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860 Begonia Street 00 0 0 0 z m IE vv IE F < Im r C) >< ATLAPqTIC BEACH FLORIDA PREPARED FOR u mu 0 M kYPORT DEVELOPMENT, INC . I E PALM DR LE COVE NG R ANDIN DG RZ 0 R Z'WIN R UcCancer leg " Trailer dog a w uj Park S FEATHERtWO CHSIDE Al >-4 rp N 00 N A EAN COVE cc H 11.)D F N NY GOVE �:FCIR P�ivl'- >' Clearylow., ST FEATHERWOOD.�� CT < cc Park A COOUINA 14^'- w0w) DILLARD > Sf* PL �i 4,'� HIDDEN COVE�� )s '12 q -6& %k MR UA WNin's ns -4--tot CIR3: 4 m n �'V DR -t --"'L, I — -- .4?"— Park U MIQ u PINE �ISLAND, INDEX OF SHEETS Bcacnesi!�IIKESTNER 2 ku 40 1 -W 11� U.I-a – I E Mean"Oria i5jAns , � L 0 1 —I Du ler Park E m 6 F71 LEI I,,.Rosc RICHARDSON UN I COVER SHEET 1 L w Par EAU 4x Ly I BIG.ME V" SITE PLAN 2 2 PELICAN KEY 0 3 LITTLE CfPRESS KEY f"–f 'e p A DETAILS 3 w ST cc I-- e &Police sta _:�:w i�- ::5 Ff w ele Grdm U) w ST p up I BMW a k I A 10 collmunity Ctr 19t . "k I LIME PL ce 2 HALL PL z 1. 4 T W e- — ST' k. ell 3 yUCCA PL uj —�o 2 4 OLIVE PL cn uj 0 wo 6 COCOA PL 6 EUZASETH PIL 7 GAILLARDIA PL w 3 F4t a TWIN Pt 1-4 9"ALEA PL Q TI 10 PALM PL w "t 11 ROSE PL Nlrl� "I Athem Park z 0 A uj lw� 9 1 0 nds TWIND CIR X-S I IALVO PoljCe DqA rA 4b�-n K?TIQAL Far, I)cpt 2 SARD CASTLE WY 6AU V3, (D 9220 Ar 3 WINDSW`f"CiR OCE A Va�� 0z z PT 4 SUNRISE CIR H RY al, 6 SUMMER SAND DR DO t4 0 SAhD DO"" CJR R 0 ST ERRE ENS 0 Ep5d, I JENKS CT a SECWDEO WOODS LA N MAVtiz ORA —j QLXKST8N CT SECUUDED WQ,'' �Q) VICINITY MAP Qj N.T.S. 0 U L) CONNELLY WICKER INC . CONSULTING ENGINEERS AGENCY SUBMITTAL DATE N- 1711 S. FIFTH S7REET 40868 EMERALD COAST PARKWA Y JA CKSON W L E 8EA CH, FL ORIDA 32250 DES77N, FLORIDA J2540 (904) 249-7995 FAX (904) 241-1126 (85�) 8.37-4252 FAX (850) 837-7804 C.A. NUMBER: J650 0i f--*NNEDY, P.E. JUNE 169 2003 P.F— #5930 NEW COMPACTED NEW RESURFACING MANHOLE FRAME & COVER FINISHED LIMEROCK BASE, 6* MIN. COURSE, TYPE S Ill. 1 1/2- OR MATCH EXISTING- GRADE MIN. OR MATCH EXIST. PAY LIMITS MANHOLE FRAME AND COVER ADJUSTMENT RINGS (TYP.) 4- RAISED LETTERS (-aTY OF ATLANTIC PAVT. REPLACEMEN I BEACH-) IN THIS ARIE&1 3/4- TAU FLUSH VATH TOP OF VER. —FINISHED GRADE GROUT RAISED LETTERS I' CUT EXISTING PAV`T. AND HIGH (-SAMTARY SEWW) ES LIMITS OF TRENCH -1 I BASE w/ STRAIGHT EDG F—EXISTING N INAL FWSH WITH TOP OF GRADE AREA 180 MAX .... SURFACE GROUTIN CONCR .... COVER EXISTING ADJUSTING RINGS CAST IRM FRAME AND .............. 80 BASE COMM U.S. FOUNDRY 46 12m NOMINAL. 180 MAX. N. 655-U. OR APPROVED ................... .... I . ... .......... ...... ADJUSTMENT RINGS (ITYP) EQUAL ........ A ........... . ......... . ..........U .......... . ..... .......... .... ................... 2- CONCEALED C14 8. 1*-0* MIN. PICI( HOLES ...............o .......... REQUIRED ............................. 1 12- TONGUE 3'-0' MAX. ........ NON SHRINK GROUT REINFORCING. WITH WATER STOPS .......... TRENCH TI OR RUBBER SEALAG 80 _,--PRECAST ECCENTRIC R EXCAVATI r 7. CONE SECTION FRAME AND COVER SHALL 1 2 1 1/2 BOOT CAREFULLY COMPACTED BE MACHINED OR 1)2 PER r GROUND AT ALL BEARING BACKFILL 98% RELATIVE ch 3/4 TIERS C19961 SURFACES SO AS TO SEAT DENSITY. 9* LAYERS UNDER a PREMOLDED PLASTIC JOINT RAISED U < D. M I tN#, IN THIS AREA. 1 3/4' HIGH FLUSH WITH FIRMLY AND PREVENT PAVING. ALL OTHER AREAS 2E SEALER AND EXTERIOR ROi CL 0 - cr AR OF CASTING PREMOLDED PLASTIC TOP OF COi UPDATE TO YE 95% RELATIVE DENS" IN UJ m JOINT SEALER MEMBRANE PLAN 20 1.2 4 JOINT SEALER. 90 LAYERS. 