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HomeMy WebLinkAboutC401 UTILITY PLAN ENLARGEMENTI� CITY OF STATESVIL VICINITY MAP NTS 9�s \ 937 \ 936 1 935 934 933 EX/STING WOODED AREA TO REMAIN J \\\ \ \ \ 6,7 \ 1 \ 9�,b \ l PIN.•4724571621 STATE OF NORTH CAROLINA DB 1062 PG 1527 (ZONED: CU -6 9-5) / Q VACANT tz REBAR l ^,) J / i FOUND- \ N04440 53 "E \ / 784.85' , / / / / i �M`7_ -�77�� �\ / 8' TYPE A /BUFFER / 10' REAR SETBACK/ T / - �- /- - - - 933 935 FES 34 -937 937 / i / / 940- / EXISTING WOODED AREA TO REMAIN to / FUTURE PRIVATE SEWER MAIN TO FUTURE / / / / / o,`C� / / / 957 / ' DEVE� PMENT (NIC) -942�g56 / / / / 941 / / s / FES 35 FES 3 FES 31 �' / / MH ss / 2' STAND-OFF mss / 43 933 �h/ / / / DISTANCE (TYP.) / DI 3 PROPOSED SANITARY SEWER SCHEDULE STRUCTURE # RIM ELEV. �y INVERT OUT OUTLET PIPE CO 1 - - F� 60 LF, 4" PVC @1.72% CO 2 �9 - 941.50 100 LF, 4" PVC ©1.04% CO 3 - - 940.50 77 LF, 4" PVC @7.60% CO 4 - - 935.21 53 LF, 6" PVC ®1.20% CO 5 - - 934.65 I� CITY OF STATESVIL VICINITY MAP NTS 9�s \ 937 \ 936 1 935 934 933 EX/STING WOODED AREA TO REMAIN J \\\ \ \ \ 6,7 \ 1 \ 9�,b \ l PIN.•4724571621 STATE OF NORTH CAROLINA DB 1062 PG 1527 (ZONED: CU -6 9-5) / Q VACANT tz REBAR l ^,) J / i FOUND- \ N04440 53 "E \ / 784.85' , / / / / i �M`7_ -�77�� �\ / 8' TYPE A /BUFFER / 10' REAR SETBACK/ T / - �- /- - - - 933 935 FES 34 -937 937 / i / / 940- / EXISTING WOODED AREA TO REMAIN to / FUTURE PRIVATE SEWER MAIN TO FUTURE / / / / / o,`C� / / / 957 / ' DEVE� PMENT (NIC) -942�g56 / / / / 941 / / s / FES 35 FES 3 FES 31 �' / / MH ss / 2' STAND-OFF mss / 43 933 �h/ / / / DISTANCE (TYP.) / DI 3 PROPOSED SANITARY SEWER SCHEDULE STRUCTURE # RIM ELEV. INVERT IN INVERT OUT OUTLET PIPE CO 1 - - 941.50 60 LF, 4" PVC @1.72% CO 2 - - 941.50 100 LF, 4" PVC ©1.04% CO 3 - - 940.50 77 LF, 4" PVC @7.60% CO 4 - - 935.21 53 LF, 6" PVC ®1.20% CO 5 - - 934.65 66 LF, 6" PVC @1.20% CO 6 - - 941.50 72 LF, 4" PVC ©12.28% UTILITY NOTES 1. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODE REQUIREMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (STORM DRAINAGE, ELECTRIC, GAS, TELEPHONE, ETC.) PRIOR TO CONSTRUCTION. INFORMATION SHOWN ON TH15 PLAN 15 FOR REFERENCE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IMMEDIATELY IF ANY D15CREPANCIE6 BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND. 4. MINIMUM COVER FOR ALL SANITARY SEWER MAINS SHALL BE 3'-0". DUCTILE IRON PIPE WILL BE 5UB5TITUTED WHEN MINIMUM COVER CAN NOT BE