200 20x12 120 20 20 130 LEVEL.Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER)LEVEL.ASSUME 4 24 1 64 27 1 14 6 50 11 'I'll 20 20 78 5. TEES:TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 18 9 97 16 235 24x2O 65 16 80 DEGREE BENDS. 30 73 30 15 7 57 13 137 24x2O 40 16 40 36 24x18 50 12<LESS F.O. 0 - 24x18 95 12<LESS F.O. GTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER Z (�6-6 4 vi C� SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE 100 40 20 10 110 20 270 24 24 130 5. TEES:TOTAL LEN 36 85 34 18 8 66 17 159 24xl 6 60 24 24 76 1 t ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 36 1 24116 120 20 90 SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN).SEE SCHEDULE 30x24 50 20 53 42 115 48 23 11 125 24 300 30x24 80 16 40 ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 42 93 38 20 9 75 20 176 16 20 6, HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 30x2O 150 .12<LESS F.O. SITiONS:THE D.I.P.PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 8 102 43 22 10 82 22 198 30x2O 76 .12<LESS F.O. 0 AUTOMOBILE SERVICE 48 125 52 25 12 140 30 340 80 6. HDPE TO D.I.P.TRAIN 36x3O 50 30 30 99 Z 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 36x3O 80 30 30 140 4__ 36x24 88 24 60 Z 'N -VV/ MINOR 24 80 0 STATIO SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH 36x24 150 20 50 20 37 F_ 80 42x36 40 16<LESS F.O. w 9 1 A w U) I 42x3O 1 88 36 36 118 Z "ITIVE INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD 42x36 80 16<LESS F.O. ONLY BE SNUG TIGHT.THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE 42x3O 150 36 36 180 AUTOMU AFTER THE RESTRAINT IS INSTALLED.OVERHOMING THE JOINT MAY CAUSE A FAILURE 30 88 0 w 30 120 48x42 40 Z Q� AT THE BELL RESULTING IN A SERVICE OUTAGE. 48x42 80 24 52 w -cc 24 50 48x36 88 20 37 Z 48X36 150 0 w 20<LESS F.O. 16<LESS F.O. FD 0 w 1 42 42 220 42 42 138 0 U_ 36 160 36 110 30 80 30 78 24 40 24 37 20<LESS F.O. 20<LESS F.O. PVC PIPE RESTRAINT JOINT SCHEDULE 48 48 250 DUCTILE IRON PIPE RESTRAINT JOINT SCHEDULE 48 48 154 42 180 42 132 36 90 PLATE W-31 B 36 99 JANUARY 2015 PLATE: W-31 A 30 40 JANUARY 2015 30 59 24<LESS , F.0. 24<LESS I F.O. :2:: F.O. FITTING ONLY CO F.O. FITTING ONLY W w Z Z �e (D 6i 0 Lji CO 0 w w < = Ln 0 0 a 0 0 Lh 0 E E U) U-) TEE BOLT TEE BOLT I C MPI CD PLAIN END P.V.C. (U -- RING M.J. D.I. FITTINGS 1-1 PLAIN END P.V.C. BELL Jt. P.V.C. fat A 0 E ANGLE OF DIRECTION CHANGE LC) 0 0 HORIZONTAL BEND w BELL U_ L co RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT L Z X 0 TYPICAL PROFILE 0 TYPICAL PROFILE a- < NJ BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END < W/MECHANICAL RESTRAINERS W/MECHANICAL RESTRAINERS w SECTION et U) DEAD END I- U) w I L < DATE : 4ULY, 2015 �z y -14001.01 pRojECT No. : 4 A F- w DESK"M By : J 8 D 00 DIRT 46 DRAWN BY 0 REDUCER MECHANICAL JOINT SLEEVES UPPER BEND SOME : AS NOTED 0/\ ANGLE OF 45. < U) NO. OF TIE RODS REQUIRED No. Date Revidw DIRECTION CHANGE w TIE RODS Y- 8" DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4" ROD) C) < 10"- 12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4"ROD) U) < W 14"- 16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4"ROD) LOWER BEND < 18"-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4" ROD) RU\1 24" DIAMETER MAIN- 12 TIE RODS REQUIRED PER JOINT(3/4" ROD) Z Z 30"-36" DIAMETER MAIN- 14 TIE RODS REQUIRED PER JOINT(V ROD) < < 42"-48" DIAMETER MAIN- 16 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) PLUG ROD) W DIRECTION CHAN �ul ANGLE OF 45' 54" DIAMETER MAIN- 18 TIE RODS REQUIRED PER JOINT(1 1/4 E < Ui w Uj VERTICAL OFFSET PROFILE DEAD - END THRUST COLLAR ANCHOR 0 LU < TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL)SIZE A Lij AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36&W-37. 0 BRANCH U) Z w w LU tyj U) L I L L Uj III THIS DRAWNG NOT FELEASED FOR 7/,7 U_ C) TEE CONSTFUJI07M LM-ESS 80 NOTED co ABOVE SHEET TmE (2r RUN CD VALVE JEA FIRE HYDRANT LATERAL NOTES: 0 Z GENERAL NOTE: < :D 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL Z < WATER MAIN 1. PAY ITEM"-DENOTES A RESTRAINTWHICH IS PAID FOR ON APER EACH BASIS. BE A TOTAL DISTANCE OF 30 FEET(MIN.). < 2. PAY ITEM—-DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. 2. PAY ITEM DENOI ES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. Z DETAILS .. 6i w _j 0 iZ- < 3. —NO, INDICATES DIRECTION OF THRUST FORCE. 3. PAY ITEM DENO ES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. Ix < a 13- U) MECHANICAL RESTRAINT DETAILS - I MECHANICAL RESTRAINT DETAILS - 11 W d 0 Z LU Z CS ... ...i", Ld , --. f I PLATE W-31 C JANUARY 2015 PLATE W-31 D w I-- Z I__ JANUARY 2015 T_ w w U? 6 Z W R C7.5 k 1 sl-rxvla OF SHEET CDN JEA AVAIL. TM PROSSER -————— Community-Management- Energy- Relationships TEMPORARY 1"SAMPLE VALVE, MOUNTED TO WOOD POST WATER TO 13901 Sutton Park Drive South, Suite 200 FUTURE WATER METER BOX FLOW STRAIGHT DOWN (NOT ANGLE) Jacksonville, Florida 32224-0229 (RELOCATE AS NEEDED) (TO BE REMOVED) PIPE FINISHED GRADE CD Office 904.739.3655 U) Fax 904.730.3413 1" POLY SERVICE PIPE 0 0 Ln 1"SERVICE SADDLE y THREADED STEEL ROD W/NUTS& > www.prosserinc.com W1 CORP MECHANICAL JOINT TEE 71W4 WASHERS(TYP) LENGTH AS REQUIRED ^1000 Uj TEMPORARY 4x4 POST MECHANICAL JOINT TEE Florida Certificate of Authorization (TO BE REMOVED) ROUTE LOCATE WIRE IN Number: 00004050 VALVE BOX(SEE S-49) Q MECHANICAL JOINT VALVE Z '*"\—WATER MAIN W1 LOCATE WIRE 90'THREADED EYE BOLTS W/NUTS < TEMPORARY SAMPLE TAP UTILIZING A NEW 1" WATER SERVICE STUB OUT LENGTH SHALL - LU BE 20 L.F.(MIN.)WITH JOINT RESTRAINTS U) 00 PIPE BELL RESTRAINT THREADED STEEL ROD SMOOTH NOSE BIBB (1/2" MIN), W/NUT&LOCK WATER TO FLOW STRAIGHT DOWN WASHERS (TYP) SOCKET CLAMP WITH SOCKET CLAMP (TO BE REMOVED) (LENGTH AS REQUIRED) WASHERS (TYP.) 45' ELBOW& NIPPLES(1/2" MIN GALVANIZED)(TO BE REMOVED) PLUG ANCHOR STRAP Z (0�O '�r CON- 0 MECHANICAL JOINT PLUG PLUG (TO BE REMOVED) LOCATE WIRE (TO BOX) AUTOMOBILE SERVICE Z SEE NOTE#2) A A 2 1 FINISHED GRADE Z CD 1 0 STATION W/ MINOR PLAN U1 a AUTOMOTIVE w Z w WATER MAIN W/LOCATE WIRE < 0 SERVICE 10 of 0 MECHANICAL RESTRAINT(TYP) 0 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. 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 Z L�j 0 �j AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 10"-12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4"ROD) w w LU < X < 14"-16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4"ROD) 0 0 0 0 0 3. THE CONTRACTOR SHALL UTILIZE THE ABOVE ALTERNATIVE METHODS FOR CONSTRUCTION OF TEMPORARY 18"-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(314"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(I"ROD) 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS OUTLINED BY THE JEA'S ENVIRONMENTAL 42"-0" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 114"ROD) E E 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 E 0 TEMPORARY SAMPLE TAP ALTERNATIVE METHODS LO E 0 0 JANUARY 2015 PLATE W-24 PLUGGED DEAD END USING BOX ACCESS (SEE NOTE#2) MECHANICAL RESTRAINTS 0 A LOCATE WIRE SHALL BE PLACED ON SERVICES 1 OFT OR GREATER. BRANCH VALVE BOX OR LOCATE BOX REQUIRED (SEE NOTE#1) "V"CUT IN 6" PVC PIPE RISER JANUARY 2015 PLATE W-37 C4 w w Z 0 0 6"PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN F4 Uj 41 w 0 w > > Uj 0 0� W w -, LOCATING WIRE 0 < Z F_ Z Uj 0 W _j WATER MAIN Z w < Uj U) w 1-0 w U) < Z 10' MAX :D Ir- T_ > Z of 0� < Uj 0 U) Z X _j w Z w U X w _' 0 Uj (n SPACING 0 - " 0 W 0 Z w 0 0 _j Uj T_ W 0 M M 0 w — w F M 2 Q T w < > _j DATE : JULY, 2015 IQ CO W > W w I - 0 it- Lu 3: W I I I CONNECT WIRE TOGETHER _j >< I— :) Uj 0 a- w 0� W _j Z 0 ;�w S w Z _j 0 Z > X It I LO X i FL (=O L-L -0 < U (D 0 U) - WITH ELECTRICAL WIRE NUT. pFIO&CT No. : 114001.01 < M < 3: 0 0 0 w 0-1 a: 0 < CD w 0� Uj co (Y Q,- w PROVIDE 12" PIG TAIL U) CK 0 co ;�: F__ Uj w w Z w W F_ BOX ACCESS (SEE NOTE#1) W — >_ w ;�: 0 (3f a _j < DESKVjM By : J B D C: LX - < < > �- < P iz� cj� U) Z _j SECURE WIRE TO PIPE WITH 't 0 _j < LU < Uj w w w X 0 �- w Ix w DUCT TAPE OR ZIPPER Uj 0 0 < _3 < 0 W - - w 0 VALVE BOX LOCATE WIRE MAWN By : DPT w w ca 3: > _j :D 2i 3: U) 0 TYPE PLASTIC TIE STRAPS TEE OR SADDLE w < 0 T_ w w w 'IT 0 o U) > I_ 0 < 0 0 4"AND LARGER BRANCH MAIN 41 0 _j 0 _j 0 Uj = b DUCT TAPE OR ZIPPER TYPE —WATER MAIN SCALE AS NOTED 0 Z 0 < _j U) 04 _j LL _j > n PLASTIC TIE STRAPS w w n U) _0 w w _j 0 w U) BRANCH FORCE MAIN < 0 _T E (2"AND LARGER WATER MAIN OR 3"AND LARGER WATER SERVICE PIPE) < UJ 11� DEAD END Ike C) -0 1 PLUGGED LOCATE WIRE BOX UTILIZING VALVE BOX Z Z C WATER MAIN BOLT LOCATING WIRE TO VALVE < BOX&PIGTAIL END (12" LONG) l.— U) 10' MAX 475' MAX 475' MAX < 4) (NOTE 4) (NOT INSTALL CO-POLYMER METER BOX WITH < DUCT TAPE OR ZIPPER w Lij HEAVY-DUTY IRON LID(PAINT TOP OF LID TYPE PLASTIC TIES (POSITION BOX PARALLEL WITH MAIN) LOCATE WIRE SYSTEM N X NOTES: (n 0 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC(PRESSURE 41 CONNECT WIRES TOGETHER WITH a) MAINS).LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL(HDPE)POLY MAIN PIPING(1:00 OR 11:00 POSITION, IF POSSIBLE). 0 PROVIDE 3"THICK ELECTRICAL WIRE NUT. (PROVIDE < 2. SECURE LOCATING WIRE TO PVC&D.I.P.WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A GRAVEL BOTTOM 12" LONG PIGTAIL ENDS) MAXIMUM DISTANCE OF TEN(10')AND AT EACH SIDE OF BELL JOINT OR FITTING. METER 2"PVC RISER PIPE THS DRAWM NOT FO.EASM FOR LOCATING WIRE (ROUTED IN PIPE) CONSTFLIC11014 MESS 80 NOTM 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. ABOVE (Y LOC�\TING WIRE DUCT TAPE OR ZIPPER TYPE WATER MAIN 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX(WITH A VALVE)OR A METER BOX(IF NO VALVE)AT 475 PLASTIC TIE STRAPS SHEET 7TRE INTERVALS.SEE DETAIL PLATE W-44B.WIRE CONNECTIONS BELOW GROUND(OUTSIDE OF A BOX)SHALL BE AVOIDED. —DUCT TAPE OR ZIPPER 0 TYPE PLASTIC TIE STRAPS. 5. REFER TO SECTION 350 FOR LOCATE WIRE SPECIFICATIONS. 0 w < 6. ")K"INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. CONNECTION AT LARGE METER BOX F__ JEA- 11 0 (3"OR LARGER SERVICE) Z C) < 1k A < 7. "o"INDICATES A WIRE PIG-TAIL(12"LONG) NOTES: LOCATE WIRE BOX UTILIZING METER BOX D (/) WATER MAIN Ld Z < co < 8. FOR FIRE HYDRANT LOCATE WIRE REQUIREMENTS AND EXCLUSIONS,SEE PLATES W-12,13 AND 14. ") U 1. NOTE THAT TI- E BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. NOTES: 0 9. AN"LW"CUT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES. Z DETAILS Z 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6"PVC RISER PIPE SECTION(SEE W-18). 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6"PVC RISER PIPE(SEE W-18). < 0 I w < LOCATE WIRE CONSTRUCTION FOR WATER @ MAINS LOCATE WIRE FOR BRANCH MAIN LOCATE WIRE BOX ORD 0 Z Z w < E 0 JANUARY 2015 PLATE W-44 JANUARY 2015 PLATE W-44A JANUARY 2015 PLATE W-44B Lo LU Lo w .6 6 LIC7.6 0 0 STAT E OF 8 H E E T D NAA�_' TM PROSSER Community-Management- Energy-Relationships VARIES 13901 Sutton Park Drive South, Suite 200 M REFER TO S-15 DETAIL. Jacksonville, Florida 32224-0229 4' DIA REINFORCED Office 904.739.3655 CONCRETE MANHOLE 0 INSIDE DROP FOR 8" 3: CUT OFF PIPE 0 Fax 904.730.3413 0 _j Z LL ol _j AT WALL LINE (TYP) U_ 0 (TYP) HIGH-LINE (NOTE2) LL U_ INFLUENT SEWER PIPE WITH OUTSIDE REFER TO S-1 5 DETAIL. 0 0 www.prosserinc.com REFER TO S-15 DETAIL. --INFLUENT SEWER PIPE WITH DROP(SEE NOTE 1) rV LU 4' DIA REINFORCED LL_ Florida Certificate of Authorization CUT OFF PIPE CONCRETE MANHOLE UU I SIDE DROP (SEE NOTE 1) AT WALL LINE (TYP) Number: 00004050 INFLUENT SEWER PIPE (TYP) (SEE NOTE#1) 6"(TYP.) 8"OR 10"GRAVITY INFLUENT FLOW 0 SEWER PIPE (SEE NOTE: 1) EXTEND PIPE 2" BEYOND CUT OFF PIPE (TY 6 INTERIOR WALL VD AT WALL LINE (TYP) 6' w LEVELING COURSE, 12" (MIN.) < ALBOWLTO (M I N.