5 5 (12- WIDE-TYP) 4*-Ow DIA. .3.4. FT. 4 w co m .0 ce LENGTHS tril i._: W W AS REO'D. ... .... 6* EXTERIOR JOINT GROUT IN CONSTRUCT TRENCH PA 6"MIN. U) Z LLI --z .. .. . .4... SEALER MEMBRANE UNPAVED ARWS WALLS AS VERTICAL X Of z Of Of .... ... 1 1/2* 12*MAX. SLOPE 1/2- .... .. W .. ... .. .. ... . . .... WIDE-TYP) 0 0 NON-SHRINK GROUT 4 - "14**'' . . 1 (12 11 AS POSIBLE, USE ...... . .. . .. .A.,-,.. ." . ..... .. ... . . N- -- PER Fr. (TYP) .... . ... .. .... . . SHEE N O'D. ..... . . . . .. . ...... 204 w/WATER STOPS OR RUBBER sm- SEALING BOOTS 1.2,3.4 FT. 4- OF ROCK (57 STONE) LENGTHS AS REO'D. -6" & 6-941b. BAGS OF DRY lit. CEMENT MIXED TOGETHER SOLID CLASS "C" I" WATER MAIN, DIA. VARIES CONCRETE. SOLID FILLER T 6A.I. A 3/4 I.D. MIN. FOR LEVELING COURSE GROU -14 BRICKS ONLY ALLOWED AS 6* MIN. FILLER. NO RUBBLE. S-4 1/2' COMPACT HAUNCHING 4.*MIN. PIPE A- MATERIAL TO MID PIPE 6*MAX. A . 6- .4 . -A A SECTION 6- L PIPE SHALL NOT 1. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTMENT RINGS 4-1'—COMPACTED BEDDING z TWO COATS OF BITUMINOUS WATERPROOFING 'S. FOR BE IN CONSTRUCTION A SHALL BE GIVEN SEE SPEC'S. FOR MATERIAL I I SEWER MANHOLE FRAME- & COVER JOINT OF M.H. MATERIAL DO NOT COAT JOINT OR PIPE OPENING SURFACES. EXCAVATION OF N.T.S. UNSUITABLE BEARING 2, PRECAST MANHOLE SECTION TO BE MANUFACTURED IN ACCORDANCE MATERIAL, IF REQ'D. WITH LATEST EDITIONS OF ASTM C478 WITH 4000 LB. CONCRETE. 4- OF ROCK (57 STONE) SOLID CLASS wC" CONCRETE' TYPE 11 CEMENT. TRENCH DETAIL AND 6-941b. BAGS OF DRY & SOLID FILLER BRICKS ONLY CEMENT MIXED TOGETHER ALLOWED AS FILLER-NO RUBBLE FOR LEVELING COURSE NITARY SEWER TYPE "C" MANHOLE PAVEMENT REPLACEM 5A N.T.S. UNDISTURBED SOIL MIN BEARING CAPACITY: 8"-21 " SEWERS 2000 LB/SQ Fr. N.T.S. PAY LIMIT WIDTHS FOR TYPICAL WATER PIPE INSTALLATION NOTE- DEPTH IN FT. 3 4 5 ASPHALT/CONCRETEPAVEMENT 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF ASTM C478 WITH 4000 LB. CONCRETE. TYPE 11 CEMENT. 10 13 16 LINE (WIDTH BASED ON TYPICAL DETAIL) 2. THE EXTERIOR OF MANHOLE SHALL BE GIVEN TWO COATS OF BITUMINOUS -CLEANOUT FRAME AND COVER, WATERPROOFING MATERIAL DO NOT COAT JOINT OR PIPE OPENING SURFACES. PVC FITTINGS, SCREW CAP SOD/SEED/MULCH 8 11 14 (WIDTH BASED ON TYPICAL DETAIL) E OF MANHOLE, r-2'&xY CONCRETE PAD 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFAC AROUND CAP. NOTE* THE BITUMINOUS WATERPROOFING SHALL BE OMITTED ON INSIDE. 1. USE TABLE FOR WATER MAIN INSTALLATION. 6' PVC PIPE AND FITTINGS 2. WIDTHS MAY BE LESS THAN MAXIMUM. A7--VANH I F a W SANITARY SEWER BACKF1LL AS SPECIF1ED 3. FOR SIDEWALK REPAIR. MIN. 4' THICKNESS. 3000 PSI CONCRETE W/12" 8"-21 " SEVVERS, y/ Z -Ir CUTBACK AT TRENCH, OR ENTIRE SIDEWALK AS DIRECTED. N.T.S. STANDARD SEWER BEND STANDARD 4. FOR CONCRETE DRIVEWAY, MIN. 5" THICKNESS 4000 PSI CONCRETE W/12- PVC SEWER CUTBACK AT TRENCH, OR TO EXIST. JOINT WITHIN 3 FEET --CONNECT TO EXIST. SERVICE WYE, 6*X6"— WITH NECESSARY FITTINGS THICKNESS 4000 PSI CONCRETE W/12- CONSTRUCT 5. FOR CONCRETE CURB & GUTTER, MIN. 5 STANDARD USE LONG RADIUS *5* BENDS CUTBACK AT TRENCH. MATCH EXIST. SHAPE AS REQUIRED. CLEAN-OUT W PROPERTY LINE WATER MAIN z :1, ROADWAY TO R/W LIKE VARIES :1 SIZE VARIES /-METER BOX PROVIDED AND INSTALLED BY WOTH OF TRENCH OPENING FOR PIPE REPLACEMEN CONTRACTOR W/CURB STOP AND MEI SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS SEE SPECIFICATKM AM STANDARDS VARIES BORE AND JACIC UNDER UNDISTURBED SOIL MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. PAVED