MAINTAINED. / �� / / / / / // / / / EX/STING WOODED 5. THE STANDARD DEPTH OF COVER FOR WATER MAINS SHALL BE 3'-0" MIN. EXCEPT AT VALVE 9- 1436 ��� / / o / / / / / / / / / / OR HYDRANT LOCATIONS, OR OTHER SPECIAL CONDITIONS. l / / / - - ,/ / AREA TO REMAIN l / / // 6. THE CONNECTION TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY AFTER ALL ,CI 12 _ _ �t2 / / _ 1 PRESSURE TESTING AND CHLORINATION ARE SUCCESSFULLY COMPLETED AND THE LOCAL / J / 9 REVIEW AUTHORITY HAS APPROVED THE CONNECTION. THE CONTRACTOR SHALL AVOID 94 / I/ / 14 / / D15RUPTION OF EXISTING SERVICE. 3 / m / J / 1 / l l 7. REFER TO PLUMBING DRAWING 5ERIE5 FOR THE LOCATION OF WATER AND SANITARY SEWER \ CI 2 I / PUTU RE SERVICE CONNECTIONS AT THE BUILDING. EXPAN6 ON/ /` 1 \ 8. UNLE56 OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE 51TE UTILITY LINES AND 940 �IN / / / 9.44 / / / / / / I / THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE 51TE UTILITY CO CONTRACTOR. o \ \ '°� / I / \% / / / Hca / I 9. PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED. � / / i i 10. IF WATER LINE CROSSES OVER SANITARY SEWER WITH LE66 THAN 18 INCHES VERTICAL GENERATOR - - - /V UG U / T U I I / CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER CR055E5 UNDER F6D E CR0661NG I I E DI 4 / T / I I I THE SEWER REGARDLE55 OF CLEARANCE, BOTH PIPES SHALL BE DUCTILE IRON 10' EACH \ \ / - c, za I J J I 1 J T / I h I I I SIDE. IF WATER LINE RUNS PARALLEL TO SEWER LINE WITH LE66 THAN 18" VERTICAL \ \ STAFF PARKING INV.=933.99 / _, I / / I , INV.=938.11 I GENERATOR"� r / / / /UP I 1 I I CLEARANCE AND LE66 THAN 10 SIDE CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON. 1 \ 9kl\ 2 SANITARY SEWER 9 / / (58 SPACES) CO 5 PROPOSED GA6 METER 1 I / 36'� -/ i C 3 - BY GAS COMPANY / 11. IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE, I 1 \ C503 MANHOLE (TYP.) / _ CLA55 350 WORKING PRESSURE WITH GA5KETED JOINTS, 10' EACH 51DE OF WATER MAIN. \ vGUGE UGE UG942 UGE UGE - �� / / / I o0 I \ G G G G - G G c / g / / / I I I I I 12. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE \ / OUT5IDE DROP SANITARY 6 / TRANS. / DEPT. CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE PRIVATE SANITARY SEWER MAIN (6EE SEWER MANHOLE C503 r / ELECTRICAL AND TELE. I 1 SUPPLY LINE BETWEEN ANY WATER METER AND ITS CITY OF 5TATESVILLE REQUIRED BACKFLOW SHEET C402 FOR PLAN 6 PROFILE) \ PIPE CR09SING l / / / / / / LINES (6EE ELECT. DWG6.) I 1 I PREVENTER. \ \ 56 INV. =931.3 943 / " / / / / I I I El El 61) INV.