�- DROP BOWL(2 MAX PER M/H)SE THICKNESS OF GRANULAR LEVELING COURSE 12 WALL W/3M SERIES 5200 MARINE CAULK& BACKFILL(#57 STONE) THICKNESS OF GRANULAR SECURE W/4(MIN.)3/8"x 1-1/2"304L S/S BACKFILL(#57 STONE) BOLT,ANCHOR&WASHER 4' DIA REINFORCED CONCRETE MANHOLE D, CONCRETE TO FORM PVC 90' ELBOW LONG (TYP) SOLID CLASS"C" 0 EASY FLOW CURVES (SPIGOT&GASKET) CONCRETE, SOLID FILLER j LEVELING COURSE 12" (MIN.) d BRICKS ONLY ALLOWED AS LL SOLID CLASS"C'. Z 0 THICKNESS OF GRANULAR FILLER, NO RUBBLE. SOLID CLA S"C" j NOTES: CONCRETE, SOLID FILLER 0 CONCRETE, SOLID FILLER U_ BACKFILL (#57 STONE) GRADE TO 1/2" PER FOOT. BRICKS ONLY ALLOWED AS BRICKS ON LY ALLOWED AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW FILLER, NO RUBBLE. AUTOMOBILE SERVICE FILLER, NO RUBBLE. CHANNELS AND EFFLUENT PIPE SHALL BE 90' OR GRADE TO 1/2" PER FOOT. NOTES: GRADE TO 1/2" PER FOOT. GREATER UNLESS APPROVED OTHERWISE BY JEA. CONCRETE TO FORM Z k____<200 EASY FLOW CURVES Z 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE NOTES: 0 STATION W/ MIN'OR SHALL BE BETWEEN 90'- 180' UNLESS OTHERWISE APPROVED BY JEA. 2. THE 8" HIGH-LINE,WHERE UTILIZED, SHALL ENTER Ir LU 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 LU W AUTOMOTIVE PLAN VIEW (S-5) F5 SHOWN ABOVE. APPROVED OTHERWISE BY JEA. w Z w PLAN VIEW (S-3) (FOR SECTION VIEW SEE S-4) w < INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN 2 Z SERVICE 2. THE INTERIOR AND EXTERIOR OF THE MANHOLE AND THE (FOR SECTION VIEW SEE S-2) COATS OF BITUMINOUS WATERPROOFING MATERIAL. MANHOLE FRAME&COVER 3. IF SPECIALITY LINER IS TO BE INSTALLED ON INSIDE OF MANHOLE,THE BITUMINOUS WATERPROOFING MATERIAL FINISHED GRADE /-GROUT SHALL BE OMITTED ON THE INSIDE. 4. TYPE"D"MANHOLES SHALL BE USED FOR 12"OR LARGER INFLUENT PIPES W/ZOR GREATER INFLUENT DROP. :T. PLAN VIEW (S-8) 12" NOMINAL, 18"MAX. MANHOLE FRAME&COVER CONCRETE ADJUSTMENT -------------------- (FOR SECTION VIEW SEE S-7) RINGS OR BRICKS (TYP) FINISHED GRADE GROUT MANHOLE FRAME &COVER LU GROUTED IN PLACE 2'-8"DIA. FINISHED GRADE Z Z r 8" GROUT U) LL w < T_ < (2 SEALERS PER JOINT) Z 12" NOM, 18" MAX Z, REFER TO S-15 DETAIL. 9 12"NOMINAL, 18" MAX. - P ------------ 7777 M E E CONCRETE ADJUSTMENT RINGS OR BRICKS (TYP) -8"D 8 2 1 '-CONCRETE ADJUSTMENT GROUTED IN PLACE h RINGS OR BRICKS (TYP) 8 1, J1 2'-8" DIA. 8"OR 10"GRAVITY INFLUENT SEWER GROUTED IN PLACE PLASTIC JOINT SEALER C? PIPE EXTEND PIPE 2" BEYOND E (2 SEALERS PER JOINT) INTERIOR WALL(SEE NOTE 1). Z E Z 4'-0" DIA I . 2 :2 REFER TO S-1 5 DETAIL. 0 -0" DIA 6 5' C) 9 DROP BOWL(2 MAX. PER M/H) (SEE NOTE#1 FOR 6-0"RE SEAL BOWL TO WALL W/3M Uj SERIES 5200 MARINE CAULK --ADJUSTABLE CLAMP BRACKET 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 E 5" 4'-0"DIA 8"OR 10"S/S CLAMP BRACKET 8"OR 10"GRAVITY INFLUENT 6-0"DIA PLASTIC JOINT SEALER SEWER PIPE (SEE NOTE 4) ca WIDE (MIN) EXTERIOR JOINT (SEE NOTE 7) (SEE NOTE 4) 6" (2 SEALERS PER JOINT) 4'-0" DIA. TAPE APPLIED OVER PRIMER I SLOPE 1/2' (SEE NOTE 8) GREATER DROP (NOTE 4) 5" -------- Ln PER FT. (T 0 PVC 90' ELBOW LONG ------- U) N LU (SPIGOT X GASKET) L 04 1/2"PER FT DATE JULY, 2015 GROUT IN PLACE < INVERT ELEV. GIVEN ON cl� U) > PVC SDR-35 OR SDR-26 DROP PIPE PLANS AT THIS POINT SOLID CLASS"C" pRojECT No. 114001.01 (DIA. EQUAL TO INFLUENT PIPE) CONCRETE W/SOLID 0 .. . 1 11 . , , .;., � .: 6"WIDE (MIN)EXTERIOR STANDARD PVC TEE 4LY ,�:! ,";I < 21 1, , 0 FILLER BRICKS ONLY 1- __-"'. , % > f .'% . '. I - .1 DESKINI�D By : JBD JOINT TAPE APPLIED OR GREATER DROP (NOTE 4) 2 ALLOWED AS FILLER SLOPE 1/2"PER DPT FT. (TYP) NO RUBBLE, GRADE TO SOLID CLASS"C"CONCRETE (SEE NOTE#5) OVER PRIMER ELEVATION TO MATCH CROWN DRAWN By : ---REFER TO S-15 DETAIL. PVC RISER-LENGTH AS 0) W/SOLID FILLER BRICKS ONLY 1/2" PER FOOT. OF EFFLUENT 'TJ ALLOWED AS FILLER, NO RUBBLE. REQUIRED U) AS NOTED CONSTRUCT SPILLWAY WHERE SCALE : LO 6' INVERT OF UPPER SEWER IS REM. Z 11,�, ABOVE MID HEIGHT OF LOWER ...... LEVELING COURSE, 12"(MIN) U) ......... .......... ....... ...... .. . .......... . NM Date RevIellm ....... .......... ............ THICKNESS OF GRANULAR (0 0 SEWER. > LEV IN UNSUITABLE SOILS, SOLID CLASS"C"CONCRETE C) IM/ X\/1 I\V/M/ Ix BACKFILL(57 STONE) JOINT BEND STANDARD PVC PUSH ON Q ELING COURSE, 12" (MIN) UNDISTURBED SOIL MIN. UNDISTURBED SOIL MIN. THICKNESS OF GRANULAR BEARING CAPACITY: 6 < 41 OVER-EXCAVATION IS W1 SOLID FILLER BRICKS ONLY BEARING CAPACITY: BACKFILL (57 STONE) 2000 LB/SQ FT. SECTION VIEW (S-4) REQUIRED (SEE NOTE 6). LJJ ALLOWED AS FILLER, NO RUBBLE. 2000 LB/SQ FT. IN UNSUITABLE SOILS, (FOR PLAN VIEW SEE S-5) Z OVER-EXCAVATION IS NOTES: LEVELING COURSE, 12" (MIN) Lti .......... .......... ... SECTION VIEW (S-2) C/) REQUIRED(SEE NOTE#6). ........... ...... ............ .... .......... THICKNESS OF GRANULAR U) 1 THIS ASSEMBLY IS FOR 8"OR 10"GRAVITY INFLUENT LINES ONLY.NO DROPS ALLOWED FOR FORCE MAINS. MAXIMUM OF 2 INSIDE DROP 41 (FOR PLAN VIEW SEE S-3) .......... ....... ...... ... BACKFILL(57 STONE) BOWLS PER MANHOLE.A T-O"DIA.MANHOLE(6"THICK WALLS)IS REQUIRED IF TWO INSIDE DROPS ARE CONSTRUCTED WITH ONE OR BOTH < BEING 10"SIZE. DROP BOWL BY RELINER OR APPROVED EQUAL REQUIRED.THE INSIDE DROP FOR AN 8"HIGH-LINE SHALL BE UNDISTURBED SOIL MIN. Lij NOTES: CONSTRUCTED SIMILAR TO ABOVE(SEE PLATE S-5). BEARING CAPACITY: IN UNSUITABLE SOILS, < < OVER-EXCAVATION IS 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF 2000 LB/SQ FT. 2. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.C-478 WITH 4000 LB. REQUIRED (SEE NOTE 6). Z r I j A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE 11 CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE CONC.,TYPE 11 CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NOWSHRINK GROUT AND COATED WITH SECTION VIEW (S-71 < FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL. U) _Ln 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) WATERPROOFING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL. 4. TYPE"B"MANHOLE MUST BE USED OR ZOR GREATER INFLUENT PIPE DROPS. 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.C-478 WITH 4000 LB. < 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE,THE BITUMINOUS CONC.,TYPE 11 CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON-SHRINK GROUT AND COATED WITH TM DRAWNG NOT FELEASM FOR 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. 0ONSTFU07M UNLEM W NOTM 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 I RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS ABOVE Z WATERPROOFING MATERIAL. LARGER THAN 10"IN SIZE. 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE (MIN) EXTERIOR JOINT TAPE 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE,THE BITUMINOUS WATERPROOFING SHALL BE,OMITTED ON SHMT TME 11 GA.W/3/8"DIA. 18-8 PINCH BOLTS AND NUTS.SECURE TO (WITH PRIMER .TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 7. ADJUSTABLE CLAMPING BRACKET(\AIN.2 PER DROP BOWL ASSY). 1-1/2"WIDE INSIDE. M/H WALL WITH(2)3/8"X V BOLT,ANCHOR&WASHER PER BRACKET ASSY.ALL 304 OR 316 STAINLESS STEEL MATERIALS. 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 W1 ZOR GREATER INFLUENT DROP. .8. ALL MJH JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6"WIDE(MIN)EXTERIOR JOINT TAPE(W/PRIMER).TAPE ON THE CONE C) w JEA- < OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED WITH C\j [-- 0 OVER-EXCAVATE AN ADDITIONAL 12" (AT A MIN.) SECTION IS OPTIONAL. 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 0 AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM D1557)OR Z SECTION IS OPTIONAL. U) 9. IN SILTS,CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML,CL,OL,MH,CH,OH AND PT)THE SOILS 13ANITARY AND BiACKFILL WITH GRANULAR BACKFILL(57 STONE). < % Z 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 < Ld D1557)OR OVER-EXCAVATE AN AIDE ITIONAL 12"(AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). (j _-) M SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED WITH AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM Z SEWER DETAILS D1 557)OR OVER-EXCAVATE AN ADDITIONAL 12"(AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). 0 0 < '7 Of < 0 < 0- 0 Cn SANITARY SEWER TYPE "A" MANHOLE SANITARY SEWER TYPE "B" MANHOLE SANITARY SEWER TYPE "D" MANHOLE < U) (i _0 @ 8"-21 " SEWERS 8"-10" SEWERS 12"-21 " SEWERS F_ d Z r�D W Z 0 Ld P N PLATES S-2, S-3 JANUARY 2015 PLATES S-4, S-5 JANUARY 2015 PLATES S-7, S-8 a: Ln JANUARY 2015 w i� -r U) Z 6 C7.7 STATE OF DAVII�j !.E 8 H E E T D /ON 0! ILI TM PROSSER Community- Management- Energy-Relationships PRECAST MANHOLE FILL ALL LIFTING HOLES BASE W/NON SHRINKING GROUT 13901 Sutton Park Drive South, Suite 200 FILL VOID AREAS WITH AND COAT W/BITIMINOUS Jacksonville, Florida 32224-0229 PRECAST MANHOLE NON-SHRINK GROUT CUT PIPE FLUSH TO WATERPROOFING MATERIAL BASE EDGE OF INTERIOR WALL FILL ALL EXTERIOR VOIDS AND Office 904.739.3655 U) ENCAPSULATE ALL EXTERIOR Z Fax 904.730.3413 FILL INTERIOR VOID AREAS W/ 0 MANHOLE INVERT NON SHRINK GROUT FLUSH W/ PARTS OF THE RUBBER BOOT INSIDE OF MH CREATING A COLLAR Wi NON > www.prosserinc.com SHRINK GROUT LU Florida Certificate of Authorization GRAVITY SEWER PIPE . . . . . . MANHOLE INVERT V Number: 00004050 IETE W/ SOLID CLASS "C" CONCR GRAVITY SEWER PIPE SOLID FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE. PVC SAND SLEEVE/COUPLING NOTES: PRECAST CONCRETE (SAME SDR AS PIPE) MANHOLE RUBBER BOOT, DOUBLE BANDED, 316 S/S CLAMPS, Uj PVC SAND SLEEVE MEETING THE ASTM C923 STANDARD. Kor-N-Seall I EX SERIES (FOR EXISTING AND NEW M/H CONSTRUCTION) CONNECTOR WITH DOUBLE STAINLESS STEEL BANDS OR EQUAL RUBBER BOOT (FOR NEW M/H CONSTRUCTION ONLY, MAXIMUM DEPTH 15FT) AUTOMOBILE SERVICE d Z Z 0 STATION W/ MINOR LU Cn AUTOMOTIVE Z LU Uj af MANHOLE FRAME & COVER < Z SERVICE FINISHED GRADE (n 0 00 SEAL W/COAL TAR MASTIC OR PREMOLDED PLASTIC JOINT 7- DIA OF MANHOLE VARIES J VARIES W/MANHOLE DIA 32" SEALER (2 PLACES PER JOINT) -17 FOR DETAILS SEE S GROOVE TO BE FORMED 6" (MIN) EXTERIOR JOINT TAPE WITH AN ACCURATE 6" (TYP APPLIED OVER PRIMER (TYP) BELL RING FORM L LU Uj P Z Z 48" DIA 0 Cd Uj I- C\1 Uj Z < w < SOLID CLASS "C" CONCRETE W/SOLID 1 1/4" 5" FILLER BRICKS ONLY ALLOWED AS FILLER NO RUBBLE, GRADE TO 1/2" PER FOOT. 9 #4-6" O.C, E.W. N E E (0 00 LB POURED IN PLACE 4,0 P.S.I. CONCRETE PAD 21/4 ...... NOTES: 2-NON PENETRATING 4 : 4. E THE USE OF THE POURED IN PLACE MANHOLE BOTTOM SHALL BE MINIMIZED PICKHOLES (SEE DETAIL) 1 3/8" (0 % AND SHALL BE SPECIFICALLY APPROVED BY JEA PRIOR TO CONSTRUCTION. WIDE LEVELING COURSE, E 0 12" (MIN)THICKNESS OF GRANULAR BACKFILL 0 MANHOLE BOTTOM (57 STONE) Q0 ) RID NON-SKID SURFACE IN UNSUITABLE SOILS (DIAMOND PATTERN) OVER-EXCAVATION IS I MANHOLE PIPE CONNECTION DETAIL REQUIRED (SEE NOTE#3) LO PICKHOLE DETAIL -TYPE "C" MANHOLE January 2015 PLATE S-1 5 34 1/8" COVER DATE JULY, 2015 41 �o _/�/X//// :F(77777777777//// SOLID CLASS "C" CONCRETE W/SOLID pRojECT No. : 11400 1.01 = Z MANHOLE JOINT "A" "B" "C" "D co FILLER BRICKS ONLY ALLOWED DESKVdM By : J B D 3: INSIDE WALL AS FILLER NO RUBBLE, GRADE 7' JOINT ANGLE 53.043 52.543 51.500 1 52.000 COVER MACHINED SURFACE (SMOOTH) TO 1/2" PER FOOT. DRAWN F3y DPT 0 DOVETAIL GROOVE &GASKET 5" 48" DIA U) 48" I.D. (SEE DETAIL BELOW) SCALE AS NOTED 0 35 3/4" 9 511 LEVELING COURSE, _j --.I . W N 12" (MIN)THICKNESS C,4 I PREMOLDED PLASTIC JOINT PREPRIMED JOINT 34 1/4" < 8 RBS OF GRANULAR BACKFILL No. Date Revision SEALER WITH PROTECTIVE SURFACES M (57 STONE) cj� 4-1 WRAPPER TO COVER ENTIRE "B" ACHINED SURFACE w —OUTSIDE WALL JOINT AREA(APPLY JOINT Pt < C,( "C" Z SEALER TO TOP AND W 41 7 OUTSIDE WALL BOTTOM SURFACES, Z M_— gg M- -- 0 RAID 1/8" (TYP) REMOVE WRAPPER DURING 31 1/2" a) — INSIDE WALL ................................. < -4-1 CN) w ASSEMBLY) V (n ... 