ROADWAY AM St�— 4 Me TVP. ROADWAY V01H VARIES ji 30 deg. STOP DETAIL, 1-1 Ir CORPORATION SE R CLE OUT 2'1 TYP. W TYP. L.R. BEND 5! TYP P4 CONTRACTOR TO PROPERTY I,-llr SM. 40 PVC CONNECT TO PRIVATE SERVICE LINE WITH NECESSARY COUPLINGS. FITTINGS SERVICE PIPING 1-1/2- SUNG JOIN I AT R/W LINE 6* MAX— SERVICE TM TAPPM w sm. ao Pvc �INSTALL STANDARD 2' TYP. Mi 13OX 94ML BE DOUBLE WALL SLEEVE OR 'TAPPED TWO EACH SEWER WYES CDUPLM SZED FOR MAIN PLASTIC WITH TOUCH READ LIDS —6" SERVICE PIPE, ALIGNED WITH W/6- PLUG AT END. Be 18* WX Bc 12* MIN.-I CAREFULLY COMPACTED 45 deg PROPERTY LINE 91EEW-\ BACKFILL 98X RELATIVE WYE DENSITY. 9w LAYERS UNDER CONSTRUCT PAVING. ALL OTHER AREAS STANDARD 95X RELATIVE DENSITY IN DOUBLE WYE PLAN CLEAN-OUT 12 gm LAYERS. PLAN VIEW SINGLE DOMESTIC SERVICE I Z4 Be 7 4- MIN. ....... . PLAN SANITARY SERMICE CONNEC11ONS VW7 N.T.S. COMPACTED GRANULAR R LINE M&TERIAL SEWER OR PROPERTY LINE NONPOTABLE WATER MAIN HALF SECIION K&F SECTION ROADWAY 70 R/W LINE VARIES SUE VARIES METER 13OX PROVIDED AND INSTALLED BY SHMM TRE14CH UNSHEETED IRENCH WATER MAIN INSTALL CLEANOUT. SEE DETAIL CONTRACTOR W/CURB STOP AM METER TYPE 11 EXIST. AND FINISH GRADE 5.0' VARIES SM AM JACK UNDER COMPACTED GRANULAR BEDDING SM SPECIFICATIONS AM STANDARDS WATER MAIN 1-11Mrz31r - — — 7 PAVED ROADWAY AM CURBI O.W TYP. + ROADWAY VOTH VARIES MECHANICALLY Bc + 18" MAX SANITARY SEWER WATER RESTRAINED MINN. I-11r CORPORATION STOP 0 W TV. 1 Bc + 12 MIN. WATER MAIN -S 11�— um.- DITCH SERVICE WYE 6' SERVICE PIPE JOINTS Bc oil _a DITCH W/RISER BANK UNDISTURBED BANK AS NECESSARY EARTH /1-1/2- SCH. 40 PVC CAREFULLY COMPACTED SERVICE PIMG 1.0 X MIN. SLOPE 10' 10, I-11r TEE. Sx 800 BACKFILL 98% RELATIVE [ 11 1 NOTES: Ir MAX DENSITY, go LAYERS UNDER \-SERVICE TM TAPPING CONTRACTOR TO SLEEVE OR TAPPED 1-1/2- sm4c CONNECT TO PRIVATE SERVICE I PAVING. ALL OTHER AREAS 1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A COUPLING, 9 FOR MAIN W SCH. 80 WTH NECESSARY COUPUNGS. FITTINGS L 12m 95X RELATIVE DENSITY IN WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAJN, THEN THE WATER 77WD AT R/W LINE 9" LAYERS. -40 z STOPPER OR MAJN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH METER BOX SHALL BE DOUBLE WALL SEE TRENCH DETAILS FOR BEDDING CONNECTION SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE PLASTIC NTH TOUCH READ LIDS (TVP) AND COMPACTION TO EXIST. LATERAL WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON SHEETING UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. -SHAPED BOTTOM SUITABLE UNDIMURBED SOIL NOTES: 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED 1. CONTRACTO� SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN 0.5 Bc PLAN VIEW DOUBLE. .DOMESTIC SERVICE THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR HALF SECTION HALF SECTION 2. PROVIDE AqPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED NONPOTABLE UNSHEETM TR04CH NOTES VICE TO 07MM SM USE SIMILAR METHODS AM MATERIALS. SHEETED TRENCH 3. LENGTH OF�SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF 1. FOR WATER SER MECHANICALLY RESTRAINED JOINTS. 