=935.41 G - / / I / / I I 13. EACH REQUIRED BPA 15 REQUIRED TO BE TESTED BY A CITY OF STATESVILLE APPROVED EASEMENT w C 16 / H I I / I ` 1 I CERTIFIED TESTER PRIOR TO PLACING THE WATER 5Y5TEM IN SERVICE. ��"i It 1 I PROPOS�60 ��o �g42� o \ ^01 1�� o� o{1 it o o / m, / / // / / \ I I I I 14. 5EE DRAWING E702 FOR BUILDING GROUNDING REQUIREMENTS. CI 26 ,n r MH 13 o I CI 14 ,I CI 15T / N / NLo \�' 232.00 - LF / _9Q2 / / \ SSMH 4 \ \ g� 8" PVC ®1.200 1 SSMH 5 / / I I U I 1 \ o �°' / 1 °' \ \ - 94 I / / I DI 5 I \ -942 Of FT -1 'S- o u I \ F" i PIPE CRO661NG - 66 INV.=932.8 -941 / DI 18.�� ti \ K) � RD INV. -942.1 / / 6 PVC - = - - - _ - - _ - - - - - _ __; o I D16 EXISTING WOODED 943 \ \ I \ (C900) ° o o = ° ° °� o 8 \ / / 944 / I / I / / AREA TO REMAIN ° p ° / o p ° i ° o o o � ° � •� p s ° . o I CLEANOUT � / REBAR FOUND - ° 'C06 / ° /'� o ° ��Co 2w t ---D f� RD R D �R - ° . °7 A I I 1941PVC SHUT OFF VALVE r M �1 - °� / L - 1 \ \ /III\ / " REDUCED PRE65URE BACKFLOW W .o / S � AC � I 1 v � \ \ S7 PREVENTER IN AN IN6ULATED ENCL06URE - ROPOSE 5 � „� 61TE UTILITY CONTRACTOR TO " - o JI CI 20 � 6TU6 2 FIRE LINE6 UP 1' G . / . I I ABOVE FINIOHED FLOOR AND CAP O �D i �� R J\� I _ WITH BLIND FLANGE 0 -EE Z/ I D17 \ \ �- �, 0 1 1 1 9S2 \ �--_ - ►, Z E 945 0 . ��Ex z I 1 0) -- _ DRAWING FP101 FOR LOCATION6. o o o D< \ W_ Z 0 m moo. �� on ® X \ _ 1 I ci u n -- 7 7oLl E LL LU IH� M,a Fab t3 .� o .] �� 9153 \ /� _ ` e \� �x 3I 10 I \ 9so \ --� U- LU TEE ` 411 PVC 9R \ \ \ EXISTING WOODED AREA TO \ - - - ° o ° ° • - - - - - - - 9Ri9 \ - - - IRRIGATIONS REMAIN DW ° / \ I 6 PVC (C900) o o° 6LEEVE6. 5EE m - p o FIRE LINE6HEET C201 BFP o -`945- 6 945 P/N.4724571621 - ILI STATE OF NORTH VAN HC DI \ CAROLINA F" DRIP IRRIGATION MAIN. 6EE �� wom �" °�'`X/1_-954/ - - -DB 1062 PG 1527 - - - _ - LAND6CAPE PLAN C401 m 40L (ZONED.- CU -6 8-5) v 0�` � � � o o / TAFF/ VIS R PARKING �- I VACANT p 4 FIRE DEPT. /SPACES)- - - - 1 / /��. �_ o41 / (40 - - - - 0503 CONNECTIONCD �c 944 944 _ - - - - - LISSETH WILLIAMS 3 FIRE HYDRANT W/6" e J 7_1_7 - - - EX/STING WOODED CI 21 C503 GATE VALVE (TYP.) / i- DOMEOTIC - - L I _ _ - - AREA TO REMAIN 40 PG 2094 i / - 3° PVC (OCH 40) PVC p� / ' \ FUtURE - I WATER LINE y� g / FUTURE I _ - - _ - - - _ __ - - - - - - � / _+ - I - � PARKING I � - o 6" GATE VALVE / / EXPANSION I I I f I --r- I 1 L --- DI9 -950 / _-- 951 RECOMMENDED ALIGNMENT OF PROP.