00 — NEOPRENE "T" GASKET .............. ................ U) 0 LO 40 1/2" ............ ...... U) IN UNSUITABLE SOILS, .... ... . . .. "D" RING COVER > < > LJJ 12� Uj JOINT ASSEMBLY DETAIL "A" RING OVER-EXCAVATION IS ---) < REQUIRED (SEE NOTE#3) NOTES: TYPE - "C" MANHOLE WITH FLAT TOP Z W OUTSIDE WALL JOINT CONSTRUCTION DETAIL 1. MATERIAL:ASTMA-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT INSIDE WALL SECTION VIEWS NOTES: EXTERIOR JOINT SEALANT 2. RING WEIGHT 230 LBS APPROX. < GROOVE & GASKET DETAIL MIN) MEMBRANE (6 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. CENTERED ON JOINT 3. COVER WEIGHT 230 LBS.APPROX. C-478WITH 4000 LB. CONC., TYPE 11 CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED 11-M DRAV" NOT FIIELEASW FOR EXCESS JOINT SEALER -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. WITH NON CONSTRLICTM MEN 80 NOTED Z SHALL BE TRIMMED 4. ALL DIMENSIONS ARE SHOWN IN INCHES. FLUSH TO INSIDE —ALL LIFTING HOLES (INSERTS) AWVE 2.THE INTERIOR AND EXTERIOR OF MANHOLE AND INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COAT SURFACE SHALL BE FILLED WITH 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL OF BITUMINOUS WATERPROOFING MATERIAL. -SHRINK GROUT AND INCLUDE THE"JEA" LOGO AND A NEOPRENE GASKET. SHEET TIITLE NON COATED WITH BITUMINOUS 3. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, < WATERPROOFING MATERIAL 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA(SUCH AS PRIVATE SEWER COLLECTION CH, OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24"(AT A MIN.)AND BACKFILLED SYSTEMS, PRIVATE (FORCE MAIN)PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE WITH AASHTO CLASS A-3 SOIL(COMPACTED TO 98%,ASTM D1557)OR OVER-EXCAVATE AN ADDITIONAL 12-' w "SANITARY SEWER"GENERIC LETTERING(NO"JEA"LOGO OR NEOPRENE GASKET). (AT A MIN.)AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). JEA— COMPLETED JOINT DETAIL 0 < Z Uj < U) M D < SANITARY Z SANITARY SEWER TYPE "C" MANHOLE e% 0 Z Z 6j SEWER DETAILS n LU _j < PRECAST SEWER MANHOLE JOINT DETAIL SANITARY SEWER MANHOLE FRAME AND COVER 8"-21 " SEWERS 0 � < < 0- 0 U) @ JANUARY 2015 PLATE S-17 JANUARY 2015 PLATE S_1' JANUARY 2015 PLATE S-6 co F_ 0 Z 0 R/) Z CD Z Ci % Z: 0.6 7 7.8 Z 0 0 STATE OF �0,114WIAA�DAPVCMW DAVLq 6 8 H E E T i 0 DR" 1CZT; _ -11-: TM PROSSER ips Community-Management- Energy-Relationsh 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 \x 777� 7 '77 7 7,7\ \7 x /\W Office 904.739.3655 \\X/ /\om //N/;/\ / `� XNNII -x >�\- w ,77\�, 7 &-SEE NOTE#4 U) 0 w DEPTH VARIES Fax 904.730.3413 o� - C) I-- Z w a LENGTH OF PIPE CENTERED 0 0 > 9' MIN 9' MIN /- FULL 0 w AT CROSSING, SEE NOTE #1 01-- w > www.prosserinc.com W w >5 0, PROPOSED FORCE Z U) FULL LENGTH OF PIPE <1� CENTERED AT CROSSING EXISTING UTILITY PIPE Florida Certificate of Authorization 2 w MAIN SIZE &TYPE LOCATE WIRE, SEE NOTE#3 w (SEE NOT #1) LOCATE WIRE (SEE NOTE#3) Number: 00004050 K U) VARIES SEPARATION MECHANICAL JOINT 11-1/4',22-1/20 -S (SEE OR 45- BENDS (SIZE VARIES) VARIE NOTES #1&2) + SEPARATION S PROPOSED FORCE MAIN EXISTING CONFLICT PIPE (SEE NOT 2) SIZE &TYPE VARIES w RESTRAINED JOINT (TYP.) SIZE AS REQUIRED MECHANICAL JOINT 11-1/40, 22-1/2' OR 45- (SIZE VARIES) THE LENGTH OF THE PIPE TO BE 9' MIN 9' MIN L vv ,x SEPA"RATION I /_ 'RATION S NOT 2) MECH 22 1/2 RESTRAINED ON EACH SIDE OF BEND RESTRAINED JOINT (TYP.) SHALL BE IN ACCORDANCE WITH THE LENC TH OF THE PIPE TO BE �PIPE SIZE AS REQUIRED RESTRAINT JOINT SCHEDULE. RESTRAI� ED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH CASE "A" CROSSING RESTRAINT JOINT SCHEDULE. CASE "B" CROSSING. NOTES: NOTES: AUTOM"OBILE SERVICE d 1. IF EXISTING CONFLICT PIPE IS A WATER OR RECLAIMED WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF 1. IF EXISTING 'ONFLICT PIPE IS A WATER OR RECLAIMED WATER MAIN, 12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF Z Z PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. PIPE SHALL 3E CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 0 STATION W/ MAINOR 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL(S-26&S-27). 2. FOR OTHER -OCATION LIMITATIONS SEE DETAIL(S-26&S-27). LU w Z AUTOM"OTIVE (D 2 Uj 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. 3. LOCATING"IRE REQUIRED: SEE DETAIL S-49. Z w LU < Z SERVICE 4. THE COVER FOR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN) IN UNPAVED AREAS, 36"(MIN) IN PAVED AREAS AND A MAXIMUM 4. THE COVER ::OR PIPING LESS THAN 24"SIZE SHALL BE 30"(MIN)IN UNPAVED AREAS,36"(MIN) IN PAVED AREAS AND A MAXIMUM MANHOLE FRAME & COVER U) 0 LU COVER OF 60", UNLESS PRE-APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND COVER OF 6)", UNLESS PRE-APPROVED BY JEA.THE COVER FOR PIPING 24"SIZE AND LARGER SHALL BE 36"(MIN)IN PAVED AND < - (SEE NOTE#3) a LL UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. UNPAVED A��EAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA. Z 0 - GRADE Z = 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED 00 ADJUSTMENT BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. N - RINGS (TYP) FLAT TOP SECTION (8"THK. MIN) ADJUSTMENT OVER EXISTING UTILITIES ADJUSTMENT UNDER EXISTING UTILITIES LU w MECHANICAL RESTRAINTS MECHANICAL RESTRAINTS LU < T_ o 0 0 0 0 VALVE SUPPORT JANUARY 2015 PLATE S-39 JANUARY 015 PLATE S-41 BRACKET AIR VALVE ASSEMBLY (SEE NOTE#4) W/BACKWASH FEATURES E E 4' DIA OR 4 SQUARE MANHOLE (MIN)W/FLAT TOP �'j SECTION, NO BOTTOM. PROVIDE SPECIALTY U) w INTERIOR LINER. DOG HOUSE MANHOLE DESIGN WITH 12" SEPARATION (MANHOLE TO PIPE) MAY E < /-EXIST. YARD PIPING CONNECTION > BE UTILIZED. (SEE NOTE#2) E SEWER LATERAL MARKER REQUIRED :2 0 SEWER SERVICE LATERAL MARKER TO BE DETERMINED IN FIELD 0 REQUIRED FOR NEW DEVELOPMENT FOR NEW DEVELOPMENT AREA VALVE (SEE NOTE#5) AREAS (SEE NOTE#1) (SEE NOTE#1) IF NO CURB SCRIBE LETTER 0 ADAPTER (IF REQ.) E C RB &GUTTER "S" IN FRONT OF SIDEWALK 12" MAX SIDEWALK (0 WIDTH OF RIGHT-OF-WAY VARIES (PAINT GREEN) w P/L 5' ENGRAVE IN CURB THE LETTER AVG. GROUND SURFACE 00 (D "S"AT SEWER HOUSE SERVICE S ELECTRIC "SEWER" MARKER 6' MIN GRAVEL I co LOCATION (PAINT GREEN) LO (SEE NOTE#1) JOIN TO EXIST. CONN. IN FRONT OF co 0 -TOP OF PAVEMENT 04 SIDEWALK, DRIVEWAY OR P/L SLOPE DOWN TO MAIN SCRIBE THE LETTER"S" MIN. OF 2" (1/8" PER V MIN) (4 1 7/\77 En - % A Q,Ni��1 0_01 t HiM JULY, 20115 L C\1 DATE HIGH & 1/4" DEEP IN CURB (PAINT GREEN) LU j:. - CURB -4-1 w Z > w D 0 �__ 01-- S pRojECT No. : 11400 1.01 0 EXIST 4" YARD PIPING 1- 0 Z D Z DESIGNED By : J B D (D CONNECTION (TO BE LOCATED 0 HOUSE LATERAL (SEE NOTES#2 &#4) w WIDTH OF TRENCH W (NOTE#3) PRIOR TO INSTALLING TEE _j OFF-SET PIPING "IF REQUIRED" - DRAWN By : D PT co _L_ U BRANCH). PROVIDE FLEXIBLE 6" BEND SHORT RADIUS (2" MIN, SEE NOTES#1 &#6) 316 SS PIPE ADAPTER COUPLING (FERNCO W w 0 AND FITTINGS C/) SCALE AS NOTED < OR EQUAL). LU U) _j C14 STANDARD TEE-WYE FITTING (TYP) FOR OFF-SET PIPING LARGER THAN 2 INCH 77 0 6" BEND (00 SIZE, PROVIDE A GATE VALVE INSTALLED < '--LAY IN UNDISTURBED SOIL GRAVITY VERTICALLY (W/B&C) NEAR MAIN (SEE NOTE#6) Na Date Revidw 6" PIPE w q OF SEWER AND STREET C) LIJ LAY IN COMPACTED SEWE MIN. SLOPE D 0 SOIL UNLESS SHOWN OTHERWISE 41 0 Z 1/8" PER FOOT ON PLANS 2" SS BALL VALVE LL Uj 0 61 STANDARD TEE-WYE FITTING (SEE NOTE #6) 1:) LIJ U) Z J (30- MIN., 60- MAX.) PROVIDE 6" PLUG SEWER FORCE MAI w _.E_LOW LIJ OR CONNECTION To 0 75 U) 4-1 &4 C0 in YARD PIPING C14 0 * < FOR PLAN VIEW SEE S-19 0 D w NOTES: Uj cl� C) I__ Z i_- 0 1. THE AIR ASSEMBLY MANHOLE SHALL BE LOCATED OUTSIDE OF THE ROADWAY PAVEMENT AREA(I.E. LOCATED IN NON-TRAFFIC AREAS). IF < W D Z OFF-SET PIPING IS REQUIRED,THE PIPING SHALL BE 2 INCH MINIMUM, (SAME SIZE AS AIR VALVE INLET). FOR PIPE SIZES 3 INCH AND 20 - w -r Y FOR SECTION VIEW SEE S-20 SMALLER: PIPING SHALL BE 316 STAINLESS STEEL SCHAO, STD GRADE,THREADED. FOR PIPE SIZES 4 INCH AND LARGER: Z U) F- -J tJ NOTES : < PIPING SHALL BE 316 STAINLESS STEEL SCH. 10(MIN),WELDED OR PVC DR-18 PIPE AND FITTINGS-RESTRAINED. < w U) >: W I. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC "SEWER"MARKER IS REQUIRED FOR w w 0 2. THE CONCRETE MANHOLE SHALL INCLUDE A POLYURETHANE SPECIALTY LINER(PER SPEC SECTION 446)TO BE INSTALLED ON THE ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT IN USE",A _j LU U) INTERIOR SURFACES INCLUDING THE RISER SECTION TOP AND THE ADJUSTMENT RINGS.A BITUMINOUS WATERPROOFING MATERIAL SHALL _3 or- LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)OR AN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO < I.- or� BE PROVIDED ON THE OUTSIDE SURFACES OF THE MANHOLE. < U) 0 ELECTRONIC "SEWER" Lij MARK THE LOCATION OF THE 6"PLUG. MARKER (SEE NOTE#1) 3. FRAME AND COVER SHALL BE JEA STANDARD.THE COVER SHALL HAVE NO GASKET TO ALLOW AIR TO EXIT VAULT(REMOVE GASKET IF TM DRAWIING NOT FFIEASM FOR 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET P/L FLEXIBLE ADAPTER NECESSARY FROM THE UNDER SIDE OF STANDARD JEA COVER).THE COVER(WHEN FLIPPED OPEN)MUST CLEAR THE AIR VALVE CONSTRUCTIION Lft.M 80 NOTED Z (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). ASSEMBLY AT ALL TIMES OR A SQUARE TOP WITH ALUMINUM DOOR SHALL BE PROVIDED(NON-TRAFFIC LOCATIONS ONLY). ABOVE COUPLING (FERNCO OR EQUAL) NOTES: 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. 4. A VALVE SUPPORT BRACKET IS ONLY REQUIRED FOR ASSEMBLIES WHICH INCLUDE OFF-SET PIPING.THE BRACKET SHALL BE WELDED AND SHMT TffLJF- 1. FOR SEPTI TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS FABRICATED FROM ALL 316 STAINLESS STEEL MATERIALS AND INCLUDE 6"x 6"x Y8"THICK END PLATES(CONTOURED TO MATCH ATTACHING 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A REQUIRED FOR ALL LATERALS WHICH ARE"NOT"IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS SURFACES), 3"ANGLE [RON FOR SUPPORT ARMAND TWO U-BOLTS V8" DIATO ATTACH AROUND AIR VALVE. SECURE TO CONCRETE "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. "NOT IN U§E",A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE MANHOLE WITH FOUR /2" DIA X 2"LONG S/S ANCHOR(MIN). MODIFY THE ABOVE AS REQUIRED TO FIT SPECIFIC AIR VALVE AND TO ASSURE A < 0 LOCATION�OF THE 6"PLUG. SOLID SUPPORT BRACKET. w F JEA- 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE 0 r Z C) CONSTRUCTED WITH A"DEPTH OF CUT"GREATER THAN 12 FEET. 2. THE MINIM JM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 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 < U) < 60 FEET(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). FLANGE GATE VALVE(WHEEL OPERATOR)OR PLUG VALVE. (LEVER ARM OPERATOR)SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. D < SANITARY LLJ Z CC) 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. 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 161,AND LARGER. 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 0 Z SEWER DETAILS SLEEVE OR DUCTILE IRON TEE FITTING.ALSO, FOR OFF-SET PIPING LARGER THAN 2 INCH SIZE, PROVIDE A GATE VALVE(INSTALLED . .. L _-) w _j Z 7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, 4. ALL GRAVi ry SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) VERTICALLY NEAR MAIN). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 0 1,- < < < I WHERE POSSIBLE(CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). WITH A"DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. < A LATERAL REQUIRING MORE THAN 60"OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. U) 0 P ci Z Ld HOUSE LATERAL SECTION VIEW HOUSE LATERAL PLAN VIEW AIR VALVE ASSEMBLY INSIDE MANHOLE W Z (_q �? w < CO L0 0 w I JANUARY�2015 JANUARY 2015 PLATE S-29 (D w JANUARY 2015 PLATE S-20 PLATE S-19 Cj :E U) Z No. 6252' C7.9 0 6 0 0 STATE' 0 tz, DA 8 H E E T A PROSSER I Community-Management- Energy- Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 LENGTH (L)TO BE RESTRAINED (SEE PLArE Nos.38C&38D FOR ADDITIONAL DETAILS) HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS TEES Office 904.739.3655 NOMINAL 45' BENDS OR SEE NOTE 5 U) Fax 904.730.3413 PIPE 90, 45' 22.5' 11.25' (SEE NOTE 4) DEAD RUN BRANCH 0 SIZE BENDS BENDS BENDS BENDS UPPER LOWER ENDS SIZE SIZE SIZE Ln > www.prosserinc.com (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) �IN.) L(FT.) (IN.) (IN.) L(FT.) w PVC PIPE RESTRAINT NOTES: 4 20 8 4 2 20 3 50 5x4 35 4 4 F.O. ry Florida Certificate of Authorization 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20. lBx6 35 4 6 10 urn er: 0 0 RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS Bx4 65 4< LESS F.O. INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 35 8 8 30 6< LESS F.O. 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5,TEST PRESSURE=1150PSI, SOIL=GM OR 10 40 18 8 4 45 6 110 �Ox6 65 10 10 48 SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 1 2x10 35 8 14 OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 14 56 23 10 5 60 9 140 12x8 65 6< LESS F.O. w 13x12 65 12 12 65 0 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16 60 26 11 6 67 10 160 10 35 95 13X10 8< LESS F.O. 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 1 12 180 2Dx18 35 16 16 100 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) 20 75 32 13 7 80 1 13 195 2 x16 65 12 40 >- 2Dx12 120 10< LESS F.O. LEVEL.ASSUME 45 DEGREE BENDS. 24 76 33 15 7 81 14 200 20 20 130 — 24x2O 65 16 80 5. TEES:TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 0 SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE — 24x18 95 12< LESS F.O. Z (D LD 'IT CO 04 ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH" LINE. 36 100 40 20 10 110 20 270 24x16 120 24 24 130 3 x24 80 1 20 90 1 A 6. HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 42 115 48 23 11 125 24 300 16 40 AUTOMOBILE SERVICE --r52 25 12 140 30 340 3 Dx20 150 12<LESS F.O. 48 125 Z 9 STATION W/ MUNOR 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 3 3x30 80 30 30 140 Z SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH 3 3x24 150 24 80 20 50 INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD w Z MOTIVE 4 2x36 80 16< LESS F.O. AUTO" ONLY BE SNUG TIGHT.THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE 42x3O 1 150 1 36 36 180 w AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE Z Cr 30 120 w < AT THE BELL RESULTING IN A SERVICE OUTAGE. 48x42 80 Z SERVICE 24 50 C9 U) 0 48x36 150 20<LESS F.O. LU 42 42 220 36 160 30 80 24 40 20<LESS F.O. 48 48 250 PVC PIPE RESTRAINT JOINT SCHEDULE 42 180 36 90 JANUARY 2015 PLATE S-38A 30 40 1 124< LESS I F.O. Co CO Z Z F.O. FITTING ONLY ANGLE OF DIRECTION CHANGE �j L) 6i w wx 0 a w HORIZONTAL BEND w LL CY) L E 0 E 0 TEE BOLT TEE BOLT 0� C MP1 CL PLAIN END P.V.C. 0- RING -em 0 M.J. D.I. FITTINGS < PLAIN END P.V.C. BELL Jt. P.V.C. E3 E w E DEAD END 0 co U) < E 2=z�=—j� -D 0 A (.0 BELL ME U- RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT co AN UPPER BEND 0 TYPICAL PROFILE 0 TYPICAL PROFILE MECHANICAL JOINT TO PLAIN END 0 BELL JOINT TO PLAIN END ANGLE OF 450 < W/MECHANICAL RESTRAINERS W/MECHANICAL RESTRAINERS 0 SECTION DIRECTION CHANGE Uj DATE : JULY, 2015 C14 pROJECT 140. : 114001.01 L co 0 LOWER BEND < DESIeMM By : J B D F RUN 0) Fl�� IE3 q L---------I -Lr U) SCALE AS NOTED ANGLE OF 45' Li C\j DIRECTION CH N E C: (D < 0 REDUCER MECHANICAL JOINT SLEEVES Z I-- Ift Date RevWw w VERTICAL OFFSET PROFILE C) Lli 0 w - 0 NO. OF TIE RODS REQUIRED Z 41 -W TIE RODS LU ct ry F-- 0 Uj 3" - 8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT (3/4" ROD) 0 U) Z BRANCH Z 10"- 12" DIAMETER MAIN -4 TIE RODS REQUIRED PER JOINT (3/4" ROD) Uj Uj 0 14"- 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT (3/4" ROD) W Lij U) U) 18" -20" DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT (3/4" ROD) L U) L L < 0 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD) w CK w ...) < 30"- 36" DIAMETER MAIN - 14 TIF RODS REQUIRED PER JOINT (V ROD) w < 42" -48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) LL PLUG TEE ROD) 54" DIAMETER MAIN - 18 TI E RODS REQUIRED PER JOINT (1 1/4 co Z 1 0 < 1-� U) -Ln DEAD — END THRUST COLLAR ANCHOR 0 41 TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE AS PER THRUST BLOCK DETAIL(W-38). SEE DETAILS W-36 &W-37. RUN < NOTES: VALVE 7M MAWM NOT FlIELEASM FOR OONSTRUCTM UNLESS 80 NOTM 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL AWVE BE A TOTAL DISTANCE OF 6 FEET(MIN.).THE PROJECT ENGINEER CAN INCREASE THIS LENGTH TO GENERAL NOTE: REDUCE THE NUMBER OF RESTRAINS REQUIRED. ANY CHANGES TO THIS TABLE MUST BE�SUMMITTED TO JEA FOR APPROVAL. SHEET TIlTLE 1. PAY ITEM" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS, 2. PAY ITEM DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. 2. PAY ITEM " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNITPRICE BID FOR FITTING OR VALVE. 0 LU < 3. PAY ITEM DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. N JEA— C) 3. N-61* INDICATES DIRECTION OF THRUST FORCE. 0 Z < D CO Z < SANITARY Ld < ED MECHANICAL RESTRAINT DETAILS I MECHANICAL RESTRAINT DETAILS 11 d SEWER DETAILS Z Z JANUARY 2015 PLATE S-38C JANUARY 2015 PLATE S-38D 0 Cr < < a_ 0 U) __j U) d 0 Z 10 W Z w Z < w U) ., L C7.10 2: � U) 0. 7 0 "0". STATE OF .7 0 Pr , p a DA -�, ,z-- SHEET DA A TM PROSSER Community-Management- Energy- Relationships 13901 Sutton Park Drive South, Suite 200 PIPE -0229 Jacksonville, Florida 32224 NOTE: yj ANGLE BETWEEN INFLUENT FORCE I MAIN AND GRAVITY EFFLUENT PIPE Office 904.739.3655 SHALL BE BETWEEN 135' - 180' UNLESS THREADED STEEL ROD W/NUTS & U) Fax 904.730.3413 Z APPROVED OTHERWISE BY JEA. MECHANICAL JOINT TEE WASHERS (TYP) LENGTH AS REQUIRED 0 ly 1 .4, 1 ly (n FORCE MAIN (INFLUENT) APPLY GROUT TO FILL ANNULAR SPACE M MECHANICAL JOINT TEE 5; www.prosserinc.com BETWEEN VALVE BOX AND CONCRETE PAD ROUTE LOCATE WIRE IN LU PNNT COVER AND INSIDE OF BOX GREEN VALVE BOX(SEE S-49) Florida Certificate of Authorization 24" ROUND PRECAST CONCRETE �01 Number: 00004050 FORM CONCRETE CHANNELS COMPACTED EARTH (TYP) PAD 4"THICK(SEE SPEC)SET ON TO FORM EASY FLOW CURVES SEW COMPACTED EARTH, (SEE NOTE#6) MECHANICAL JOINT VALVE VALVE BOX ADJUSTMENT (SEE NOTE#5) 90'THREADED FINISHED GRADE EYE BOLTS W/NUTS FLOW FLOW STUB OUT LENGTH SHALL VALVE BOX&COVER(TYP) BE 20 L.F.(MIN.)WITH PROVIDE GREEN PAINT TO JOINT RESTRAINT ) 0 0 THE INSIDE OF THE TOP SEC 'TION PIPE BELL RE GRAVITY INFLUENT OF THE BOX(NOTE#5) GRAVITY EFFLU 11."1�1." � I- .i.. , THREADED STEEL ROD ELECTRONIC LOCATE BALL MARKER -0 6" PVC RISER PIPE C'4 O� 0 LC UENT (LENGTH AS REQUIREE :D LOCATED WITHIN 12" FROM W/NUT & LOCK SOCKET CLAMP WITH SOCKET CLAMP ca WASHERS (TYP) PROVIDE "V" CUT IN TO� OF 6" RISER PIPE (NOTE#10) (LENGTH AS REQUIRED), WASHERS (TYP.) RISER PIPE FOR LOCATE WIRE GATE VALVE W/2" OPERATING ACCESS INTO VALVE BOX NUT (NOTE#4) PLUG ANCHOR STRAP C; PLAN Z (d 6 4 C6 PLASTIC DEBRIS SHIELD REQUIRED PIPE W/LOCATING WIRE 0 MECHANICAL JOINT PL GATE VALVE (4" MIN) ON ALL VALVES 12"AND SMALLER LOCATE WIRE (TO BOX) I MANHOLE FRAME&COVER--\ REQUIRED PRIOR TO DRO (SEE NOTE#8) A d M (SEE NOTE#2) AUTO" fiOBILE SERVICE Z I A FINISHED GRADE 71- X Z GROUT 7w,��77,�,7" 0 STATION W/ MINOR RESTRAINED MECHANIC PLAN Z AUTOMOTIVE STONE (REQUIRED FOR 0 w UNDISTURBED EARTH VALVES 20"AND LARGER, Z of < Z in SERVICE (NOTE#7) (9 121f Fn 0 NOTES: 1. FOR UNPAVED LOCATIONS,A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH SECTION v'A-Avv GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED NOTES: OTHERWISE. PROVIDE NEW FLOW 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED. 2� LOCATING WIRE IS RE INTERIOR SPECIALTY 7 LINER(PROTECTIVE 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. COATING)AS 3. A"V"CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES.THE"V"CUT IS TO BE LU I 'A I PAINTED GREEN. Z Z Uj SPECIFIED IN 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: Cc) U) LU 3"-8" DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4"ROD) w < I SECTION 446 45- BEND (TYP) 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12"MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND 10"- 12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4" ROD) THE TOP OF THE VALVE OPERATING NUT.OUTSIDE OF PAVED AREAS(GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 14"- 16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4" ROD) PVC PIPE (4" MIN) 6"MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING -20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4"ROD) 18" NUT/STEM EXTENSION SHALL BE PROVIDED(WHERE APPLICABLE)SO THAT THE OPERATING NUT WILL BE NO MORE 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(3/4"ROD) E E THAN 30 INCHES BELOW FINISHED GRADE. U) 30"-36" DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(I" ROD) >% 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) 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 61,PVC RISER PIPE FOR LOCATE WIRE 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) rf:l ACCESS INTO VALVE BOX.THE LOCATE WIRES WITH A 12" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE.THE STUB E WITH A WIRE NUT. OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.) E 0 DROP FM PIPING TO CROWN OF 6. BRASS IDENTIFICATION TAG INDICATING "SEWER",VALVE SIZE, DIRECTION AND TURNS TO OPEN&VALVE TYPE. WHERE POSSIBLE. 0 GRAVITY EFFLUENT PIPE-AS SHOWN PROVIDE A/4"HOLE IN BRASSTAG 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. PLUGGED DEAD END USING E t 0 REFER TO S-1 5 DETAIL 7. IN LIEU OF PRECAST CONCRETE PAD,A 6"THICK X 24"(ROUND OR SQUARE)POURED CONCRETE PAD W/2-#4 REBAR (0 MECHANICAL RESTRAINTS (D AROUND PERIMETER, MAY BE USED. 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20"AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" JANUARY 2015 PLATE S-44 Im UNDER THE VALVE UP TO Y3THE OVERALL HEIGHT OF THE VALVE. SECTION 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE - CD C14 OPERATING NUT.THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE DATE JULY, 2015 x \yx\�;�\ >o�\\ C4 INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. �\71�1,77\1��5_\731 e/ /e/ TYPICAL FORCE MAIN CONNECTION TO MANHOLE PRMIECT No. : 114001.01 41 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA, COLOR CODED BALL 0 JANUARY 2015 PLATE S-1 8 MARKER(3M-1404XR FOR SEWER). CONNECT WIRE TOGETHER DE&AWW By : JBD 4"OR LARGER SEWER VALVE DETAIL WITH ELECTRICAL WIRE NUT. DRAWN Sy : D PT Or) PROVIDE 12" PIG TAIL BRANCH FORCE MAIN JAN UARY 2015 PLATE S-30 BOX ACCESS (SEE NOTE#1) U) SCALE AS NOTED 0 SEE PLATE S-49A LOCATE WIRE BOX UTILIZING VALVE BOX LOCATE WIRE BOX UTILIZING CO-POLYMER METER BOX LOCATE WIRE No. Date RovkAw VALVE BOX W/VALVE (CONNECT WIRES TOGETHER WITH SEE PLATE S-49B LOCATE WIRE BOX WIRE NUT) (SEE NOTE#8) DUCT TAPE OR ZIPPER TYPE FORCE MAIN LIJ UTILIZING VALVE PLASTIC TIE STRAPS 0 LOCATE WIRE SHALL PLATE S-49B < C]" -0 BOX W/VALVE SEE BOX ACCESS (SEE NOTE#2) n BRANCH VALVE BOX OR LOCATE Z TERMINATE IN G_ BOX REQUIRED (SEE NOTE#1) "V" CUT IN 6" PVC PIPE RISER 9 LOCATE WIRE BOX DUCT TAPE OR IG ZIPPER TYPE w PLASTIC TIES 6" PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN W U) DEAD END LOCATING WIRE LOCATE WIRE BOX UTILIZING VALVE BOX ........................................." FORCE MAIN PLUGGED WAT R MAIN I O' MAX w SPACING INSTALL CO-POLYMER METER BOX WITH Z 475' MAX(NOTE4) 475' MA,11�_LN�E4�) HEAVY-DUTY IRON LID (PAINT TOP OF LID) (POSITION BOX PARALLEL WITH MAIN) U) "X X LOCATE WIRE SYSTEM x SECURE WIRE TO PIPE �A ITH J 4_1 a) 0 DUCT TAPE OR ZIPPER TEE OR SADDLE NOTES: TYPE PLASTIC TIE STRAPS CONNECT WIRES TOGETHER WITH < PROVIDE 3"THICK ELECTRICAL WIRE NUT. (PROVIDE THIIS DRAWM NOT RELEASED FOR Ld 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC(PRESSURE 4"AND LARGER BRANCH MAIN GRAVEL BOTTOM 12" LONG PIGTAIL ENDS) CONSTRUCTM UNLESS 80 NOTED MAINS).LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL(HDPE)POLY MAIN PIPING(1:00 OR 11:00 POSITION, IF POSSIBLE). AWVE Z 2" PVC RISER PIPE--""""""" LIJ 2. SECURE LOCATING WIRE TO PVC FORCE MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM LOCATING WIRE (ROUTED IN PIPE) BRANCH FORCE MAIN SHEET TIITLE 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 (4"AND LARGER SEWER MAIN) DUCT TAPE OR ZIPPER TYPE- -FORCE MAIN PAVEMENT AREAS,TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA. PLASTIC TIE STRAPS NOTE: 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX(WITH A VALVE)OR A METER BOX(IF NO VALVE)AT 476 JEA 0 INTERVALS.SEE DETAIL PLATE S-49B.WIRE CONNECTIONS BELOW GROUND(OUTSIDE OF A BOX)SHALL BE AVOIDED. 