2. No CONNECTM To E)OSTING POTABLE SYSTEM S14ALL BE ALLOWED UNTIL TYPE I DUCTILE IRON PIPE WITH TERMINATEi SERVICE AT LOCATION DIRECTED BY THE ENGINEER. UNES HAVE BEEN IESI DISINFECTED AND CLEARED FOR USE. SWPED BOTTOM w/TAMPED BACKFILL ALL NEW WA70 SEWER SEPARA110N DETAIL NG DEI61LS (CLASS R) SECIION—SANITARY SERMICE CONNEC11ONS WATER SERWCE CONNECTIOR DETAIL, BEDDI N.T.S. N.1.5. N.T.S. N.T.S. Project No.: Drawing Designed Released For Construction 0301-38 Connelly & Mcker Inc BEGONIA STREET SEWER EXTENSION Drawn Consulting Engineers 1 , By BTP PREPARED FOR DETAILS Scale 1711 South 5th Street Checked This Drawing is the property of Connelly & Wicker Inc- AS NOTED and is not to be reproduced or copied in whole Or in Jacksonville Beach, Florida 32250 y part. It is not to be used on any other Project and (904) 249-7995 Fax: (904) 241-1126 MAYPORT DEVELOPMENT, INC. NED Date 3 of O.C. Sheet No. Date Revision By F.E. AM 1 JUNE 2003 Is to be returned an request C.A. No.: 3650 BFJ( 1' M, PROPERTY V, d B L 0 C K 1 4 3 V LOT I LOT 6 LOT 5 LOT 4 LOT 3 LOT 1 B L 0 C K 1 6 9 1 -H I _..'..'_WR INSTALLATION A GENERAL NOTES FOR WATER AND LOT 2 BLOCK 139 7' OAK V OAK 13' PALM 21' PINE 9' OAK U0 0 BLOCK 138 8' OAK 50.00'. 50.00' 50.00' 050.00, 70.00' 50.00' 10- OAK '4;V 9' OAK 21' PINE 9' OAK 8* BAY 14' PALM 0 TI TI 1 0 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCA ON OF ALL U LIT ES AND FOR 8- OA 6" OAK ly J 7' OAK 010" OAh 11* OAK 0 4 K:"". DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS OR ONE-CALL SERVICE 48 6" OAK 7" OAK I'm 11' OAK 6' OAK 7' OAK 7" OA HOURS IN ADVANCE OF WORK. 012" OAK R, 7' OAK -K 7' OAK 8" OAK .8' J/ 7* OAK 5- OAK -7' MAGNOLIA 6* OAK 0 OAK e' OAK 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS. 8' OAK- 13* PINE APPROX. TOP OF BANK 13" P IN 7' OAK 7" OAK APPROX. TC' OF BAN:: 8* OAK 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH LAJ SPECIFICATIONS PERTAINING TO THE JOB. LLJ >- 9' OAK 7* OAK 7 OAK 7' OAK *9' OAK OAK 8' OAK- 7' OAK 6' OAK- * XV;1 6' OAK X )15' OAK 12* PALM "41 4. ALL WATER AND SEWER -WORK SHALL BE AS PER CITY OF ATLANfIC BEACH STANDARDS AND SPECIFICATIONS V) LOT 1 LOT 6 X ro 0 .6" OAK LOT 4 LOT 3 10" OAK LOT 2 LOT 1 11" OAK- "I B L 0 C K 1 6 8 0 LOT 5 7" OAK 9" OAK UNLESS SHOWN OTHERWISE. 12" OAK OAK j* OA� 7' 0't V 5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRICR NOTICE TO THE CITY OF ATLANTIC BEACH 8' O,K- -8* OAK 6" OAK 8* OAK 10' OAK -11* PALM -10" OA, Fr OAK 1!" 0 9' OAK -P-)N IS REQUIRED BEFORE ANY LINES ARE DOUBLE WATER SE��Iam(TYP)10. PUBLIC WORKS DEPARTMENT (247-5834). TWO DAYS NOTIFICA C)20' 0;; L V) C) 6' OAK 22' PINE 0 12' IAL6,yp 7' OAK 0 1 A CONNECTED TO THE EXISTING UTILITY SYSTEM, OR SERVICES OR '30TORM PIPES ARE LOCATED. to -8* OAK 14" PALM D06"61A9 SEWER SE RVi 9* OAK- NEW TYPE 'C" Iiiiii OAK 18' OAK 7' OAK 6. A HORIZONTAL SEPARATION OF A MINIMUM OF 10 FEET SHALL BC MAINTAINED BETWEEN PARALLEL WATER RIM = 6.90 8* OAK 7' OAK 10' OA� - BENCHMARK No- NEW TYPE "A" M.H. MAINS AND SEWER MAINS (INCLUDES FORCE MAINS). WHERE WAFER AND SEWER MAINS CROSS WITH LESS INV. (N) = 3.30 7' CAK- 8' OAK- 7* OAK 2 8" OAK SET RAJLROAD Vh IN EAST THAN 18 INCHES VERTICAL CLEARANCE, ALL PVC PIPE MAY BE FNCASED IN CONCRETE FOR A DISTANCE OF 20 4 FACE OF 28' Pl?�E TREF RIM = 6.50 .6" 0 K 9' PALM (11. 0 ELEVATION i Ii 7-10 14 4 FEET CENTERED ON THE POINT OF CROSSING; OR A 20 FOOT SECTION OF DUCTILE IRON SEWER PIPE CENTERED . t lk"I INV. (S&E) 2.10 320.20' N.T.S. (MEASURED) 50.00'5- OAK 50.00' APPROX. TOP OF BANK - 50.00' 0 70.00' ON POINT OF CROSSING MAY BE SUBSTITUTED. THIS SITUATION MAY OR MAY NOT BE NOTED ON DESIGN 320.00' N.T.S. (PLAT) .1 50.00" 16 NEO 0 30' PINE - OAK DRAWINGS. SEE NOTES ON SHEET 2. 