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HomeMy WebLinkAbout43-04 Oversized Plans0 9 a jd=ft� ]Igo STUMP SOUND TOWNSHIP, ONSLOW COUNTY NORTH CAROLINA ONSLOW COUNTY PETE DEAVERJECHNICAL OPERATIONS SUPERVISOR 232 GEORGETOWN .O. POST OFFICE BOX 1415 NORTHCAROLINA 28540 (910) _ 1 • SEASIDE DEVELOPERS, LLC MARK EVANS 785 NEW RIVER INLET ROAD NORTH TOPSAIL BEACH, NORTH CAROLINA 2840-0 POST OFFICE BOX 2294 WILMINGTON, NORTH CAROLINA 28401 (910) 3 CAVANAUGH AND ASSOCIATES, P.A. 5919 OLEANDER DRIVE, SUITE 103 WILMINGTON, NORTH CAROLINA 28403 (910) 392-4462/(910) 392-4612 (fax) 1 - COVER AND LEGEND 2 - OVERALL SITE PLAN 3 - WATER LINE PROFILES 4 - SEWER LINE PROFILES 5 - FORCE MAIN PROFILE AND PUMP STATION DETAILS 6 - SEWER LINE DETAILS 7 - WATER LINE DETAILS SURF LEGEND WATER SANITARY SEWER SEWER FORCE MAIN BUFFER PROPERTY LINE WATER VALVE FIRE HYDRANT WATER METER SEWER CLEANOUT .ONCRETE MONUMENT IRON PIPE/ROD CONTOUR LOT NUMBERS PROPOSED w - SS - FM - wv ®WM 0co • (PROFILE) �gm 0 PRO,ECT SPECIFICATIONS PROPOSED 6" SDR21 PVC WATER LINE 615 LF PROPOSED FIRE HYDRANTS 1 PROPOSED 3/4" HI)PE SERVICE CONNECTIONS 13 PROPOSED 8" SDR=S`� PVC GRAVITY SANITARY SEWER 430 LF PROPOSED 4" SDR3` PVC GRAVITY SANITARY 13 SEWER CLEAN —OUTS PROPOSED 3" SDR•' � PVC SANITARY SEWER 82 LF FORCE MAIN V2 ti,°IC]NI7'Y MAP NOT TO SCALE Solutions through integrity and partnership REVISION 1: DECEMBER 8, 2003 BEFORE YOU DIG I CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW .1 OATS: NOVEMBER 26, 2003 PROJ. NO.: 4.03.040 ��HEET 1 OF 7 PROPOSED WATER LINE "A" IV I I �I 10 10 EXISTI G GROUN 5 5 PROPOSED 6" -GATE VALVE STA. 0+04.41 PRO GA OSED 6 VALVE - PR4OPSL NE " SDR21 PVC WATER0 -- E TO EXISTING 10" WATER LINE- E TO ROPOSE 6" SDR21 PVC — WATER LINE —5 -co 5 cq d J — --10 —10 L_ 10 — .--a z W —15 —15 N 0 A .�. C" CL N - z UTILITY SEPARATION cu o 1. WATER AND SEWER LINES A — 10.0' MINIMUM LATERAL SEPARATION OR 14 S,.)m SEPARATE DITCHES WITH 18" MIN DISTANCE BETWEEN BOTTOM OF WATER LINE PIPE & TOP OF SANITARY qll SI WER PIPE. Z a EXCEPT O B — WA TER LINE UNDER SEWER LINE, B0TH piPES SHALL BE OF FERROUS ° MATERI bILS, 10.0' EITHER SIDE OF CROSSING p °' 2. WATER STORM SEWER LINES — 1.0' MIN j a 3. SANITAP I" SEWER & STORM SEWER — 1.5' MIN m CO U y Q ca C U Z 0+00 1 + 00 2+ 00 U FZ- O W HORIZONTAL SCALE: 1 Al = 40' VERTICAL ,SCALE: I" = 4 U � J W O PROPOSEDWATER SINE B -.. EWER SERVICE LINE r—PROP. 4- SDR,15 PVC C �%—SEWER �Am__ SERVICE LINE 1 SEWER SERVICE LINE —1 ,SERVICE -%///// NOW %/////////!