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HomeMy WebLinkAboutsp pg 7�0 SITE VICINITY MAP I NTS UTILITY KEYNOTES: FLOOD NOTE SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE'X "AS DEFINED BY HUD F.I.R,M. COMMUNITYPANEL NUMBER 3710958400:1, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006. O1 1 -1/2" DOMESTIC WATER METER, CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EXISTING WATER / SERVICE STUB PRIOR ANY CONSTRUCTION AND COORDINATE WITH COUNTY. O2ASPHALT 1 i/2" DOMESTIC REDUCE PRESSURE BACKFLOW PREVENTER IN ABOVE GROUND HOTBOX, / CONTRACTOR SHALL COORDINATE WITH COUNTY. O3 1 112" DOMESTIC WATER SERVICE, CONTRACTOR SHALL COORDINATE WITH CITY. - O4 4" PVC SANITARY SEWER LINE AT 114 -PER LF SLOPE MINIMUM, CONTRACTOR SHALL COORDINATE WITH COUNTY. O5 CONNECT TO EXISTING 1 -1/2" WATER SERVICE STUB (PER DEVELOPER PLANS), CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION PRIOR TO ANY CONSTRUCTION AND COORDINATE WITH COUNTY. O6 SANITARY SEWER CLEANOUT, SEE DETAIL SHEET. LOT 3 PROPERTY OF HMS KIDS, INC. PLAT BOOK 2010, PA GE 735 O7 TRAFFIC RATED SANITARY SEWER CLEANOUT, SEE DETAIL SHEET. N/F TRI -ARC FOOD SYSTEMS, INC. 06 EXISTING FIRE HYDRANT. DEED BOOK 2799, PAGE 213 2 �J O9 TRANSFORMER PAD, CONTRACTOR SHALL COORDINATE LOCATION AND SIZE t5 WITH ELECTRIC UTILITY. 0� U� 10 1500 GALLON GREASE TRAP, CONTRACTOR SHALL COORDINATE WITH COUNTYAND MANUFACTURER. 00 11 1 " IRRIGATION WATER METER, CONTRACTOR SHALL COORDINATE WITH IRRIGATION CONTRACTOR AND COUNTY. 12 1 " IRRIGATION BACKFLOW PREVENTER IN ABOVE GROUND HOTBOX, CONTRACTOR SHALL COORDINATE WITH COUNTY. TELEPHONE PEDESTAL J 13 POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN. (typ.) O ELECTRIC 14 COORDINATE IRRIGATION CONNECTION WITH IRRIGATION CONTRACTOR & COUNTY. METER C.B. UTILITY 15 UNDERGROUND ELECTRIC SERVICE, CONTRACTOR SHALL COORDINATE WITH ELECTRIC TIC = 367.61' POLE UTILITY. •• °� 16 OD UNDERGROUND TELEPHONE SERVICE, CONTRACTOR SHALL COORDINATE WITH " DMH RIM = 367.50' TELEPHONE COMPANY. 17 GAS SERVICE, CONTRACTOR SHALL COORDINATE WITH GAS COMPANY. 18 CONNECT TO EXISTING SANITARY SEWER SERVICE STUB WITH CLEANOUT, CONTRACTOR +G.FAQI�q�/,•,' SHALL FIELD VERIFYSIZE, LOCATIONAND ELEVATION OF EXISTING SANITARYSEWER y J PRIOR TO ANY CONSTRUCTION TO ENSURE MINIMUM PIPE SLOPE, COVER AND CLEARANCES CAN BE ACHIEVED AND COORDINATE WITH COUNTY. j OJ DMH RIM = 367.23' (d), e,/ 5 v J 0 //1 � sy 5 UTILITY LEGEND - Ou - OVERHEAD UTILITIES • SEWER CLEAN OUT SANITARY SEWER Y FIRE HYDRANT ASSEMBLY - uE - UNDERGROUND ELECTRIC Q SANITARY SEWER MANHOLE - T - TELEPHONE LINE 00 POLE MOUNTED AREA LIGHT - G - GAS LINE 0 WATER METER - w - WATER LINE © BACKFLOW PREVENTER IRRIGATION SLEEVE i SIAMESE CONNECTION -- - -____ (2)4" PVC, COORDINATE WITH IRRIGATION CONTRACTOR H WATER VALVE f UTILITYPOLE m GREASE TRAP SA�i\4 SMH '4ys? RIM = 367.83' -\ 111 INV. IN (E) = 362.83' INV. OUT (W) = 362.58' Q, �y u OJ of 3 7 4 DB \ L. DI \ RIM = 367.05' \ \ INV. IN (W) = 363.50' \ INV. OUT (N) = 363.05' \ UTILITY POLE / C.B." TIC = 367.84' U7 O r DMH �h RIM = 367.04' COULD NOT ACCESS) "NO U TURN" SIGN UTILITY NOTES: IN 15 "RCP TRAFFIC + RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS . `' , SIGNAL BOX ROAD RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN �L (NP') ROAD HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF '9�Qj9e ,oq /�T VN THE APPROPRIATE UTILITY COMPANY. 2. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE Z I ` Ty UTILITY OWNERS, ALL FEES SHALL BE THE RESPONSIBILITY OF DEVELOPER. O 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION ~ .. a y-9 C T6p AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO Z ELECTRIC \ 904Y ���; \ <T,pO �x G,S,� ��N�c GROUND BREAKING. W BOX iy F�O,G� . '9OJ O'C/y 4. NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL O ZA . I '9 CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED Lij 1, 0T' ��' WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 5. ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVEA MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD UTILITIES. TRAFFIC 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND /OR APPROVALS NECESSARY OL � \, SIGNAL BOX FORANYWORKIN ROADWAY OR RIGHT -OF -WAY. LL Op9T /p 7. ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL -C ONCRETE �pG 0� (BLAND " ` °: ,. DETAIL SHOWN ON THESE PLANS. RN < h \\ �q�, `\ \ • +' , O •+ 8. MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON `pG FRS/ 2L \ \\ `� "DO NOT ENTER" THESE PLANS. 'I' AND "STOP" SIGN 9. ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BESET TO FINISH GRADE AFTER PAVING. + \\ , 10. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH GTiY�Ti`pL ��`� OSHA. o&. OSHA. "DO NOT ENTER" J ^/ 11. THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BEAS FOLLOWS: 1) 114%FT FOR 4" ` I ` DMH AND "STOP" SIGN LINES AND 2) 118 -IFT FOR 6" LINES. CLEANOUTS SHALL BE PLACED AT 75' INTERVALS. I Q N, RIM = 361.72' 12. ALL WATERLINES SHALL HAVEA FINAL COVER DEPTH OF 3 =0" IN NON - TRAFFIC AREAS AND •�I'Tw Z \ 20' SANITARY \\ `N INV. IN (NW) = 358.22' (� ,\ \�`��.\ 'sy `�`�� �• SEWER EASEMENT \ `� . 4' -0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE. INV. IN (S) = 358.47' P h B.O.M. 2012, OLD .\ INV. OUT (SE) = 357.72' PGS. 150 -153 \ \ {/ �\ \ 13. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4' -0" IN NON - TRAFFIC AREAS AND 5' -0" Lu r MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 4 "SANITARY SEWER \ \ ��5 �\`� , H \\ \\ ... \ 14. SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO RM; THEN PVC SCH. 40 TO BUILDING. FORCE MAIN (PER \ ty ~ W W N U WATER SERVICE SHALL BE TYPE "IC" COPPER. DEVELOPER'S PLANS) \ DBL. Dl `�\ ` RIM = 361.' ` ` u 66 `� 15. CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN, CONTRACTOR TO COORDINATE WITH FIRE HYDRANT (TYP.) \ INV. OUT= 358.71' ` N\ SITE TBM ON FLANGE CABLE COMPANY FOR CABLE SERVICE. BOLT UNDER SET SORE W �_ / `�` \ \ \p ELEV. = 363.85' 8 `: j \ �.;� 16. EXISTING MANHOLES SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS. P 11 (NAND 88) ` \ TDB` ` wv WATER \ O VALVE 17. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, � 6 ,� \ `� PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, IRRIGATION �`. i \\ lq-�'l\ HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION ,CONTROL VALVE / \ `: ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. 18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, .o pYl P EQUIPMENT, ETC., THAT MAY BE REQUIRED. N EB 0 MASaq 19. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL Z_ S. 1 1 / e N•1, ACCEPTANCE OF SYSTEMS BY OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS p w 111 OG \ BEEN INSTALLED UNDER THIS CONTRACT. 20. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION U 2 MEANS /METHODS ASSOCIA TED WITH THE PROJECT AS SET FORTH IN THESE PLANS 1 1 / WATER G O VAULT 21. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR LIGHT ,/ i / /CONCRETE PAD EXCAVATIONS FINAL RULE 29CFR PART 1926, SUBPART -P-APPLIES TO ALL EXCAVATIONS w = 1 POLE / / I / / O EXCEEDING 5 FEET IN DEPTH. 1 (tYp') O u V 11 i / \ 22. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH 1 SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 23. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVEANYCLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. l 24. CONTRACTOR SHALL MAINTAIN AN AS- BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE C� / ,(�,/ i j •� / / OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 25. ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP. 26. ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 8" IN DIAMETER OR SMALLER SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE. J Q M Q14 i / 2p MINIMUM SLOPES ON SANITARY SEWER SERVICES: 4" - 1/4%FT, 6 '- 1/8%FT. Q / ' g' . 13 // J<G`� i / 27. BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "K" HARD DRAWN COPPER TUBING O fi A'o ,r,P 10 / j r�l / WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY 1• a �- I Q.O j / 14 S / PURPOSE ON THIS PROJECT, WHERE PIPING IS REQUIRED TO RUN BELOW BUILDING SLAB, IT Q O X04 �,t0 i , �v�Q`Y SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB. 5 uj Co AR- i 28. WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFYLOCATIONS PRIOR TO Q cy PUBLIC UTILITY AND BEGINNING WATER PIPE INSTALLATION. I� CO STORM WATER z ,•� / j +Q i / ACCESS EASEMENT 29. WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS Z O W O BOOK OF MAPS 2012, PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION. W W `-- \p PAGES 150 -153 30. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL "AT 800 - 632 -4949 AT LEAST 48 Z Z � ~ a J '° / / / CV / / HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. O ' O6 CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR 15 SERVICES INDEPENDENTLY. / 31. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY PUBLIC �Cj, / / UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS. 20' SANITARY SEWER EASEMEN % % ! / / // 32. SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN BOOK OF MA 5 2Df2•, PAOES•15 Q�, / LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN U p A� / CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. Q Z W ® / / / i / �/ QV / QJ / LOT 2 33. SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART. CLEAN OUTS O CJ7 Q?/ 5? / LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RATED CONSTRUCTION. z (' NORTHGATE SUBDIVISION W W / 2 n� % j f� P� �O� / PLAT BOOK 2011, PAGE 641 34. CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH O (' ~ N/F THE HARNETT COUNTY STANDARDS, INCLUDING: CORE DRILL FOR OPENING INTO MANHOLE = 14 .. RALPH HUFF HOLDINGS, LLC AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL C/) 12 / ` 5 / / / PATCH PAVEMENT WITH A SECTION TO MATCH EXISTING PAVEMENT: 3" I -2, 8 "ABC OR BETTER. Q co / i QQ i J / PLAT BOOK 2012, PAGE 150 u- Z NN 13 LOT NORTHGATE SUBDIVISION *�� PLAT BOOK 2011, PAGE 641 1 20.0' NIF ELMWOOD HOLDINGS, LLC 1 PLAT BOOK 2012, PAGE 150 20' DRAINAGE EASEMENT I I BOOK OF MAPS 2012, PAGES 150 3 I II ' I' C.B. (UNDER CONSTRUCTION) 1 TOP OF BLOCK = 357.26' 1 II INV. OUT= 352.26' SMH RIM = 357.85' INV. OUT = 347.65' t j j cAi 1 11 II I WATER METER (EM P Ty) I 1 i I IL 20' SANITARY SEWEREASEMENT BOOK OF MAPS 2012, PAGES 150 -153 35. RELATION OF WATER MAINS TO SEWERS: rT A. LATERAL SEPARATION OF SEWER AND WATER MAINS., WATER MAINS SHALL BE LAID AT � LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL = Z C J CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: a 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM ` OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE WATER MAIN ` LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE ® = SEWER. J 8. CROSSING A WATER MAIN OVER A SEWER MAIN: tom' WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER / TM A MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT / PO / i OJ / LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR LE / (tl'LE BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION- IN WHICH CASE BOTH THE WATER / rJ / T FERROUS HAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR ADISTANCE OF110 F ET S ON EACH SIDE OFTHE POINT OF CROSSING. M C. CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH w JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. FIRE HYDRANT ,�` A '• 'IT E,D / //i , D WHENEVER�T SEWER LINE OVER OR UNDER A S NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE s F / SITE TBM ON FLANGE / ( BOLT UNDER SETSCREW \PI' '••" SIG e" = C� •. T2 : SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE ELEV = 359.83' �q4""6 CORp�I 'y� i _ q NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 /NCH CLEAR (NAND 88) •� {�` '>�•, r _ S ERL s SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT 26411 �. LEAST 5FEET ON EITHER SIDE OF THE CROSSING. �' q PROJECT NO. BRI -1301 =d air: cv i0%. ; .p Z 2e,' 2 % C� 0� �/ 36. UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR `. �9�Fo'47H, CP�QO .. �'op�C '�G I NE`'� -�: LANDSCAPE AREAS WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON FILENAME: BRI1301 -UP SEWER /G GP �` ' >.%y••••'•• �G�.`` THESE PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE �CLEANOUT NORTH ' "'+.,,;;; + "`�• VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR DRAWN BN JWR (typ,) S'S / ` 11111111111 ALL CONDUIT CROSSING UNDER PAVED AREAS. \ \/ SALE: 1 „ =20' GRAPHIC SCALE 37. SEE ELECTRICAL_ SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICE. DATE: 03 -2013 zo 0 fo 20 40 INN� �i y �� 38. TRANSFORMER BY ELECTRIC COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD. REFER TO `P ` ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION. SHEET NO. 1 inch = 20 ft. L. �