'k �112 012' 0 APPROX. TOP OF BANK-, 15' OAK 0 P1. - - MA !A 9' AK 7. UNSUITABLE MATERIALS UNDER SEWER MAINS SHALL BE REMOVE ) AND REPLACED WITH SELECTED BACKFILL, r. APPROX. FLOW L1 O'ke, PROPERLY COMPACTED TO 95% OF MAXIMUM DENSITY. APPROX. FLOW Lit! �F. DITC 1. BEGONIA STREET ASPHALT PAVEME T 8. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CI1Y RIGHTS-OF-WAY NTH THE PROPER AGENCIES SINGLE WATER SERVICE (I APPROX. TOP OF TOP OF BANK X 50' RIGHT-OF-WAY FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. ASPHALT PAVEMENT rq STOP SIGNf 1146 9. ALL GRAVITY SEWER MAINS SHALL BE SDR 35 PVC CONFORMING TO ASTm D3034 OR DUC LE IRON' PIPE WALL WPP J __WPP TELE RISER BOX TELE RISER Box THICKNESS AND PRESSURE CLASS SHALL CONFORM TO ANSI SPF_. A21.50 (AWWA C150) AND ANSI A21.51 TELE RISER Rvi/ -EX_ S' W- 4-k- - - - - - - - - - -- - - - - - - - - X J (AWWA C151) WITH PRESSURE CLASS 150 AS A MINIMUM AS NO'iED ON DRAWINGS. SERVICE -ATION-1 1 in SERVICE-/ APPROX. WATER MAIIN LOG 1 SERV`IC'_ BENCHMA i 10. TELEVISION INSPECTION AND 5% DEFLECTION TEST SHALL BE REOUIRED ON ALL GRAVITY SEWER. A FULL 1 SERVICE SET RAI' D SPIKE IN EAST FACE Of 30�. PINE TREE REPORT AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, ELEVATION N.G.V.D. 295 L.F. 8" D.I. 0 0.40% LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENCINEER AND CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRICR TO FINAL ACCEPTANCE. ALL REPAIRED mz SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. W1 11. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY 1l:E CITY BEFORE CONSTRUCTION. Li 12. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH TI-IE CITY. cn B L 0 C K 1 4 5 0 8 L 0 C K 1 6 7 13. IT SHALL BE THE CONTRACfOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC BEACH WITH "AS-BUILT" DRAWINGS ON DISK, IN AUTOCAD 14 FORMAT AS WELL AS ON 24*x36" PLAN SHEETS. to C' 14. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. v, 0 265 L.F. 8" PVC 0 0.40% 15. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED, OR SODDED AS DIRECTED. 16. EXISTING ASPHALT SHALL BE SAW-CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET 0 0 co PAVEMENT, CURB, SIDEWALK, OR OTHER MATERIAL SHALL BE Ri PAIRED AS DIRECTED AND APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 17. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER PIPES OR OBSTRUCTIONS AS REQUIRED. 18. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FRO A THE BEST AVAILABLE INFORMATION. THE X. WATER MAIN LOCATION OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES �)R OMISSIONS IN THE LOCATIONS OR GRADE OF < TIES OF THIS TYPE. THE CONTRACTOR SHALL BE HELD rESPONSIBLE FOR LOCATION OF ALL UTILITIES IN FACILI CONSTRUCTION AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS 00 MAY BE RESOLVED. I I 0 0 NZ LOCATI ON S PIPING NOT SIAOIA-i -%4A IA- __W PROP-ERLY m -, 19. -AtLPlF4NG ARRANGEMENTS AND LOCATIONS, N 9 L 0 C K 1 4 6 13 L 0 C K 1 6 6 REFERENCED AND RECORDED ON THE RECORD AS-Sul A N G S. 0 20. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXIS' ING GRAVITY SANITARY SEWER SHALL BE INSTALLED AT EXISTING MAN, OLE IN',i'C_RT ELEVI`%�Ii AND UNIFORM SLOPE OR GRADE BETWEEN INVERTS. GRADE SHOWN ON PLANS BE ADJUSTED AS APPROVED. ':IREPARE CUT SHEETS WITH INVERTS AND CONTRACTOR TO RE CALCULATED GRADE PER SPECS. ��ALL AND INt EX. PIPE N EW 8* PVC TO EX. 0A.H.