- - - - - - - - - - \ „� F _ �F F \ 6" PVC (C900) 943 I - - \ �- 949 I ELECTRICAL 6ERVICE. CONTRACTOR TO - -g46- - / PROVIDE 4" CONDUIT (W/6TRING) FROM DI 22 �\ - a \ - - - - - to / --_..948-•• --- -_ TRANOFORMER TO POLE AT LEAOT V DEEP. / \- FIH �^ - - - - - - - - - - - - - - CITY ELECTRIC DEPT. TO PULL LINE 91.1 \ i 8"x8" x6" 943 TEE (TYP.) / DI 24 - - - - _ - - - - - _L_• � - � -\ \ / / �/, I RECOMMENDED ALIGNMENT OF / PROP. GAO MAIN TO BE �p� - / � � � 94� - - - \ \ \ \ 01/ CON6TRUCTED BY THE G06 CO. 1 _ CI 23 5 CONCRETE THRUOT / 9 a 949 946 - I --I �c3 C503 BLOCK (TYP.) \ 950 i� � _ _ I / FIRE LINE I 9 - f 946 --\9�� 946 / / / / / // I/ I / 1 s 44 _ _ _ / � / ,/ / / / / \- `947• � - '' /m �rh ' yUJ % °� - - 944Di 25 1 BERM (TOPSOIL/ // \ U NSU ITABLE 601L) 943 950 3" REDUCED PRESSURE BACKFLOW PREVENTION T l 1 \- II 8" DOUBLE CHECK VALVE A66EMBLY INSTALLED ABOVE GRO NU A66EMBLY IN6TALLED ABOVE GROUND WITHIN AC503 w C503 WITHIN A HEATED INSULATED ENCLOSURE PER CITY OF�9 945 HEATED, INSULATED ENCLOSURE PER CITY OF 9 1 \ w 3 6TATE6VILLE PUBLIC WORKS REQ. ENCLOSURE TO HAVE DRAIN - - 4� �` \BERM (TOP501L/ I °j �n I 6TATE6VILLE PUBLIC WORK6 REQ. ENCLOSURE TO �6 _ _ PORTS FOR DISCHARGE WATER PER CITY OF STATESVILLE PUBLIC H 3 947 / UNSUITABLE 501L) HAVE DRAIN PORTS FOR DISCHARGE WATER PER --WORK5 WATER REQ. INSTALL TAMPER 6WITCHE6 ON 064Y VALVES. 949_946-. 1 `\ CITY OF 6TATEOVILLE PUBLIC WORK6 REQ. HEATER HEATER 6HALL BE UL LISTED, THERM06TATICALLY CONTROLLED /I ' BERM (TOPSOIL/ 91 6HALL BE UL LISTED, THERM06TATICALLY 1000 WATT, 120 VOLT, 60 HZ. \ 950 Cb 25 FRONT SETBACK �V, + -I CONTROLLED 1000 WATT, 120 VOLT, 60 HZ. �NSIZLTA�.LE �Qll_)- /.L � l I 3° DOMESTIC WATER METER SET _ � � 948 -\ 947 948 \ \I BY CITY IN WATER METER BOX - - 3 MH 28 E / 946 \ \ o PROVIDED AND INSTALLED BY w - '945 945 FES 38 I E E � � � E E E E ESE � E E E E I LICENSED UTILITY CONTRACTOR -RF-_ _ _ _ - �Q - / - - - - - - - 944 - - - - ca"� �^PROPOSED R W - off/u off/u off/u /u off/u a nH�u o ��� � off/u off/u, off off/u H/u /u off i off/� �H/u off/u off/u off/u oH/ off/u off/u DoH/u o off off u �� o �oH�tr- WV to eFF 9 TPED 44 945 = - -� - FES 39 w w fi _ - - w 4aSES 33_ w w` - - - � w w - w - - FES 37 ua---mow w w -w 945 _ w - _ g47- - - - > > � v N- - w -W w w w w w w w INV -941.3 �`°� c�-------- -E EBP -T - T -946T ---�_ _- T - � loo �' �5 �oo 1h - - _ -944 g EXIST. PROPERTY LINE/ - 504' dm 944 CP"7N A MENT - -- - - EX. EDP 946 9sr, G Gc- c c CII G TEM-REBAR FOUND EASTg 8°x12TAPPING SLEEVE VALVE SIDE OF BRISTOL DRIVE C503 BY LICENSED UTILITY CONTRACTOR BRISTOL DRIVE -SR 1358 IN1,1-942.4 , ELEV.