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HomeMy WebLinkAboutSDP202100038 Plan - Revision 2023-04-06x' 15' DOMINION ENERGY EASEMENT � \ \ MOO �n 360 RF 355 + \HIV DOMINION UNDERGROUND 350 + 4 POWER DUCTBANK, Qy 2 SEE NOTE 2 TYPICAL PAVEMENT JUNCTION, TYP. UNDERGROUND + / 2' MEDIAN, TYP. OF ++ + COMM. LINE, + �P. 30' ACCESS EASEMENT / // \ \ + 1r• �\\ ROAD MARKINGS, TYP. + �� + + + CN DB 342-197 / `� o + + xi \ + \ CUR\\ UTTER, + CURB INLET, TYP. + / !TOP:328.50' + SHOP \� \ C-32-0530 } + + INV (1M): 319.10' / ILDIN INV OUT: 319.00' + / ASPHALT PAVEMENT, TYP. 325 C-32-0552 +M NOTES: 1. CONTRACTOR SHALL ENSURE THAT PLANT ACCESS ROADS ^� AND SEPTAGE RECEIVING PITS ARE ACCESSIBLE TO TRAFFIC AT ALL TIMES. . 2. FINAL ALIGNMENT AND DESIGN OF UNDERGROUND POWER �335-_ DUCTBANK AND OVERHEAD POWER LINES WILL BE DETERMINED BY DOMINION ENERGY. GATE A: DUAL SWING GATE CHAIN LINK FENCE, TYP. / SECONDARY DIGESTER C-32- 500 M LIGHT POLE, TYP. OF 3 \\\ YARDINLET PROTECTION, TYP. C-31-0412 �\ SLUDGE STORAGE GATE B: SLIDE GATE E + . GG. 9 + + + RGROUND +N + + '':; :•_'�.:r ''., f \+ + S + INV OUT: 320.50' UN . ELECTRIC JUNCTION BOX CONDUIT, TYP. STOP BAR, TYP. \I + +i'J+ C \\` + �� �` + + / + + o+ o 12" SD 2" MILL AND OVERLAY + + + +C + + 2 4' PEDESTRIAN GATE, 1'3 DOGHOUSE CURB INLET TYP. OF 4 TOP:330.00' �2F k INV (NE): 313. 0' / + QUO�T + i INV OUT: 313.00' / SILT FENCE, TYP. $ 1 I + + ++ + i ++ + �2 DUTY C-31-0400 —100 100 + + 1 + , + STATION / SEPTAGE 100 �- J+- + RECEIVING PITS325. , PLANT ACCESS ROADS, / SEE NOTE 1 , / 100 SEE NOTE 1 04- 320 100YR \ 320 321 322 323 32q 3?S 26 OOYR 00,E --A 31g , PUMP STATION �30 TO BE I REPLACED BYNG DDOMIN DOPOWER MINION I DOMINION UNDERGROUND POWER DUCTBANK AND OVERHEAD LINES, SEE NOTE 2 329 _ MOORES CREEK _ _ 32aIte ti �...\��. 327�00�P 06 / S 20 N \ I \ O 308 309 310 311 \ � i2�o \ S•o��to i I S 326- � 2� PLAN SCALE: 1" = 20' PROJECT ENGINEER: B. PORTER NOT ISSUED FOR CONSTRUCTION HazenCHARLOTTESVILLE, - HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA27607 LICENSE NO.: C-0381 RIVANNA WATER & SEWER AUTHORITY VIRGINA CIVIL SITE AND GRADING PLAN DATE: DESIGNED BY: A. MARCH HAZENNO.: 31442-018 DRAWN BY: A. MARCH CONTRACT NO.: 1 MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY ENTRANCE IMPROVEMENTS CHECKED BY: M. SANTOWASSO DRAWING NUMBER: C12 IF THIS BAR DOES NOT 0 1/2" 1" MEASURE 1 "THEN DRAWING IS NOT TO FULL SCALE REV ISSUED FOR DATE BY