-\ CABLE TV CONTROL BOXON CONCRETE 31'r± NOT TO SCALE 19 FH WV 1WPP EX. 6- _I, 'L :� - --EX. 4' W--- -1 WV BENCHMARK No- 1: APPROX. WATER MAIN LOCATION FOUND RAILROAD SPIKE IN EAST FACE OF 12' WOW POWIER POLE 6- ELEVA71ON (7.42) N.G.V.D. JASMINE STREET 8* PVC PVC 50' RIGHT-OF-WAY EX SANITARY M.H. RIM - &55 ASPHALT PAVEMENT N. INV - 0.95 02 W. IN� - 1.04 S. INV. 0.98 10 10 J. EXISTING GRADE- J RIM 6.90 RIM 6.50-� EXISTING GIR/0E-, LEGEN12 j X9' OAK EXIST. TREE TO BE REMOVED 5 EX. 6" W A 5 EXIST. OVERHEAD ELECTRIC 295 8" D.I. 0 0.407. D ME; -EX. 6" W- EXIST. WATER MAIN ------------ CONTRACTOR SHALL PR�TECT ALL EXISTING TREES NOT INPICATED TO _§:_P_VC ----------------- L.F! 81 PVi EXIST. SANITARY SEWER 0.40% BE REMOVED (N) 3.30 C1 EXIST. SPOT ELEVATION INV. (S&E) 2.10 0 Ln W NEW WATER SERVICE 0 0 INV. 1.04--/ INV. (S) = 0.98 SAN NEW SANITARY SEWER 7 it - 00 to 00 to �_-INV. (N) = 0.95 a!P OD tr) 00 (6 (0 (6 Ui 6 (6 (a 00 06 c6 PAVEMENT REPAIISS UJ UED 232003 2+00 3+00 4+00 5+00 UN 0 0+00 1+00 SANITARY PROFILE CONNELLY& WICKER IRCft 0 CD C Designed Released For Construction Project Noi Drawing BTP onnelly & Wicker Inc. BEGONIA STREET SEWER EXFENSION 0301 0 Drawn By Consulting Engineers BTP T) Checked This Drawing Is the property of Connelly & wicker Inc. 1711 South 5th Street PREPARED FOR SITE PLAN k I Q) --- U) CEK and Is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 ScGle ln=3' VERT. N 1 =30' HORIZ. O.C. part It 13 not to be used on any other project and ('904) 249-7995 Fax: (904) 241-1126 MAYPORT DEVELOPMENT, INC. CY, Is to be returned on request. W;WIT." F. Kgt�'*D!)y BEK , C.A. Nii 3650 No. Dote ReV on P.E. E 2003 f Sheet 0 CJ �OAK 9_ PALIA O'\ . ..." J 70 .00' i�LAX W I 2�7� 01,, . ,50- 00, vo '�x 0!0 0 jh -F Al 0 I-A r----- ----- ---0' cl -a I A66 (0 .00 r-6 r$' BAN ?-APPROXIMATE'.10 cl M 0 V _zx XIMATE FQOW Lt. 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DNllv3HS GSO .91/1 '00 .1,2 8 S3SSr'lbl '0310N 3SW"3RLO SS31kn.*.1 30 OL DWHU3%0 3AV3 JD(W W3LdAi T -0310N 3SMW3�410 SS3lNn Zl 36 01 DONHWAO 3WVD JOOW WokuLi I !)NlHlv3HS (131ViS VdV .91/Z 3levo "DN3_3bl� ssnal ON3 TXV-) 9N3-3bd :S310N S008 B L 0 C K 1 4 3 > LOT 1 B L 0 C LOT 1 LOT 6 LOT 4 LOT 3 21" PINE LOT 2 9" OAK LOT 5 STALLATION BLOCK 1 7' OAK n13" PALM 39 6' OAK - 9- OAK GENERAL NOTES FOR WATER , AND SEWER IN 50.00- 0 rT 0�50.00 70.00' 50.00' f's, 9" OAK 8' OAK PINE r.1 8 OA;z 50.00' 50.00' .10" OAK 21 BLOCK138 I,4" PALM 0 6" OAK 8' BAY- 11* OAK- 7' OAK 7" OAK,_>, -7" OAK 'n FOR -10* OAK ry THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCA ON OF ALL UTILITIES AND 6" OAK- -7" OAK 7' OA BY HIS OPERATION. CALL UTILITY CONTACTS OR ONE-CALL SERVICE 48 11* OAK- 6" OAK 012" OAK 7" OAK 7' OAK -0 DAMAGE TO EXISTING UTILITIES CAUSED 8" OAK- 8" OAK .8- OAK 7" OAK 7" MAGNOLIA 6' OAK 13" PIN" 7' OAK APPROX. TOP OF BANK HOURS IN ADVANCE OF WORK. E 13" PIN[ i- OAK 8" OAK- APPROX. TOP OF BANK�1�- CONDITIONS. 7" OAK 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE 8" OAK 7" OAK CTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH W 9' OAK 8" DAK- - 7" OA�K W >- 7' OAK -7" OAK 7' OAK OAK K 3. CONTRA *9" OAK X 6' OAK 6" OAK "It V 11" OAK- B L 0 C K 1 6 8 SPECIFICATIONS PERTAINING TO THE JOB. 015" OAK 12* PALM LOT 3 10* OAK LOT 2 LOT 1 6" OAK LOT 4 7* OAK LOT 1 LOT 6 PECIFICATIONS 0 LOT 5 12. OAK o rf, OA� 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND S 0 1�11 1<11.1 9" OAK -5" OAK -7" OAK UNLESS SHOWN OTHERWISE. 