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HomeMy WebLinkAboutSW6221102_Plansheet C-7 - Site Plan_20221128THE CONTRACTOR SHALL INSTALL NCDOT APPROVED STOP SIGNS LOT 112 E3) E 114 '` I PROPOSED 6" PVC LOT 71 PROPERTY AT ALL STOP CONDITIONS LOT 116 LOT 117 'Q � LOT 115 SDR21 WATER MAIN BOUNDARY a' w 0 0 m W _ V) 0 0 ti w ir x Q N M 0 N N 0 N 0 0 z CD -S 0 a ai J a m 0 0 a J 3 w J U_ 0 0 z Q 1 Q O 3 ty -0 C)a O m i U) U) v o= U cpQ �U) U) 0 ¢m U) N pi J W o= I `so, �9 i 8 I QL68 7C� 3 (2 N0 �Ty s� cn ( s \ w PROPOSED STOP SIGN v s' ' -Q PROPOSED WATER 25 R (TYP.) SERVICE (TYP.) I z I I o I w I o+o I I m PROPOSED 5' CONCRETE SIDEWALK - WITH NCDOT HANDICAP RAMPS LOT 68 (TYP.) WITH TRUNCATED DOMES R/W ----- -- ---- - - - - - - - - - - 51A_U+UU KU_4- - - - - - - - - - - - - - - -- / \ $ 50.00 9+00.00 50.00 10+00.00 10+50.00 1 + 0.00 1+50.00 12+Q0.00 12+ 0.100 13+0 00 13+50.00 1 AcS��o� +00.00 14+50.00 15+00.00 15+50.00 16+00. 16+ 0.00 17+00.00 17+50.00 18+0 .0 +03.54 k HOLDEN LANE PUBLIC 50' R/W �.:._., ---- - R/W45298. - PROPOSED 24'------- PROPOSED -------------.._----- - - - - - - ----- -------5' MIN------- - ASPHALT ROADWAY PROPOSED 6" PVC STORM ( �� �� -- WITH 24" CONCRETE SDR21 WATER MAIN DRAINAGE STA. 9+83 W-4 PROPOSED 10' �'_ 1-1 ` A j'f ROLL CURB. 28' 1- 6" GATE VALVE STA. 9+00 W-4 UTILITY EASEMENT I� �5 lb - ROLL 0+00 W-6 � k BOC + BOC 1- F.H. ASSY STA. 13+96 W-4 48 R 1- 6" X 6" TEE 1- 6" GATE VALVE " A 1- 2" FLUSHING HYDRANT 1- 6X6 TEEL� 1- 2" GATE VALVE 52 46, 1-6", PLUG TAPPED 2" 4s� OT 55 LOT 56 ED 8' ` O LOT 58 LOT 59 LOT 60 LOT 61 LOT 6 LOT 63 LOT 64 LOT 65 LOT. 66 LOT 67 TRANSITION O 0 0 0 0 o a o TO STANDARD CURB AND GUTTER 60' R L_I n i i" 1 C n I i A n i E 0.. 1 A/ A 1455 1435 1119111 Lj � d- ��� + o � ELEV. 4 5.30' to + d PVI STA: 16+59.62 PVI STA: 8+57.85 � PVI E EV: 450.79 PVI EL V: 450.91 < � VI STA: 14+ 3.92 K: 30.00 K: 30.00 to W w PVI ELEV: 4 9.51 LV : 93.03 n PVI I ELEV. 447.0 PVI STA: 13+48.98 LVC• 76. � 8 0 ,i � o . � N N rn co oo vi L.VC: K: 30.00 91.12 PVI ELEV 445.10 00 00 c0 00 rn r + � K: 3126 + + . co W 04 00 l;.i til • N m w + LOW PT EL V: 445.35 > m> iLi w> m W _ a > CJ w c> > m to U > w N ,- w w EXISTING GRADE iii . > 3� -3.5 % m LLJ PROPOSED GRADE z Q _ o` W -0 507. iQ 0 tO 3' MIN. COVER > PROPOSED 2" 000 SDR21 WATER MAIN a Q ------------ � N PROPOSED 6" w z SDR21 WATER MAIN `- LSTA. 9+97 W- _� STA. 9+83 W-4 _ _ 6" GATE VALVE 1- F.H. ASSY. 1- 1- 6" GATE VALVE 1- 2" GATE VALVE 1- 6" X 6" TEE 1- 6" PLUG TAPPED 2" to " 1- 6 1 ENE PROPOSED G ADES r- O N 00 O to O to O co to r- O) d- 00 to d- d to c0 I- 00 (0 V) V 00 (0 K) t.0 I- M to O n O to N .- O c0 O c0 c0 to to L6 to c0 oo O 6 O O N 4 O o Ln d d- d- d d- d- d' It d- rl- d- 1* mot- d- to to to to LO 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 REVISIONS `�Nptl1tN,j�,' I � SYM. DESCRIPTION DATE Aw, "�N•Sof .00 C;4R0��'a,,�� 31- Q M S EngineeringPLLC 150 S. Page Street • Southern Pines, NC 28387• (910) 684-8646. Cert. No. P-2587 '''u����c ihtt- 16+00 17+00 UTILITY IMPROVEMENTS TO SERVE ASHLEY HEIGHTS HOKE COUNTY, NORTH CAROLINA -.f 455 450 445 LOT 66 + 216.55' = SPOT ELEVATION IN FLOW LINE CUL-DE-SAC SPOT ELEVATIONS NTS 454.52' NOTE: 440 ALL WATER AND SEWER SERVICES SHALL BE GROUPED WITHIN 5' FEET OF PROPERTY CORNERS. THE DEVELOPER SHALL COORDINATE WITH OTHER UTILITIES TO BE INSTALLED WITHIN THE PROJECT SO THE INSTALLATIONS DO NOT INTERFERE WITH EACH 435 OTHER AND THE POINT OF CONNECTIONS. NO DRY UTILITIES TRANSFORMERS, PADS, PEDESTALS OR ABOVE GROUND FEATURES SHALL BE PLACED IN FRONT OF AN INSTALLED FIRE HYDRANT. 430 NOTE:15A NCAC 18C .0904 (B) THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE) SCALE: 1" = 50' 50' 0 25' 50' 100' HOLDEN LANE W-4 AUG 2022 PLAN AND PROFILE (2) DAM C-7 FINAL .DRAWINGS NOT RELEASED FOR CONSTRUCTION SHEETNO.