1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. Z Z) U) Z < SANITARY 5. LOCATING WIRE SHALL BE 12 GAUGE COPPER WIRE WITH .03 INCHES(MINUMUM)HDPE INSULATION THICKNESS,0.141 INCHES 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6" PVC RISER PIPE SECTION (SEE S-30). LLJ (MINIMUN)O.D. RATED BREAK LOAD 250LBS., UF RATED(DIRECT BURIAL),GREEN COLOR. FOR HDD INSTALLATIONS,THE LOCATE WIRE < C5 SHALL BE COPPER CODED STEEL AS SPECIFIED IN SPEC.SECTION 750. LOCATE WIRE BOX UTILIZING METER BOX Z SEWER DETAILS 6i C) _j 6. INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. NOTES: OW Z a- 0 (n 7. INDICATES A WIRE PIG-TAIL(12"LONG) LOCATE WIRE FOR BRANCH MAIN 1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A"V"CUT IN THE 6"PVC RISER PIPE(SEE S-30). 8. AN"LW'L0CATrEjffjFR0H Cl) 0 ]UN'V01!Z FORCE JANUARY 2015 PLATE S-49A 0 Z rz LU z L0 LO LOCATE WIRE BOX <( MAINS U) w 0 -r U) C7.11 JANUARY 2015 PLATE S-49B Z PLATE S-49 FD JANUARY 2015 'o TATE OF A 0 AN Pzr-. < 0 JL "S H E E T NO. DATE,, ,Itl L TM PROSSER Community-Management- Energy- Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 BINDING WIRE STAKED AND ENTRENCHED www.prosserinc.com NOTES: OR TWINE STRAW BALE 48"MIN.METAL FENCE POSTS DRIVEN 1. EXCAVATE THE TRENCH COMPACTED SOIL TO Florida Certificate of Authorization WOVEN WIRE FENCE INTO GROUND A MIN.OF Z-O" GRAVEL(12"MIN. DEPTH) 2.PLACE AND STAKE STRAW BALES PREVENT PIPING (MIN.14 GAUGE;6"MAX. 1010C 3.WEDGE LOOSE STRAW BETWEEN BALES Number: 00004050 MESH SPACING) FILTER CLOTH(MIRAFI,POLYFILTER X 18"MIN. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Z:z_- WAX-) OR APPROVED EQUAL) RUNOFF WATER SEDIMENT LADEN RUNOFF W/SEDIMENTS FILTERED RUNOFF < ZE SEDIMENT &� 'D 00, 01- Wll/ FILTERCLOTH T: TRENCH LL 2 VA VA R !"K CONSTRUCT, BACKFILL TRENCH WITH EARTH AFTER PLACING AA AR =A AA FILTER CLOTH 4. FILTERED WATER WIRE MESH CONSTRUCTION SPECIFICATIONS 6"MINIMUM GATEI 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A SPACED EVERY 24"x 24". B 2"-3"STONE MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT OF PROPOSED ENTRANCE CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. SPECIFIC APPLICATION DRIVE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN AUTOMAOBILE SERVICE FUNCTIONAL CONDITION. THIS METHOD OF INLE F PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION ARE EXPECTED,BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE POINTS'A'SHOULD BE HIGHER THAN POINT'B' IL 9 AO% INCONVENIENCE OR I AMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. STATION W/ MINuR WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY AUTOMAOTIVE r%A P IL LE 13 AFMr% FILTER FENCE GRAVEL & WIRIE MEEM11-11 DRO NUT SEDIMENT FILTER STRAW BA CONS.TRUC.'"110N ENTRANCE DETAIL SERVICE DROP INLET W/GRATE -DROP INLET W/GRATE EROSION AND SEDIMENT CONTROL NOTES 13 13 C1 / 13 0 M 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs not reusable on-site and assuring plan alignment and grade in made as needed. 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 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 not erode. 1 Additional Protection-On-site protection must be 13 11 n 13 provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, ............... specifications and St.Johns River Water Management District 4. Contractor shall ensure that all drainage structures,pipes, Permit. STAKES FILTERED etc.,are cleaned out and working properly at time of -STRAW BALES STAKED acceptance. 24. For additional information on sediment and erosion control 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 COMPACTE SOIL STAKED extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation(FDER),Chapter 6. RUNOFF WATER TO PREVENT PIPING STRAW BALE structure. Hardware cloth or comparable wire mesh with 1/2- W/SEDIMENTS FILTERED inch openings shall be used. If more than one strip of mesh 25. Erosion and sediment control barriers shall be placed adjacent rn is necessary,the strips shall be overlapped. to all wetland areas where there is potential for downstream I Jim :41$m RUNOF F WATER WATER water quality degradation. See detail sheet for typical W/SED MENTS 1"14 1 W4 6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction. as indicated on detail. The depth of stone shall be at ..... least 12 inches over the entire inlet openin J. 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 cover is established. all sides. DATE JULY, 2015 BURIED BURLAP FABRIC OP INLET 27. Sod shall be placed in areas which may require immediate E I L I V-51 I 1 11 W/GRATE 7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and pROUECT No. ; 114001.01 0 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 DESK�IIIM By : JBD 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 MAWN By : DPT 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. the bales. AS NOTED 0 (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 29. Dewatering pumps shall not exceed the capacity of that which SCAUE C14 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. Na Date Rovkkm 4_1 INLETS RECEII/ING CONCENTRATED FLOWS,SUCH AS IN STREET OR HIGHWAY MEDIANS. 0 10. The filter barrier shall be entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction,silt 0 trench shall be excavated around the inlet and width of a bale screens,hay bales and grassing. All fill slopes 4H:1V or BLN:LAP DROP INLET SEDIMENT FILTER A I oft OP I IIIII,MET SEDIIIL A to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. 01 STRAW 13ALE DR ML MENT FILTER the excavated soil shall be backfilled and compacted against 3: the filter barrier. 31. All dewatering,erosion,and sediment control to remain in place FLOW after completion of construction and be removed only when 11. Each bale shall be securely anchored and held in place by at areas have been stabilized. FLOW �I�� 5��_ N least two stakes or rebars driven through the bale. Ld LJ Z 32. This plan indicates the minimum erosion and sediment control 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is A' from entering between bales. responsible for meeting all applicable rules,regulations and Z < water quality guidelines and may need to install additional V) 13. Close attention shall be paid to the repair of damaged bales, controls. end runs and undercutting beneath bales. FLOW 33. All excavations and earthwork shall be done in a manner to 0 FLOW�� Z 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 and sumps. The Contractor shall be responsible for the (D 15. Sediment deposits should be removed after each rainfall. They prevention,correction,control and abatement of erosion and FOUR I-FOOT WIDE STRIPS OF SOD must be removed when the level of deposition reaches water pollution in accordance with Chapter 17-3, Florida SEDWENT-LADEN RUNOFF AS DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximately one-half the height of the barrier. Administrative Code. THM MAV" NOT F91EAESED FOR 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 CONSTRUCTIM MEW 80 NOTM Z RUNOFF WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by AWVE Ld ry W/SEDIMENTS TERED WATER raising channel bottoms and/or clogging outfall culverts. the existing grade, prepared and seeded. ry H-III- T ME 0 17. Silt fences,straw bale barriers and filter barriers shall be inspected 35. The Contractor shall pay for any water quality control M SL immediately after each rainfall and at least daily during prolonged v o at ons rorn any agency t at resu IS in nes Fif- rainfall. Any required repairs shall be made immediately. assessed to the owner because of the Contractor's failure to AND II :El =lll=11111T:,4, ERO 1-4 N < eliminate turbid runoff from leaving the site and raising %910 STORM WATER WITH EEP OL background levels. I-, .....q 18. Should the fabric on a silt fence or filter barrier decompose 17 LARGER PARTICLES FOR M"E N T LARGER PARTICLES or be c*ome ineffective prior to the end of the expected usable SEDI REMOVED EWATERI < SETTLE OUT life and the barrier still be necessary,the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, Ld DRAIN INLET replaced promptly. including any applicable NPIDES permits. M SPECIFIC APPLICATION CONTROL 19. Any sediment deposits remaining in place after the silt fence U HE 11 III-_ 11111 1 I-_ or filter barrier is not longer required shall be dressed to THIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF conform with the existing grade,prepared and seeded. DETAIL% _J SPECIFIC APPLICATION PERMANENT SEEDING,TO PROTECT THE INLET FROM SEDIMENT AND MULCH I- < 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 @ Permit for certain Stromwater discharges.This NPDES program requires that if the magitude of construction sctivities covered by the WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. general permit are above certain thresholds,then a Storm Water Pollution Prevention PLan(SWPPP)is required.Also involved are certain LLJ 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 0 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. '0`8.0 ILIN z- EXCAVATED DRW SEDIMENT TRAP `SVD DROW INLET SEDIMENT FILTER 0. 6 576 0 0 IYAVW PF'.. 8 H E E T Too TM PROSSER 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 L A Florida Certificate of Authorization S T 0 R M A T E L L U 1 0 P R E V E N T 1 0 N 0 T E S Number: 00004050 CITY'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS SITE DESCRIPTION GENERAL CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS PROJECT NAME AND LOCATION: UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED To THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED VATH SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REC04CENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE IN ACCORDANCE TO CITY STANDARD DETAJL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL POSTS. AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT THE GROUND. AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERIAL' NO EXCAVATED MATERIAL SHALL BE OWNER NAME AND ADDRESS: ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOC(PILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE 3ROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED MEN IT OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE coLL,,CnON FACILITY. ACCORDANCE NTH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. OF THE JOB. WHICHEVER COMES FIRST. MUST BE REMOVED UPON FINAL STABILIZATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES THE SYSTEM INTO OPERATION. 