41 -10" OAK oll" PALM 4.0 B" a K- 8' OAK 6" OAK�8' OAK -. - /rlp, -9" OAK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH 10" OAK OAK 11" OAK 0 20" PINE 7- FX DOUBLE WATER SE46e(TYP)10_ 5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK SINGLE SEWER SERVICE 6" OAK 0 -5834). TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE 12' PALM -7' OAK 14' PALM PUBLIC WORKS DEPARTMENT (247 U) 0 22' PINE 0 -8' OAK 9" OAK 9" OAK- CONNECTED TO THE EXISTING UTILITY SYSTEM, OR SERVICES OR STORM PIPES ARE LOCATED. -10' OAK D06BLE SEWER SER\110CE (TYP) 18" OAK 7" OAK ks OAK 8* OAK RENCHMARV, No. 2 NEW TYPE "A M.H. FEET SHALL BE MAINTAINED BETWEEN PARALLEL WATER 10" OAP . SET RAIMAD SPIKE IN EAST BENCHMARK No 8' OAK 7" OAK 8* OAK RIM = 6.50 6. A HORIZONTAL SEPARATION OF A MINIMUM OF 10 . 3- 0 y. FACE OF kIr PINE TREE SET RAILROAD SPIKE IN EAST 7' C AK- ;kl z < i it WHERE WATER AND SEWER MAINS CROSS NTH LESS < < (S&E) 2.08 MAINS AND SEWER MAINS (INCLUDES FORCE MAINS FACE OF 30' PINE TREE 9' PALM 0 0 y ELEVATION (9.61) N.G.V.D. INV. .6" 0)�K FOR A DISTANCE OF 20 ELEVATION (9.53) N. V.D. 7-lop 70.00' RANCE, ALL PVC PIPE MAY BE ENCASED IN CONCRETE 50.00' APPROX. TOP OF BANK 50.00, - THAN 18 INCHES VERTICAL CLEA 50. OAK R PIPE CENTERED 320.20' N.T.S. (MEASURED) 50.00' 1 - it FEET CENTERED ON THE POINT OF CROSSING; OR A 20 FOOT SECTION OF DUCTILE IRON SEWE A - OAK 50.00 12 OAK 14 IS SITUATION MAY OR MAY NOT BE NOTED ON DESIGN 320.00' IF N.T.S. (PLAT) 6' PINE 0 30- PINE 0 o12* OAK ON POINT OF CROSSING MAY BE SUBSTITUTED. TH hi - . . - -. .. .. I . . .. . . . .Sir"-11111 28" PINE APPROX. TOP OF BANK 15" OAK o 9" OAK 0-7- OAK 11' PALM _'Pi _N a m TWI _QAK _FLii LINE� 9E PIT0- DRAWINGS. SEE NOTES ON SHEET 2. 9" TWI .,�ppRqy�. ��t 'e, 2 3- 7. UNSUITABLE MATERIALS UNDER SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, F DITCH IF - STREET APPROX. FLOW LINE 0 BEGONIA 57 ' ' - '- - -- - -_-1 ------,K V OF MAXIMUM DENSITY. -o 6-ir 50' RIGHT-OF-WAY PROPERLY COMPACTED TO 95 - - -- - -- - -- - - zz ASPHALT PAVEMENT it "4 x PPROX. TOP OF BANK 4 -E (TYP) - ALT PAVEMENT 1�1 j�,APPROX. TOP OF BANK -OF-WAY WITH THE PROPER AGENCIES SINGLE WATER SERVIi 3.- ---. q ASPH 8. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS �ri - - - -:,- _ - r, STOP SIGNf "I" ----------- FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 4T, WPP 1-__� . , 9. ALL GRAVITY SEWER MAINS SHALL BE SDR 35 PVC CONFORMING TO ASTM D3034 OR DUC11LE IRON PIPE WALL WPP f-GA H TELE RISER BOX TELE RISER BOX ELL RISER BOX - - - - - - - - - -EX- 6" WWA C150) AND ANSI A21.51 -EX- R" W- A21.50 (A THICKNESS AND PRESSURE CLASS SHALL CONFORM TO ANSI SPEC LOCATIONJ SERVICE 1 SERVICE-/ APPROX. WATER MAIN NOTED ON DRAWINGS. 1 SERVICE (AWWA C151) WITH PRESSURE CLASS 150 AS A MINIMUM AS 1 SERVICE 10. TELEVISION INSPEC11ON AND 5% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY SEWER. A FULL NEW TYPE "C" M.H. 275 L.F. 8" PVC 0 0.40X REPORT AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, RIM = 6.30 INV. (N) = 3.18 LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED W1 130 L.F. 8" PVC 0 0.40% 0 W >- SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. 11. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. LA_ 8 L 0 C K 1 6 7 10 E CITY. B L 0 C K 1 4 5 0 CII., I 12. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED NTH TH -41 CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY 13. IT SHALL BE THE L AS ON 24"06" Cn OF ATLANTIC BEACH NTH "AS-BUILT" DRAWINGS ON DISK, IN AUTOCAD 14 FORMAT AS WEL 0 PLAN SHEETS. NEW TYPE "A" M.H. W, 14. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. RIM 8.35 INV. (N) 1.56 <1 _Y 0 L BE SEEDED AND MULCHED, OR SODDED AS DIRECTED. 