//rl%//////!////iE%///////////L27S%////%.I/•%/////////!/6V////////////%//�7%ZMAiY/�!�'Y/////I-%%/%/ f//�/%///.- CONNEC11ON a Z CL 0 cc ©c N r Z UTILITY SEPARATION ' 1. WATER AND SEWER LINES A — 10.0' MINIMUM I ATERAL SEPARATION OR SEPARATE DITCHES WITH 18" MIN c v DISTANCE BETWEEN BOTTOM OF WATER o LINE PIPE & TOP OF SANITARY SEWER PIPE. EXCEPT: �ii •- B — WATER LINE UNDER SEWER LINE, cr BOTH PIPES SHALL BE OF FERROUS Z MATERIALS, 10.0' EITHER SIDE OF CROSSING 2. WATER & STORM SEWER LINES — 1.0' MIN 3. SANITARY SEWER & STORM SEWER — 1.5' MIN o N O ti m CO W 0+ 00 1 + 00 2+ 00 o ,�ryw N r �� s• C° '-• �rrri �� • V i s i AL 07 HORIZONTAL SCALE: 1 = 40 VERTICAL ,{�l+y.//�►_y II7/�� /�Y7��,7• Vl iL SCALE: i I " 4 ' rr rrrrrrr�I/t • S Hii `,,,,`�o`J I/11111�� ' �L� VPROPOSED SANITARY SEWER LINE "1" I • • • • Mill Mill ��� Mill M _ --:=--� --Mill NNNNN Mill 110NNN11 ME MIN MIN 11101mmNNIN EIE NONNI c�;� 1 MIN Mill ME INN NNNNN -----_--- -IEEEIIEE —MillI Mill ---�- MIN -- ---_ _ ----- --- --- - N 0�7 M O ^^ N c04 0) M rL1.♦. W O cu O N UTILITY SEPARATION 1. WATER AND SEWER LINES cu A — 10.0' MINIMUM LATERAL SEPARATION OR i SEPARATE DITCHES WITH 18" MIN 14 DISTANCE BETWEEN BOTTOM OF WATER z m LINE PIPE & TOP OF SANITARY SEWER PIPE.0 EXCEPT: ° B —WATER LINE UNDER SEWER LINE, L. � BOTH PIPES SHALL BE OF FERROUS m MATERIALS, 10.0 EITHER SIDE OF CROSSING co) o m 2. WATER &STORM SEWER LINES — 1.0 MIN 3. SANITARY SEWER & STORM SEWER — 1.5' MIN 4 O m c y Q tz C U Q _Z -J 0+ 00 1 + 00 2+ 00 3+ 00 U o �.i HORIZONTAL SCALE.- 1" = 40 � Z A, VERTICAL SCALE.- 1 " = 4 3 O W Z 2 o U.I PROPOSED SANITARY SEWf7R LINE 2 o 10 to +40 10 0)1- + zo �- 5 5 -XISTING 0 + — 0.40% 120. F. 8' SDR35 PVC —5 _5 -— cn— Q z —10 -Z LJ --15 - —15 j Q) 0 Cs N O jN CL O� UTILITY SEPARATION 1. WATER AND SEWER LINES o o A — 10.0' MINIMUM LATE'' L SEPARATION Z OR 0 SEPARATE DITCHES /KITH 18" MIN DISTANCE BETWEEN F:OTTOM OF WATER LINE PIPE & TOP Of SANITARYct SEWER PIPE. EXCEPT: z B — WATER LINE UNDER `-t;WER LINE, BOTH PIPES SHALL BE OF FERROUS W MATERIALS, 10.0' EITHER ,SIDE OF CROSSING � C) 2. WATER & STORM SEWER LINES — 1.0' MIN 3. SANITARY SEWER & STORM SEWER — 1.5' MIN 0 N O O o m cn d' - m o � Z uO (1Q Z O Y Gi Q o+ o 0 1+ o o ``,', ••o �GEsS %,,,a,�I HORIZONTAL SCALE:1 " =4 0 ' - SEA PWRTICAL SCALE.