6. EXPOSED AREA UMITA71ON: THE SURFACE AREA OF OPEN, RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF� MANUFACTURER'S OR LOCAL PROMPTLY REPAJRED. DESCRIPTION: SOIL E)(POSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE SEQUENCE OF MAJOR ACTIVITIES: EXCAVATION AND FILLING OPERA11ONS SHALL NOT EXCEED 10 ACRES. FOLLOWED.- 0 TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: EROSION CONTROL PLAN MICH DEMONSTRATES THAT OPENING OF PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH AUTOMOBILE SERVICE SOIL DISTURBING ACTIVITIES WILL INCLUDE: ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTION. A COPY OF 'ME REPORT FORM TO BE COMPLETED BY CLEARING AND GRUBBING, EARTHWORK, PAVEMENT AND GRADING; OF S OMENTS. PETROLEUM PRODUCTS THE INSPECTOR IS ATTACHED. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND _R, UTILITIES, AND PREPARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE CURBS & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY STORM SEW 9. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL HNOR AND SEEDING. 1. INSTALL STABILIZED I STATION W/ M' LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SE OTIVE 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT DIRE(TLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND BALES AS REQUIRED 11. COMPLETE GRADING AND RUNC:F UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS WASTE MATERIALS ALED EROSION PLANS, OR STORM WATER MANAGEMENT PLANS, AUTOM"' RUNOFF CURVE NUMBERS: CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED 1. PRE-CONSTRUCTION - - SWAUES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER. THE RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS SERVICE 2. DURING CONSTRUCTION - - BASIN 12. COMPLETE FINAL PAVING 8. TEMPORARY SEEDING. AREAS OPENED By CONSTRUC71ON OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT 3. POST-CONSTRUCTION - - 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE' FERIIUZERS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPUANCE. SOILS. BASIN SEDIMENT FROM BASINS RECE]VE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS SEE SOIL BORING REPORT FOR SO4LS DATA 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WILL MO WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND SITE MAPS: GRUBBING ACTIVITY IS COMPLETE AND THE COVEJ� DURING THE SEASON IN MICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL. NOTICES STA71NG THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCT10N SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. AREAS OF SOILS. DISTURBANCE. LOCATION OF SURFACE WATERS, WETLANDS, 7. PERFORM PREUMINARY GRADING TEMPORARY DIVERSION CONSTRUC11ON SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD 9. TEMPORARY SEEDING AND MULCHING. SLOPES STEEPER THAN 6:1 THAT THE DAY-TO-DAY SITE OPERATIONS. WILL BE RESPONSIBLE FOR PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE AND STORM WATER DISCHARGE POINTS. FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SEALABLE PLASTIC BIN TO AVOID SPILLS. SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF STABILIZE DENUDED AREAS AND AS REQUIRED SHALL. ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES SEEING THAT THESE PROCEDURES ARE FOLLOWED. RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS STOCKPILES AS SOON AS PAJNTS SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PRACTICABLE LOOSE: MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD PERMANENT STABILIZATION. HAZARDOUS WASTE REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER. 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING SITE AREA. SHALL, BE ROLLO AND WATERED OR HYDROMIULCHED, OR OTHER ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. NON-STORM WATER DISCHARGES 1. TOTAL AREA OF SITE - - Ac. TIMING OF CONTROLS/MEASURES SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS 2. TOTAL AREA TO BE DISTURBED Ac. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER NAME OF RECEIVING WATERS: PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE DISCHARGES WILL OCCUR FROM THE SITE DURING THE AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT FOR FERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. MANAGES DAY-TO-DAY SITE OPERAT1ONS.WIU_ BE RESPONSIBLE FOR CONSTRUCTION PERIOD: CONTROLS BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER FROM WATER LINE FLUSHING OTHER PORTIONS OF THE SIT- STABILIZATION MEASURES SHALL BE TEMPC RARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL INITIATED AS SOON AS PRAC71CAL IN PORTIO NS OF THE SITE WHERE IN ADD11ION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY PERCE 4T GOOD GRASS COVER. THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SEC71ONS OF THIS PLAN. THE TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). ADDIT!)NAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGET�TIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA. THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE TO INSTALL AND MAJNTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING NTH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAJNTE 4ANCE: ALL FEATURES OF THE PROJECT DESIGNED AND REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE. STATE AND LOCAL LAWS. REFER TO *CONTRACTORS RESPONSIBILITY* FOR A AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION So AS To OFFSITE VEHICLE TRACKING CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE NTH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE STORM WATER MANAGEMENT 13. PERMA14ENT EROSION CONTROL.: THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WLL BE KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLUJITANT STORM WATER DRAINAGE WILL BE PROVIDED BY(DESRIPTION:) COABMS4 CONTROLS THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD. DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL OFFS17` FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED NTH A DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT FOR THE PROJECT. AREAS MICH ARE NOT TO BE CONSTRUCTED ON. BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TARPAULIN. INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS. RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED NTH WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL 14. PERMAI ENT SEEDING. ALL AREAS WHICH HAVE BEEN DISTURBED BY GLOVES, GOGGLES. UQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL). INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED COMPLETE- MEN CONSTRUCTION IS COMPLETE. A TOTAL OF - ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONST tUICTION WILL, AS A MINIMUM. BE SEEDED. THE SEEDING MIX MUST SAND. SAWDUST. AND PLAS71C AND METAL TRASH CONTAINERS SPECIFICALLY AS PART OF THIS CERTIFICATION. HAVE BEEN REGRADED, PROVI[E BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL FOR THIS PURPOSE. - ACRES LEFT UNDISTURBED. THE SITE DISCHARGES CONTROLS ARE PROPERLY INSTALLED . MAINTAINED AND FUNCTIONING PROPERLY INVENTORY FOR POLLUTION PREVENTION PLAN TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. VEGETATION. SLOPES STEEPER THAN 4.1 SHALL BE SEEDED AND MULCHED WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN OR SOODED. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. E DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A -DAY ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRAC110ES THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE 0 MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES, AS REQUIRED.TO ENSURE THE SITE MEETS ALL FEDERAI, STATE AND PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL DATE JULY, 2015 Q) WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE. TEMPORARY DIVERSION DIKES MAY BE TYPE OF DEVELOPMENT AT THE 71ME OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. Ej Concrete 0 Fertilizers Wood CONTACT NTH A HAZARDOUS SUBSTANCE. PFJO�ECT No. : 114001.01 REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND I" SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. El Asphalt El Petroleum Based Products El Masonry Blocks TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE DESIGNM By : J B D E] Tor F-1 Cleaning Solvents Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE LO TIMING OF CONTROLS/MEASURES SITE BY THE REGULATORY AGENCIES. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ElDetergents [:1 Paints El Metal Studs SIZE OF THE SPILL. AN DF AINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF MAVM By : QPT 0 REFER TO " CONTRACTORS RESPONSIBIUTY' FOR THE 'TIMING OF EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA. 171 El M CONTROL/MEASURES. STABILIZATION PRACTICES THE MLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO P f2 cl� PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP Fa 1 0 SCAIE AS NOTED - 1. HAY BALE BARRIER; HAY BALE BARRIERS CAN BE USED BELOW INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL. MAT 41 CERTIFICATION OF COMPLIANCE WITH DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE DIKE: MATERIAL MANAGEMENT PRACTICES CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. FEDERAL, STATE AND LOCAL REGULATIONS FOLLOWING UMITA71ONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS Na Date Rovk*m 0 IN ACCORDANCE WITH FEDERAL. STATE AND LOCAL LAWS RELATED TO STORM A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. APDUCABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE 01 WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING 8. IN MINOR SWALES OR DITCH LINES MERE THE MAXIMUM CAPACITY IS NECESSARY To PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 0) CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. TH17 STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO 3: PERMITS HAVE BEEN OBTAINED. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. CU tB INLET SEDIMENT FILTER. AND D-904 FOR CONSTRUC71ON OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING, THESE _1� D.E.R. DREDGE/FILL PERMIT # D. EVERY EFFORT SHOULD BE WADE TO LIMIT THE USE OF STRAW SALE OR)P INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE V) C,O.E. DREDGE/FILL PERMIT # I-- BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL Ld S.J.R.W.M.D. M.S.S.W. PERMIT LLJ THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES H CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE P DING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ONSITE. POLLUTION PREVENTION PLAN CERTIFICATION AGAINST WASHOUT. IN VENTENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO E kVY 4 ON REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY AR.AS. REFER TO D-903 FOR CONSTRUC11ON OF CURB INLET & DROP DO THE JOB. IM < I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL BALE BARRIER. ALSO REFER TO D-901. D-911 AND D-12 FOR PROPER I ENT TRAP. MAI NTENANCE/INSPECTION PROCEDURES ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN LOCATION, MATERIAL & USAGE, C. DR INLET SEDIMENT TRAP - THIS PROTEC71ON IS APPLICABLE WHERE ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE. UNDER A ACCORDANCE NTH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW V SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD ROOF OR OTHER ENCLOSURE. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES 0 PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION NTH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRAC710ES THAT WILL BE 71 SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAJNERS WITH THE - MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. C STRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL 0 GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME 1_� BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 0 CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND VI 0 AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAJL D-910 FOR PROPER CONSTRUCTION PAYED CHANNEL SEC71ONS WHERE THE FLOW COULD CAUSE EROSION * SUBSTANCES WLL NOT BE MIXED NTH ONE ANOTHER UNLESS ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT. R 6 INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDI ENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR KNOWING VIOLATIONS. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND L F 3. BRUSH BARRIER NTH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHA RING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. Z BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE DISPOSING OF THE CONTAJNER. TM MAWM NOT R&EASM FOR Ljj * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 0� SIGNED: ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMEI IT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF CONSTPLIC111ON LUESS 80 NOTM 0� LOCATINS THAT SERVE AN AREA NTH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL ABOVE CITY ENGINEER 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED. REPORT. FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE DATED: BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE MEN IT HAS 0 GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS THIS PRACTICE SEDIME4T BASINS MUST PROVIDE A MINIMUM OF 3.600 CUBIC FEET OF * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. wimT 7Tnj-= < APPLIES ONLY IN THOSE SITUATIONS WERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL _F STORmWATER Ilk it POLLUTION PREVENTION < < PLAN Ld < C 9.0 0 2,6 &iTbJI RE" R11 I IL T, -A TM PROSSER 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 Z LL- :D 0 0 0 w 0 M 0 M Z 0 Z W w 0 0 EE f5 W 0 Z = 0 C) w V) w < V) 0 LLJ 0 L;j 63 w w (;I w 0 0 LL- 0 LL. w V) P-� w M -i Z M 0 0 w (D 0 Z :2 Z w Z Z Z Z 0 Z C) Z 0 0 0 90 (L (L w N V) ('L M Z Z Z U� $� :3 -J W 0 F- 0 0 w 0 0 0 Y q w P Z 0 Z F= a. w F- ,- Z 0 AUTOMOBILE SERVICE W o < a Z LL. (n < Z 0 (A LLI 0 LLY 0 V5 V) L4 V) V) 0 -i < 5; r' F= (A LL- Z W 0 < 0� Ld W < Z M Z w 0 14- 0 0- (.) C) Ld M 0 rn STATION W/ MINOR (L Z Z S2 F- F= L- < LL. Z 0- Q X V) Z 0 0 Z D 0 0 w 0 LL� < Z Z 0 Ld W 0 -01 V) 0 Z 0 LL. LJ CL F= w a. 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Lj- w w W Z 0 <0 LL-0 F Z �:: ZOZZ 0 w < 0 Z w (n w<< DESKWW By : JBQ w 0 W V) M LL- V) <2 Of a. >.W DRAWN By : DIRT w Uj Z w V) M Z w<�!Z 0 -j Ln 0 w 0 0 0 a.w< SCALE AS NOTED w 0 LL- LL- -i CD L4 w w Z O�IL C14 in M w Z M 0 W LU D < Fn 0 w w w U- -r cl� 0 W LL- Z w 0 0 Na Date Revimm Z M M Z F<- < U- jE LLJ < 0 cn 0 Q.. 0� -i Z Z 4-1 LL- (L LL- 0 LLj 0 F5wZ0 (L C14 X F- Ld F- (5 a�<w L) 0 Z C-) < Ld W V) CL F- w F- Z W Z w LL- Z w Z 0 V) 0 0 Z LLI < -wo w w Z 0 0 < < C3 0 P 0- LLJ Z F P (L w w LLJ a Lij q < 0 Y Z Uj Uj w CL Z = N Z < U) F5 F-Ld> LL- LLJ < w =nwo 0 0 w -j LLj LLJ Ld M V) V) Z Ld -j>-M M R (n Z w w < L'j LLJ LLJ Z Z) W 0 Z w M of 0 Z — F- V) qt Z Vi Z 0 LLJ Z 000 X (L Z < Lo Z < V) U- < < < 0 < LL- E Q- LLJ D w 0 P < U) 04 z z di w Z Z 0 M 0 0 w M LIJ 0 Z D Z LLJ L.Li 0 M LLJ — W 0- < Z L) P Z Z 0 �Y: w 0 P Z LL 0 Lj- Z w 7C LLI L) Ld IL)<:2 w in Z 0 (n 3:0 LA 0 0 Z 0 < of :2 < X M < 0 Ld Ld 0 w 0 Z W Ld w a_ C) 0 a is 0 P CL < Z jR w U) 0 CD V) w w Z V) 0 a D 00 < CL R Cr Lj w < �! w M V) F- Ld <�-I-M w Z in, F- 1*4 K V) Ljj F<- Z Li �! . V) D Z 0 V) 0 :E < Z < 0 P M w < Z Z (4f)M< 0 H- L. F= LA M 0 w V) < 0 C) Ld 0 Z Q La"Z Z M (-) LLI Z 0 w < im 0 M w LA — < Ld w (L M V) w Z !� a 0 0 Lj(1.0 (L M w Z M (n LL. < -j w 0 :E Z J=a 6 V) :2 t-—<W R in z o Z a: V) 0 V) Z 0 < < w V) cn:2 S2 V) — 0 M Li-W 0 w < F=0 M 0- (n V) 0Z cn wo:VD) THO DRAWM NOT FELEASED FOR Z w w 0 < CD 0 0 CONSTRUCTION UNLESS 80 NOTED r- U- D Z < Z a c ABOVE ZZ < U- w w F- 0 ry w w 0 iY- Z w F- w w w M M w w (Y < Z Z 0 0 Z D SHEET 7TnE < 0 D 0 a D 0 w Uj W A < Z ix Z M w 0 < w w V) Z 0 M < a. (f) W LLI < w STORM ATER P < V) CK Ld w :2 Y 0 Ld 0 0 w M L) 0 LJ LL. M w w 0 0 0 F- V) Zn 0 < Ld < Ld POLLUTION < 0 Z (f) M co Z w a w < Z w w -1 a �<- w Z - - (L Ld w w Z � V) 7) iE 1� Z (L a_ (L (L 0 w w w 0 V) (n X Z M Z M w < Z Z P F 104'E V EN T 10'a N PLAN—CON T R A C TO R"S < CERTIFICATION @ (D 00 Ulu FD 0, 6'576 0 4ifDOM PA 8 H E E T �Ko ANCH13R SYSTEM I TRUNK WRAPPED W/20 LAYERS ANNE B S PINE OR STEEL U TPA OF URLAP UNDER WOOD PADS PX02 -CH L FENCE T ANCH13R STAKE (]ME 13N EACH SIDE [IF METAL STRAP SECURED WITH TWINE ROOTBALL Q OR 2 PER TREE) (3) 2 X4'XI9' WOOD PAD SECURED SHRUB INGLE OR MULTI-TRUNKED TREE 91 W/ MAL STRAPS - ATER BAG IF NO AUTOMATIC IRRIGATION TRUNK WRAPPED W/20 LAYERS OF BURLAP DO NOT PENETRATE NAILS PROSSER METAL STRAP UNDER WOOD PADS SECURED WITH TWINE 9. INTO TRUNK F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & PTIONAL TEMP. MULCH DAM 3/4' STRAP THROUGH 3/4' WIR ALL NYLON STRING, STRAPS, & PLASTIC WRAP ROUTBALL Community-Management- Energy- Relationships 2'X4'XIS' W130D PAD SECURED AROUND ROOTBAL (NO SOIL) CINCH BUCKLE TENSIONED DOD SCREW TREE TRUNK 9. W/ METAL STRAPS 2'X4' WOOD BRACE NAILED TO TIGHT OVER 2X4 WOOD TOP OF ROOTBALL 2' MULCH BOARD (LENGTH EQUAL TO PTIONAL TEMP, MULCH DAM 9. DO NOT PENETRATE NAILS PAD AND STAKE Q EA. PALM) ABOVE BACKFILL7__'- SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER) AROUND ROOTBAL (NO SOIL) INTO TRUNCK S 3' TEMPORARY BERM OR STOCKPILED LIMEROCK FREE TOPSOIL) TOP OF ROOTBALL 2' MULCH Jacksonville, Florida 32224-0229 3' MULCH TO BE PLACED ABOVE BACKFILL SOIL MIX 0/4 SOIL CONDITIONER & 3/4 YELLOW SAND 2'X4' WOOD BRA OR STOCKPILED LIMEROCK FREE TOPSOIL) CE NAILED TO - V BELOW GRADE EXISTING LIMEROCK-FREE SOIL OR PAD AND STAKE Q EA. PALM) 12"' 2'X4'X30- WOOD STAKE YELLOW SAND (COMPACTED) . ...... .. I - Office 904.739.3655 < XISTING LIMEROCK-FREE SOIL OR 3' MULCH ? 4. , > 8 EQUALLY SPACED VERTICAL SPLICES Fax 904.730.3413 TO BE PLACED 1' BELOW GRADE 12' SOIL MIX - M YELLOW SAND (COMPACTED) IF ROOTBALL IS CONTAINER GROWN 8 EQUALLY SPACED VERTICAL SPLICES 3' TEMPORARY BERM IEr YARD SAND IF ROOTBALL IS CONTAINER GROWN "9""1)fql�e�'er_721 1 11 3/4�WIDE P13LYESTER STRAP - EDGE [IF TREE PIT 3/4' WIDE POLYESTER STRAP 2 - 2X2 PINE OR STEEL U-CHANNEL FENCE WIT TOGGLE ANCHOR www.prosserinc.com COMPACTED BACKFILL WITH BLACK PLASTIC TENSHN STRAPPING OVER I DST ANCHOR STAKE (ONE ON EACH SIDE OF E'X4'X30' WOOD STAKE F OR METAL TOGGLE - 2 OR 2X4 BOARD (I OR 2 PER TRED AV ROOTBALL (ANCHOR SYSTEM 1) 4 PER TREE Florida Certificate of Authorization X BALL DI, ERJ (ANCHOR SYSTEM 2) Number: 00004050 12' A3 SAND/COMPOST MIXTURE [_,,OTBALL DIAMET U BED WIDTH VARIES(TYP.8') BALL 2 X BALL DIAMETER REE TRUNK C13MPACTED EXIST, SOIL-BACKFILL WIDTH VARIES CrYP&) TREE PLANTING DETAIL ft PALM TREE PLANTING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE NOT TO SCALE PLANTING NOTES NOT TO SCALE 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 17. Before fertilization a soil and/or foliar nutrient analysis shall be y site conditions and all quantities indicated on these plans before performed to determine whether phosphorus fertilizer with 30% slow commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required. All planting bed areas shall be fertilized LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. STURDIVANT AVENUE determine is substitution of materials is necessary. 18. Plant material soil shall be "native" soil that was removed from the A"I i 41' NORTH 26' NORTH 145' NORTH planting hole. If soil is badly contaminated, good quality soil shall be used A NORTH (50' ROW) 2. Soil tests shall be provided to evaluate various areas of the LL111��01,� STREET STREET STREET STREET FRONTAGE landscape (especially the parking lot islands) for pH, available as replacement after contaminated soil has been completely removed from FRONTAGE FRONTAGE J/ nutrients, phosphorus content, bulk,density, etc. This will serve planting area. FRONTAGE ........................... to ensure proper plant selection according to prevailin soil 19. After sodding is completed, the entire side areas shall be watered by ............... __S3......................... ............. ....................... hand or irrigation system each day for two weeks. After approximately one -------- ------- ....... conditions, what lime/sulphur applications are needed if any) -7 ....... ft%� Ej ? month of installation, sodded areas shall then be top dressed with a 15-0-15 L J 0i and long-term survival of plant material. -=__ _11--,-_ --,I I __.............. 3. All plant material shall be Florida Grade. No. 1 or better commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square AUTOMOBILE i7' ................ ooaawm I I I M-11 �Wl.......... feet of area in an evenly broad-case pattern. ... ....... ...... -1:10 nursery grown in accordance to Florida Grades and Standards ........ + 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading (D + handbook. SERVICE STATION 4. All plant material shall be container grown or B&B. B&B preparation for planting. Apply pre-emergent to all beds prior to planting. ""J `-2 0 PT materials shall be "hardened off" root pruned during field 21. Rough grades will be established by the owners general 3 TD-7//I WI TH MINOR contractor at approximately 3 inches below curbs, sidewalks, oduction and shall be dug at least several weeks before 3 PT pr planting is performed. hardscape amenities, mowing strips and abutments. All materials m 30" from buildings or walks. m F shall be a minumim AUTOMOTIVE SWMF 0.12Ac < 5. Plants shall be sound, healthy and vigorous, well branched and 22. CONTRACTOR shall coordinate construction of planting areas ..........I _n > densely foliated when in leaf. They shall be free of disease, I PM M 0 with installation of irrigation system SERVICE X > - insects, eggs or larvae and shall have,healthy, well developed root 0 U) 23. Where seeding may be required on the plans, germination rate Up ;00 Z --1 0 systems. They shall be free from physical da'mage or adverse ::E conditions that would prevent-thriving growth. shall be the maximum percentage required for the variety specified GATE PETROLEUM > 3 P at the rate of application specified. G) RETAIL SALES m 6. All plants shall conform to the varieties indicated in the < 24. Sod areas shall be SPECIFIED Gross. Grass for sodding plant list. 6,400 S.F. shall be freshly cut in squares one foot wide by two feet long. 7. Substitution of plant materials will not be permitted unless o'CD Sod shall be healthy, free of insects and weeds, in naturally flourishing 4 QV authorized in writing by the LANDSCAPE ARCHITECT. If proof is conditions. Dry, brown and unfresh sod will be rejected. ............. 7 7_7 submitted that any plant specified in not obtainable, a proposal 25. Sod shall be laid end to end and side to side in a staggered 13 IV 7 JP 17 J will be considered for use of the nearest equivalent size or 31VN . . . line to form a uniform layer., All uneven edges shall be squarely variety with corresponding adjustment of contract price. --5 LJT 0 41011 trimmed to allow close and firm fitting of each piece. 5 ZF 37 P 8. Plant material locations and bed outlines shall be staked or 26. After sodding is completed, the entire sod areas shall be ............... 