15. ALL DISTURBED AREAS SHAL E TO CITY STREET 0 IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAG 16. EXISTING ASPHALT SHALL BE SAW-CUT SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE 4 1D PAVEMENT, CURB, SIDEWALK, OR OTHER MATERIAL DIRECTOR OF PUBLIC WORKS. 17. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER PIPES APPROX. WATER MAIN LOCATION OR OBSTRUCTIONS AS REQUIRED. WN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. THE 130 L.F. 8" PV-1 0 0.40% 0 18. ALL EXISTING UTILITIES HAVE BEEN SHO I OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF '�!"SIBLE FOR LOCATION OF ALL UTILITIES IN FACILITIES OF THIS TYPE. THE CONTRACTOR SHALL BE HEt-9 RE YO CONSTRUCTION AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER TIHAT CONFLICTS 0o cn 4, B L 0 C K 1 6 6 MAY BE RESOLVED. B L 0 C K 1 4 6 0 19. ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY REFERENCED AND RECORDED ON THE RECORD "AS-BUILT" DRAWINGS. r 20. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS, AND WITH UNIFORM, SLOPE OR GRADE BETWEEN INVERTS. CONTRACTOR TO REMOVE INVERTS AND ?3 GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED. PREPARE CUT SHEETS NTH EX. PIPE AND INSTALL 0 CALCULATED GRADE PER SPECS. NEW 8" PVC TO EX. M.H. C;AbLf. 1�4 CONIffOt BOX ON CONCRETE 317*1k: NOT TO SCALE "'r If _FH -------- o vvI1P ME------ -EX. 6- Wv -EX, 4" W- BENCHMARK No. 1: FOUND RAILROAD SPIKE IN 6sr APPROX. WATER MAIN LOCATION-f FACE OF 12" WOOD POWER P 31.E ELEVATION (7.42) N.G.V.D. JASMINE STREET a" PVC a" PVC EX SANITARY M.H. @ ASPHALT PAVEMENT 50' RIGHT-OF-WAY RIM - 8.55 V. W. INV. - 1.04 N. IN - 0.95 275 L.F. 8" D.I. 0 0.407. S. INV. 0.98 02 10 3 10 J, 10 EXISTING GRADE- RIM1� 8.35-\ LEGEND RIM 6.50-\ RIM 13-30 EXISTING GRADE- A - -- - - - - - - - -- - - - - - EXIST. TREE - - - - - - - - -- - - - - - - EX. 6" W 5 EXIST. OVERHEAD ELECTRIC 5 -EX. 6" W- EXIST. WATER MAIN CONTRACTOR SHALL NOT REMOVE is* Pvc 275 L.F. 8" PVC 0.40% ANY PROTECTED TREES. EXIST. SANITARY SEWER 130 L.F. 8" P)1C 0 0.4C7. 130 L.F. 8"_pVC 0 0.40% x 14 EXIST. SPOT ELEVATION \\-INV. (14) 3.18 W NEW WATER SERVICE INV, (S&E) 2.08 6 INV. (E&N) 0 -SAN NEW SANITARY SEWER INV. (W) 1.04--/ U i �-INV. (S) = 0.98 0 -INV. (N) = 0.95 PAVEMENT REPAIR OR OR OR LO 0! r- r- (0 00 00 aq r Ln LO to CD (6 LO LL Li 4+00 5+00 1+00 2+00 3+00 0+00 SANITARY PROFILE Project No.: Drawing For Construction 0301-38 Designed Released Connelly & Wicker Inc. BEGONIA STREET SEWER EXTENSION BTP W Drawn consulting Engineers Al By BTP PREPARED FOR SITE PLAN Scale 1"=3' VERT. 1711 South 5th Street 1 =30' HORIZ. Checked Im. This Drawing Is the property of Connelly & Wicker Y nville Beach, Florida 32250 CEIK and Is not to be reproduced or copied In whole or In Jackso MODIFICATIONS PER CITY TREE BOARD IBK �CH ;-E, NED MAYPORT DEVELOPMENT, INC. &8/4/03 FtF M _Y Date part It is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1121' Sheet of _3 O.C. ReAsion No.1 Date JUNE 2003 Is to be returned on request 3650 C.A. No BEK 1>PAO 90AKN PALM 0.' X WPP _J=ELE I L 40!J, 0 (96'0) 'ANI 'S 'D*A'd ,g to'l) 'ANI A 'D A'd 9 96'0) 'ANI 'N '3 (99*9) NOIIVA313 V41N H18ON ,kVM--J0—iH9ld 09 0.X 310HNVN ),aVIINVS Q iN3N3AVd i�VHdSV �'A'd ::Q —SS—SS—SS--SS—SS —ss—ss ss —ss—ss—ss W z 0 JNASVP LLI>-< . z iro >-(A LLI (41 661 0 C14 0 z M L'i (0, fy 0 r. D cr DNIA'Vd �O 3003 w a: > &) n < 0 0 cn F= U- G, > LJ z w 0 3HO 3HO 3�0-= z 3HO WT a) q rA&. 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