- 1 " -- 4 ' = •: `� r �� 0� NOTES: (1) ALL PIPE ENTRANCES IN TANK WALLS SHALL BE GROUTED WITH TYPE "S" MORTAR. (2) PROPER OPERATION OF VALVE BOX DRAIN LINE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMPLETION. (3) PUMP CONTROL. FLOAT ELEVATIONS TO BE ESTABLISHED PRIOR TO PUMP OPERATION. PROPER CONTROL FLOAT OPERATION TO BE VERIFIED BY OWNER PRIOR TO CONTINUOUS PUMP STATION OPERATION. (4) PUMP GUIDE RAILS TO BE INSTALLED IN ACCORDANCE WITH PUMP MANUFACTURER'S SPECIFICATIONS PROPER GUIDE RAIL OPERATION TO BE VERIFIED BY CONTRACTOR PRIOR TO COMPLETION. (5) ALL GASKETED JOINTS SHALL BE INSPECTED FOR LEAKS PRIOR TO CONTINUOUS PUMP STATION OPERATION. (6) PUMP STATION PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC OR GREATER OR 316 STAINLESS STEEL (7) PIPE LENGTHS SHOWN AS APPROXIMATE. EXACT PIPE LENGTHS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION. (8) GUIDE RAIL BASE SHALL BE ANCHORED WITH 3/4 INCH DIAMETER 316 STAINLESS STEEL ANCHORS AND BOLTS. (9) TOP OF VALVE BOX SHALL BE SET AT LEVEL ELEVATION WITH PUMP STATION TANK TOP. (10) ALL INTERIOR WET WELL HARDWARE, INCLUDING ANCHORS AND BOLTS, SHALL BE TYPE 316 STAINLESS STEEL OR BETTER. (11) CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR EXCESS MATERIALS UNLESS OTHERWISE DIRECTED BY THE OWNER. (12) ALL UNDERGROUND UTILITIES IN AREA OF EXCAVATION SHALL BE LOCATED BY CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. (13) CONTRACTOR SHALL PROVIDE CONTROL PANEL FOR DUPLEX PUMP STATION INCLUDING EXTERNAL VISUAL ALARM AND AUDIO ALARM. (14) CONTROL PANEL AND FLOW METER READ-OUT SHALL BE MOUNTED IN ACCORDANCE WITH ALL APPLICABLE EMI IILDING AND ELECTRICAL CODES. UTILITY SEPARATION 1. WATER AND SEWER LINES A - 10.0' MINIMUM LATERAL SEPARATION OR SEPARATE DITCHES WITH 18" MIN DISTANCE BETWEEN BOTTOM OF WATER LINE PIPE & TOP OF SANITARY SEWER PIPE. EXCEPT: B - WATER LINE UNDER SEWER LINE, BOTH PIPES SHALL BE OF FERROUS MATERIALS, 10.0' EITHER SIDE OF CROSSING 2. WATER & STORM SEWER LINES - 1.0' MIN 3. SANITARY SEWER & STORM SEWER - 1.5' MIN -_• all -• • • IJ SUBMERSIE HORIZONTAL SCALE: 1 " = 40 VERTICAL SCALE: 1 " = 4' OF PUMPS 6'-0" INSIDE DIAMETER 2'-0" 4'-6" MINIMUM MINIMUM PUMP STATION NOT TO SCALE 11 - PLAN VIEW HALIDAY ALUMINUM HATCH COVER W/LOCKING HASP d° d GND. ELEV. = 5.00 III —III —III PROPOSED ° IIII LIFT -OUT I) I CHAIN PROPOSED 6'-0" DIA LIFT STATION TANK —� d . d 316 STAINLESS STEEL SCH 40 GUIDE RAILS TO BE INSTALLI PER MANUFACI SPECIFICATIONS 3/16" ANTI -SIPHON HOLE OR AS PER MANUFACTURER'S RECOMMENDATION PROPOSED 8" PROPOSED INFLUENT PIPE GRINDER INV. IN PUMP ELEV. _ -1.95 4" VENT PIPE, SCREENED TOP ELEV. 6.00 a - a CLASS 30 CAST IRON CHECK VALVE W/STAINLESS STEEL HINGE, SHAFT 2)-0" 3' X 4' MINIMUM HALIDAY ALUMINUM HATCH COVER W/LOCKING HASP o oTl= -I a ELASTOMERIC BOOT(TYP.)