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SW8960815_APPROVED PLANS_20140908
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS 'PERMIT NO. SW8 �1 v 0?3 15 DOC TYPE ❑ CURRENT PERMIT © APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2wl4ogoFr YYYYMMDD I C 2 APPROM NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMIMiSSION CA&J q/glY C kr N yf kw) O ENERGY EFFICIENCY IMPROVEMENTS FIGURE 40' 0 40' 80' ��� % CATLIN En9' ° na FC134 ~' 3a1en081 MARINE CORPS BASE DRAINAGE BASIN MAP 2lm Old n, N Road i Wilmington, He zeape CAMP LEJEUNE, NC I SCALE: 1"=40' (Horiz.) Co poste 4cenrvn No. o Enpb vennp Servkae C-05aS � I A puw ee acaan pe 213089 APRIL 2014 1"=40' JAR JCw M 2 0 I I I I I LG-002_____ ENERGY EFFICIENCY IMPR Pml449B GROUP # 1 SUBMISSION TITLE: PRE -FINAL MARINE CORPS BASE CAMP LEJEUNE, NC i 3 4 no I I I G-004 n F { OVERALL SITE PLAN NO SCALE PLAN NORTH CAt� 9/8/doll P,jAY 0 t 2014 a C' V" WHITING -TURNER cffifF Engineers, PLLC C 3808 Park Avenue Wilmington, NC 28403 NC# P-0506 FOR COMMANDER NAVFAC ACTVTY SATISFACTORY TO DATE DEsMDM IDRWMDMTCHKJHN «PM/DM» BRANCH MANAGER CHIEF ENG/ARCH <<XX>> z > U U) 0oZ� JZ Z J w W W Z Q Nw z U >w W ow cc (LU a �z ~ Z� Uw w z g wL v a U� Of 0 wo U a pC o w wZ `z ZZ� w w w 2 wm J O O Ld m a U a w m U T <> 0 Z M SCALE: AS NOTED EPROJECT NO.: CONSTR. CONTR. NO. NAVFAC DRAWING NO. SHEET -- OF G-001 INFO IBM, u 2 °RANF°lal RENA°Ft 10 2009 I I m I OIL/WATER 2'-6" CONCRETE CURB SYMIZONE REVISIONS DESCRIPTION DATE IAPPROVED N.C. GRID NORTii 0 I MONUMENT C-1 N=332358.00 E= 2507984, 60 TIE TO EXISTING CONCRETE PAVEMENT, TYP, SEE CONTROL / CONTRACTION JOINT, TYP, SEE /*�n� OIL WATER SEPARATOR EXPANSION JOINT, TYP, SEE CONTROL JOI TOP 24.8 IKIV 93 3 "x" IN CONC, SEE FOR JOINT LAYOUT, SEE TRASH BASKET EL 13.00 EL 12.50 EL 12.00 24"0 CMP RI BOTTOM OF POND EL t7.50 CONCRETE BASE CONCRETE TO INVERT OF OUTLET N TS (SEE NOTE 4) TEMPORARY SILT FENCE, SEE /'m EL 10.50 4-#4 BARS EXISTING O WATER FAUCETS • STEEL POSTS +- GROUND SHOTS pp POWER POLE MH MANHOLE LP() LIGHT POLE DI DROP INLET FH FIRE HYDRANT JB JUNCTION BOX GV® GATE VALVE REMOVE 24" RCP & PLUG OPENING IN JB CLASS I RIP RAP EL ±15.00 NEW FLARED END SECTION CATCH BASIN DROP INLET STORM SEWER MANHOLE — — — SILT FENCE EL 12.00 GEOTEXTILE FABRIC DIKE DETAIL 1/2 "=19-0" SURVEYED BY. PARKER & ASSOCIATES MOFFATT do NICI ENGINEERS RALEIGH, N.C. 'ED BY: XHN R. LMIK DIR. NOTES: 1. RIP RAP SHALL CONFORM TO NCDOT STANDARD SPECIFICATION SECTION 868 2. GEOTEXTILE FABRIC SHALL CONFORM TO NCDOT STANDARD SPECIFICATION SECTION 1042-2 3. CORRUGATED METAL PIPE SHALL CONFORM TO NCDOT STANDARD SPECIFICATION SECTION 324 4. RISER PIPE SHALL CONFORM TO NCDOT STANDARD SPECIFICATION SECTION 322 EL 7.50 - 24" 0 RISER, SEE C ct ct 12" 0 CMP ELL BITUMINOUS COATED /- 12" 0 CMP BITUMINOUS COATED (SEE NOTE 3) STUB INTO 12" CMP —6" DIP (DRAIN LINE) INV EL 10.50 BOTTOM OF POND EL 7.50 D RIP RAP DIKE, SEE (SEE NOTES 1 & 2) C1 Ct CLASS I RIP RAP SLOPE LINER ON GEOTEXTILE FABRIC (t60 SY) (SEE NOTES 1 & 2) RETAIN EXISTING SPILLWAY ® EL 14.00 EXISTING RIP RAP OUTLET EL 9.50 �- CLASS I RIP RAP ST(AMWATE tt10 SY) E C E I V E D AUG 191996 PRO,, 5UETC10FIS 0 1 2 4 6 SCALE: 1 /2"=1'-O" 0` 0 25 50 75 Zq GCT yk 5u9�c%5 SCALE: 1 "=25' 4/95 R¢►SSuev Foe., trek,(- `1to8 C1 CONCRETE PAVING AND LOADING RAMPS, FC-120 SITE PLAN F 80091 1 4615827 CONSTR CONTR NO. N62470-87-B-9450 ;ALE NOTED I SPEC 05-87-9450 1 SHEET 2 OF 6 FILENAME: PLOT SCALE: Cl 1=1