13 ZF flagged on site by the CONTRACTOR and shall be adjusted if required watered by hand or irrigation system each day for two weeks. to fit actual as-built conditions on site and approved by the owner Sodded areas shall then be top dressed with a commercial fertilizer 4. 41 - I. c . or owners representative. + /A as directed herein at the rate of 12 pounds per 1000 square feet of 9. All proposed tree planting locations shall be staked or flagged 37 FA area in an evenly broad case pattern. 10Z DNicl 0- before installation by the LANDSCAPE ARCHITECT and approved by the C_ > owner or owners representative. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining n all plant material on site during and before planting, until the M CD 10. The CONTRACTOR shall estimate the depth of the planting hole ........... Z c) ............... by measuring the distance between the point where the topmost root work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes emerges from the trunk and the bottom of the root ball. The planting 000 c after tree is established. ;U m hole shall be slightly shallower than this distance. No more than 2 to 3 0 W I I. . . . .4. 7 __77_7�1 ................ 28, All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to inches of the root ball needs to be above the soil unless the site is be healthy plants and in flourishing condition of active growth for M ;a 4; 4 poorly drained. Poorly drained soil requires planting depths even or All trees ninety (90) days from final inspection and acceptance. ........... higher. Planting holes dug too deep are required to have soil added to A shall be guaranteed an additional one year from final inspection I=RY SWCCO AM WOW FRAME the bottom and loosely compacted. If planting holes should fill with 10 "F�&40 and acceptance. 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 29. The LANDSCAPE ARCHITECT, owner or owners representative shall be at least 1.5 times the diameter of the root ball. Wider holes shall have the right to reject any and all work which in his opinion does Q be used for compacted soil and wet sites. ............ ------------- ................................. -not meet with the requirements of the specifications at an stage ........... y 11. The soil shall be freshly tilled and large clods of soil broken up. The of the project operation. growing medium shall be settled and firm at the time of herbicide 30. In general, the work shall proceed as rapidly as the site .. .... 3 LI 23 Z application. Herbicides may be mechanically incorporated by mixing into becomes available. Keep all areas of work clean, neat, and orderly SID %............. top layer at a depth of 1-3 inches. 4 LJ 68 L COVERM WNC at all times. .............................. 3 ZF ............ 12. All backfill around plant material shall be worked firmly by slicing 31. There will be special care to all existing trees to be a shovel down into the backfill 20 to 30 times around the tree as you retained on site to avoid construction damage. DATE OCTOBER 12, 2015 add backfill soil. Large clumps shall be broken up. Do not pack the 32. An automatic irrigation system is to be provided and backfill. Only step firmly on backfill soil to stabilize the root ball. The a shop drawing of the layout and ------- ................................... . ....... ------- PROJECT NO. 114001.01/ 30715 .......... top of the root ball shall remain 1 inch (small trees) to 3 inches (large design must be submitted to the governmental agency, for review .......... ................ ............... ................. .................. ........... ................... ---------- .......... ........... trees) or approximately 10% above grade. Do not over-pack the loosened and approval, prior to installation. i, DESIGNED BY JOW --_r................ .. ........ .......... ................. ............... ..................................... ........... . ......... ............. .......... .... - ------------ ................ ............. soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. 33. Irrigation system shall be fully automatic, providing 100% ................................................ ..... ................ 225' SOUTH Fill in any holes or depressions with backfill soil. Do not attempt to coverage to all planting areas, with all pop up heads in lawn area. DRAWN BY JOW STREET FRONTAGE eliminate air pockets by compaction. Water infiltrating the backfill soil 34. Irrigation station shall be set where there will be no mixing will eliminate large air pockets. of shrub and lawn areas, fixed spray heads with gear driven heads SCALE 1 :30 13. LANDSCAPE CONTRACTOR shall bear final responsibility for or impacts. Shrub risers shall be minimum 2.5' from eop and ATLANTIC BOULEVARD (105' ROW) proper surface drainage of planted areas. Any discrepancy in the all heads minimum 2' from buildings. drawings, obstruction on the site, or prior to work done by any 35. A double check backflow prevention (or approved equal); equal No. Date Revision 1 10-12-15 SITE DEVELOPMENT PLAN ------ other party, which the CONTRACTOR feels precludes establishing to a DCA-1100; to be mounted in a rectangular valve box (12"x 10") ... .............. ............ proper drainage shall be brought to the attention of the LANDSCAPE on the service side of the meter and immediately adjacent to the ........... ................................ ARCHITECT for correction or relief of said responsibility. ........... water meter. 14. When planting on slopes, set tree so top-most root in the ball on 36. After the landscape plan is approved by the governmental b t the uphill side is even with the soil. The side of the root ball on the agency any su sequent changes must be resubmi ted downhill side will be well above the surrounding soil. Soil shall cover the for review and approval. sides of the root ball. Mulch shall cover the edge of the rootball and not 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. piled on top. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. 15.' Planting beds shall be cut or edged to form a uniform clean Sod all 4:1 or greater slopes. Seed all other disturbed areas. line between beds and lawn areas. GATE STATION ATLANTIC BEACH PLANT LIST 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 PARKING TABLE conform to premulching finish grades. All planting beds and plant saucers USE REQUIRED PROVIDED E SALT shall then be uniformly covered with a minimum two (2) to three (3) inches AUTO SERVICE STATION 16(1/400sf) QTY SYM DESCRIPTION SIZE SPACING NOTES* of #2 grade or better of pine bark nuggets. RESTAURANT 19(1/4 SEATS) TOLERANCE TOTAL 35 4 0 QV QUERCUS VIRGINIANA "CATHEDRAL LIVE OAK" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN N, F'rN, FF, WW` HIGH GATE STATION AT ATLANTIC BEACH - LANDSCA.PE REQUIREMENTS ON-STREET PARKING TABLE 3 LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 10'-12' X 6', 3 TRK @ 2- EA., 4' CT, MATCHED AS SHOWN FYN I FF, W OHE MEDIUM EXISTING THIS DRAWING NOT RELEASED FOR 0 3 0 TA TAXODIUM ASCENDENS "POND CYPRESS" 14'-16' x 7-9', 4" CAL., 6' CT, MATCHED AS SHOWN N, FYN, FF, WW MEDIUM FRONTAGE1 GREEN AREA GREEN AREA TREES REQ'P SHRUBS SHRUBS TOTAL 11 04 PROPERTY AREA REQUIRED SF PROV'D SF SHADE REQ'D REQ'D PROV'D CONSTRUCTION UNLESS SO NOTED CIT 4 UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM ABOVE 41 *THE NUMBER OF PARKING SPACES DEPICTED IN 0 23 SP SA13AL PALMETTO "CABBAGE PALM" 10' CT., FULL, HURRICANE CUT AS SHOWN N, FYN, FF, WW HIGH INTERIOR VUA 37,987 SF 3798 4051 10 5 THIS SITE PLAN IS SUBJECT TO A DECISION IN SHEET TITLE 0 1 5 LJT LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" 10' X 10', 3 TRK, 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE HIGH 3798 x .25 = 950/9 106 1061+ CASE NO. 16-2014-CA-7714 PENDING IN THE Cn CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL 3.1 112 LJ LIGUSTRUM JAPONICA "LIGUSTRUM 24" x 24", FULL, MATCHED 36" OC. FY 4, FF, WW HIGH -9 COUNTY, FLORIDA AS TO THE NUMBER OF STREET FRONTAGE PARKING SPACES TO WHICH ATLANTIC BEACH LANDSCAPE 73 (D PT PITTOSPORUM CVS "PITTOSPORUM" 24" x 24", FULL, MATCHED 36" OC. FY 4, FF, WW HIGH NORTH 223 LF 2230 2444 5 3 DINER IS ENTITLED UNDER ITS LEASE, AND IS 26 IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16" x 16", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH PLAN 223 x .75 = 16913 56 56+ SUBJECT TO MODIFICATION IF REQUIRED BY 0 21 0 PM PODOCARPUS MACROPHYLLUS "JAPANESE YEW" 24" x 24", FULL, MATCHED 36" OC. FYN, FF, Ww MEDIUM SOUTH 225 LF 2250 2608 5 3 THAT DECISION. Ln 51 ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW HIGH 223 x .75 = 16913 56 56+ NOTE: r- I - ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC 0 37 FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM EAST 77 LF 770 989 2 1 RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE 19 19+ 77 x .75 = 58/ 34 JID JUNIPERUS CHINENSIS 'PARSONII JUNIPER" 16" x 18", FULL, MATCHED 30" OC. FYN, FF, WW MEDIUM OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, CO 1 POLES, ETC., IN RIGHT-OF-WAY EASEMENT. 0 3 NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON-SHADE TREES CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL 0 ADJACENTPROPERTY --- AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS40 0 SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) C14 WEST 200 LF 1000 1491 4 12 SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR 11 HO111 IEFORI IOU DIG CALL SUNSHINE _0 SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL 200 x .75 = 15013 50 50+ 00-A AN T 0 WHITM LLrR 0 1-8 wf'2-4770 * 30 0 15 30 J� A 0 LAOO ( S H E E T 0 frS 7HE L A W N R_OHOA DAT : I -4, *PLANT LIST LEGEND: N-NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, --------- :3 TOTAL 10048 11583 26 14 1 287 354 0 OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) I I TM STURDIVANT AVENUE "-SE (50, ROW) PROS Community-Management- Energy- Relationships ... .......... ........ ....... ......... ................. .......... 13901 Sutton Park Drive South, Suite 200 .... ------ Jacksonville, Florida 32224-0229 U.0 0. 0 0.1 0 '0. 7T'107 *U-T T' t.2r t 0.0 ! 1b.(T OT7 0.0 9 'o-.T-7- 7 -Tj 5.1 .1 3.1 b.1 b.2 T-7-7o-57-705.7 --'57�07 o7i J Office 904.739.3655 x 0.3 Fax 904.730.3413 +1 + www.prosserinc.com + 0.3 9 2.0 H 2.1 2.4 Florida Certificate of Authorization b,0 Number: 00004050 JLN] JLN1 3 13.3 3.2111 1 4.5 +3.6 11 1 10. P .............. 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FLORIDA ENERGY CODE EXTERIOR LIGHTING DATA A TFUS DRAWING NOT RELEASED FOR SITE rum"HOT01MIETRIC PLAN o 20' 40' EXTERIOR UNCOVERED PAVED AREA: 43,765 S.F. CONSTRUCTION UNLESS SO NOTED ABOVE SCALE: 1" 20'-0" SCALE: 1 20' UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED) UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL) SHEET TITLE FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED) SITE TOTAL SITE W/SF: 0.057 W/SF (ACTUAL) PHOTOMETRIC PLAN SALES CANOPY AREA: 5,928 S.F. No. 51249 ),WA-E OF- Q:�:: SALES CANOPY WATTAGE: 3,556W (ALLOWED) %- 4,U SALES CANOPY WATTAGE: 3,46OW (ACTUAL) 0 ",/,,,/0 Ali- N FBC BASELINE FOR ZONE 2: 01.60 W/SF (ALLOWED) Digitally signed by David W Simes TOTAL CANOPY W/SF: 0.58 W/SF (ACTUAL) DN: c=US,o=ldenTrust ACES SL-1.0 Business Representative, ou=SIMES AND ROSCH LLC, cn=David W Simes, 0.9.2342.19200300.100.1.1=AO]0980 S H E 0000014CC3F9DD99000122E5 E T DATE. Date:2015.10.12 10:26:02-04'00' C t 1 -1 1 10 10 + 10/12/2015 10:21:56 AM,Simes&Rosch,LLC