\ MAGNETIC FLOWMETT'R TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS PRECAST CONCRETE VALVE BOX TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS MAGNETIC FLOC A'METER TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS TO READ-OUT ATTACHED SHALL INCLUDE PLOW RATE READ-OUT TO ELECTRICAL PANEL. AND FLOW T TA.IZATION. INSTALL PER MANUFACTURER'S SPECIFICATIONS GATE VALVE CHECK VALVE 3" 316 STAINLESS STEEL PIPE 3" DIP o INV. OUT EL. 2 (MAX) SUPPORT LEG &SADDLE TTYP SLOP DRAIN o o < 0�000 0��00 c `�-�� �CSOQOo� 0 QOQ o0�� 0 00 00 0� �00 0 00 ui Sri w d W H ff P TRAP S � a< . W z a V/ d ad. i <a a� d ° TYPE "S" MORTAR CONCRETE a d TANK FILLET TO BE INSTALLED BY CONTRACTOR = a d d a d ° a d ; ° d d' ° �1 1/ 4" SCH 40 PVC PIPE MECHANICAL BALL FLOAT (TYP.) D HIGH LEVEL ALARM C LAG PUMP ON B PUMP ON & LAG OFF SUPPORT o DISCHARGE ELBOW 0 A FLANGE p a. b, 0 D p � o d. °. PUMP STATION NOT TO SCALE 1 - SECTION PUMP OFF WW BOT. ELEV. _ -3.95 12" 12" 000°00000°0 ooC 8" THICK (;OMPACTED (95% PROCTOR) ABC STONE BASE 12" THICK COMPACTED (95% PR0(-TOR) ABC STONE BASE a' - s x a " SDR35 PVCI L Q �oC L 1" PVC CONDUIT SHALL BE SEALED WITH WATER-11GHT CAULKING, BOTH ENDS TIE INTO EXISTING 6" FORCE MAIN PUMP DATA — PUMP STATION #1 DESIGN FLOW AVG. DAILY 3.25 GPM DESIGN FLOW PEAK 8.125 GPM SELECTED PUMP RATE Q 50 GPM TOTAL DYNAMIC HEAD TDH 16.15 FT. PUMP HORSE POWER HP 3 HP PUMP SPEED RPM 3500 RPM ELECTRICAL SUPPLY 230 V PHASE 1 FORCE MAIN SIZE 3 FORCE MAIN LENGTH 82 FT. :] LIFT STATION LEVEL FLOAT SETTINGS A B C D LIFT STATI DIA. -1.95 -1.45 -0.95 -0.45 6'-0" )N TANK 0 U 0 3 O t ca c U N co IT cb M 0 rn c Nt N 0 rn z O O J t `j z lL z O a. C� O z0 .� a: L c Q, d z Z 4 Zi 0 N\ c I O w � W 0 N 0 N o m cn Q [e d: m U 2 z 4 4 C) z U z O Y v Q Q C.) U �!} EXISTING ROAD 3'-0" E TRENCH WALLS \ MAY BE SLOPED 6" LAYCIZS OF CONDUCTIVE TRACER TAPE HAND 'LACED COMPACTED BACKFILL. SEE SPECIFICATIONS 1 Q PROVIDE UNIFORM __ ! VARIABLE THICKNESS AND CONTINUOUS \ �� OF SUITABLE MATERIAL SUPPORT OF PIPE TO BRING TO GRADE. BARREL BETWEEN BELL HOLES NOTE: SOIL FROM TRENCH TO BE PLACED WHERE RUNOFF WILL RETURN TO THE TRENCH. CLASS C BEDDING FOR PVC PIPE & LIMITS OF DISTURBANCE DETAIL SCALE: NOT TO SCALE 6 rnincoc a unnr r nnrnrn /nnrrna r a r\ �— CARRIER PIPE ENCASEMENT PIPE NOTES- 1—NORMAL SPACING FOR SPIDERS IS 3 PER 18 FOOT LENGTH OF PIPE, ONE SUPPORT AT EACH END AND A SUPPORT AT 9 FOOT CENTER. 