- 948.96 IN -940.9 I W 4I W OI N.•747671.22 Y:\charlotte\17000100S\17000142.00_Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 UTILITY.dwg, C401 UTILITY PLAN ENLARGEMENT, 5/22/2017 11:19:30 AM LEGEND I EXISTING SIGN EIP EXISTING IRON PIN ' EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING UTILITY POLE R/W RIGHT-OF-WAY EXISTING FIRE HYDRANT tF" PROPOSED FIRE HYDRANT Y PROPOSED FIRE DEPT. CONNECTION 0 W EXISTING WATER VALVE N PROPOSED WATER VALVE N PROPOSED CHECK VALVE ® PROPOSED POST INDICATOR VALVE ®WM EXISTING WATER METER ■ PROPOSED WATER METER BFP PROPOSED BACKFLOW PREVENTER OS EXISTING SEWER MANHOLE SSMH I • PROPOSED SEWER MANHOLE o o EXISTING CLEANOUT 0co PROPOSED CLEANOUT ❑ EXISTING DRAINAGE STRUCTURE DI I ■ PROPOSED DRAINAGE STRUCTURE &cV EXISTING GAS VALVE ®cM EXISTING GAS METER EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER -- PROPERTY LINE -x -x -x- EXISTING FENCE UGE EXISTING UNDERGROUND ELECTRIC LINE OH/U-- EXISTING OVERHEAD ELECTRIC LINE EXISTING UNDERGROUND TELEPHONE LINE SS EXISTING SANITARY SEWER LINE S5- PROPOSED SANITARY SEWER LINE W EXISTING WATER LINE DW PROPOSED DOMESTIC WATER LINE F PROPOSED FIRE WATER LINE EXISTING CONTOUR LINE XXX PROPOSED CONTOUR LINE _ EXISTING STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE PIPE EXISTING GAS LINE G PROPOSED GAS LINE 0 EXISTING STORM MANHOLE MI•`I 10 PROPOSED STORM MANHOLE I(NO RECORDED R/W FOUND) _ _ E•142651J..8s FW4 8 3"x12" TAPPING 6LEEV � VALVE (NO - - C503 BY LICENSED UTILITY CONTRACTOR - - - - - - - - - . -- -- -- Know what's below. I I Call before you dig. I NORTH 30 0 15 30 60 SCALE: 1 " =30' adw • environments life architecture planning interiors 2815 coliseum centre drive, suite 500 charlotte, north Carolina 28217 t] 704 379 1919 f] 704 379 1920 www.adwarchitects.com EDIFICE GENERAL CONTRACTORS CONTACT: DAVID SALEEBY 349 NORTH CENTER ST. STATESVILLE NC 28677 704-878-3035 benesch Alfred Benesch & Company 2320 West Morehead Street Charlotte, INC 28208 www.benesch.com 704.521.9880 Corp. NC License: F-1320 Project #17.000142 New Facility For zEDELL COUNTY PUBLIC SAFETY CENTER 404 Bristol Drive Statesville, NC SITE PLAN REVIEW CONSTRUCTION DOCUMENTS UTILITY PLAN ENLARGEMENT DATE 5.22.2017 PROJECT NO 16029 REVISIONS NO DATE DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW ARCHITECTS, PA. 04g�� •�*ti6 ABY 0 A P5®®l+9 q 0C' elu. , 15471 o SEAL V/21 I , SHEET NUMBER