2—ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION 3—FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN SLOPE IN CARRIER PIPE. STAINLESS STEEI ON I EARCH FOOT El ELE\ BORING AND JACM DETAIL SCALE: NOT TO SCALE 0 ASEMENT PIPE 3/8" STAINLESS STEEL PLATE VUOUS WELD SIDES (TYP.) TRAFFIC WEIGHT PLUG 3"- 6" E COST OF CONCRETE TO , BE INCLUDED IN UNIT PRICE OF CLEAN OUT. MINIMUM 3000 PSI CONCRETE BLOCKING 6"-45• WYE----- FLOW 6" DUCTILE IRON PIPE 6,r NOTES: 24" 1. CONCRETE COLLAR NOT NEEDED WHEN CLEANOUT OCCURS IN CONCRETE PAVEMENT. 2. DUCTILE IRON PIPE AND FITTINGS TO BE USED IN CONCRETE BLOCKING. CLEAN OU T DETAIL SCALE: NOT TO SCALE 6 E—�F— - V0.004 TEE INTERSECTION 45' BEND CONCRETE COLLAR' 6" DUCTILE IRON RISER SECTION 45• BEND 6"DUCTILE M IRON PIPE CAP A I THIS POINT WHEN USED AS END OF LINE CLEAN OUT. NOTES: 1. CONCRETE SHALL BE 5000 PSI. 2.CONCRETE SHALL NOI CONTACT BOLTS OR ENDS OF MEvCHANICAL JOINT FITTINGS. 3.TRENCHES SHALL COhIFORM TO STANDARD DETAIL 15/I;328 4.SEE STANDARD THRUST BLOCK TABLE, 21 /36 FOR AWEA OF CONCRETE REQUIRED. 5.ALL BENDS AND INTERSECTIONS SHALL HAVE CONCRETE THRi r.'ST BLOCKING THRUST BLOCK AREA STANDARD THRUST BLOCKING VIEWS DETAIL 5 SCALE: NOT TO SCALE 6 I lk PROPOSED 3" SDR35 P FORCE MAIN EXIST. 6" - FORCE MAIN PROPOSED 3" BRASS CHECK VALVE MINIMUM 3000 PSI CONCRETE BLOCKING PROPOSED 6" DIP-45' WYE 1 FLOW -�•- I EXIST. 6" FORCE MAIN 24" —� 6" NOTES: 1. DUCTILE IRON PIPE AND FITTINGS TO BE USED IN CONCRETE BLOCKING. 2. CONTRACTOR TO VERIFY EXISTING FORCE MAIN MATERIAL FM CONNECTION -- PLAN VIEW DETAIL r3 SCALE: NOT TO SCALE 6 REACTION BEARING AREAS FOR HORIZONTAL SEWER FORCE MAIN BENDS BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET) 'IF OOP` ya Q`' ?® ��p v0�\c� v10GOP G®��GNY°°° 43O�� o��o` s' 1 22 1 z 1 2 2 13 1 45 191 PLi1G 40,213 10 21 25 5 1 5 10 1 41 1 5 .l�SZTL�; REAC110N BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTWAL, PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90' TO THE THRUST VECTOR. USE (;--W BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFM FACTOR THRUST BLOCKING DESIGN QUANTITY TABLE DETAIL r6 SCALE: NOT TO SCAI..E 6 -) R i O V 0 z to w � o 0 N O b m CYO � z p U O W a v CL 27 I s h