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HomeMy WebLinkAboutSW8030720_Plansheet - Proposed Conditions/Site Plan_20210825UNCLASSIFIED 2 3 El 5 P LAN w—w— WATER SERVICE LINE NORTH mtAmn::i�� STORM DRAIN LINE SITE PLAN — uGc — UNDERGROUND COMMUNICATION LINE SCALE = 1:40 EE E ELECTRICAL SERVICE LINE SD EXISTING STORM DRAIN LINE A C)E EXISTING OVERHEAD ELECTRIC I DB EXISTING UNDERGROUND DUCTBANK 40' 0 40' 80, SCALE: 1 "=40' (Horiz.) .............. �016,329.02 (On IE: 2 492,724.91 0� 01 3 01 1 C-508 _j J�_j w I I 8 - �01 __j I 17 0 _j w �­ S �: S , n E E 7'� PARKING SUMMARY 125 VEHICLE PARKING SPACES INCLUDING 1 VAN ACCESSIBLE SPACE AND 4 STANDARD ACCESSIBLE SPACES 5 MOTORCYCLE PARKING SPACES 3 BICYCLE RACKS NOTE: THE EXISTING FEATURES OUTSIDE THE PROJECT LIMITS ARE TAKEN FROM BASE SUPPLIED GIS INFORMATION. ALL UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. NOTES 1. SURFACE PARKING PROVIDES 120 VEHICLE SPACES, 5 ACCESSIBLE SPACES AND 5 MOTORCYCLE SPACES. 2. THREE DOUBLE —SIDED BICYCLE RACKS ARE SHOWN THROUGHOUT THE SITE AROUND THE BUILDING, ACCOMMODATING 5% OF THE APPLIED INSTRUCTION FACILITY FTE. 3. MAINTAIN EXISTING TREES WHERE POSSIBLE. 4. SEE PAVEMENT PLAN FOR PAVEMENT SECTIONS 5. PROJECT SITE IS LOCATED WITHIN A 100—YEAR FLOODPLAIN. BASE FLOOD ELEVATION IS 10.00. 6. REMOVE INACTIVE, ABANDONED CAST IRON WATER MAIN THAT RUNS BESIDE 10" ACTIVE MAIN ALONG HORN RD IF ENCOUNTERED DURING CONSTRUCTION. MUST BE REMOVED WITHIN THE TRENCH AND CAPPED ON BOTH SIDES OF TRENCH. 7. OIL/WATER SEPARATOR WILL NOT CONNECT TO SANITARY SEWER OR STORM; FOR PUMP OUT ONLY. KEY NOTES (DP1312 MARINE CORPS ENGINEERING SCHOOL APPLIED INSTRUCTION FACILITY (MCES FACILITY) BUILDING ENTRANCE PLAZA PLANTING AREA OUTDOOR COVERED LAB SPACE 3,000 GALLON DIESEL JP-8 FUEL, ABOVE —GROUND STORAGE TANK W/ SECURITY FENCE AND PEDESTRIAN GATE (SEE B3/C-505) HAZMAT STORAGE BUILDING COVERED LUMBER STORAGE CONCRETE SLAB (SEE B2/C-504) PARKING LOT BUS DROP—OFF LANE EXISTING SIDEWALK (TYP.) CONIC. WALKWAY (SEE D4/C-504) PEDESTRIAN PATH TO DUMPSTER TRIPLE DUMPSTER PAD WITH FULL ENCLOSURE (SEE B2/C-504) BICYCLE RACKS, (TYP) BENCH (TYP) NEW SIDEWALK EXTENDS TO CONNECT TO EXISTING SIDEWALK ENTRY CONTROLLED VEHICULAR ACCESS LOCKABLE SWING GATE, TYP. (SEE Al /C-502) FLARED END SECTION, TYP. (SEE A3/C-508) PEDESTRIAN CROSS WALKS AT ALL VEHICULAR CROSSINGS, TYP. (SEE B4/C-501) VEHICULAR CONNECTION TO EXISTING PARKING AREA 33' UNOBSTRUCTRED SPACE BOLLARD, TYP. (SEE Al/A-506)) MECHANICAL EQUIPMENT YARD W/ CHILLER, SEE MECH PLANS GRAVEL (SEE D2/C-504) 18" MOWING STRIP EXISTING WATER VALVE MOTORCYCLE PARKING SERVICE TRANSFORMER (SEE ELECTRICAL PLANS) CURB AND GUTTER (TYP) EXISTING FIRE HYDRANT 14' X 28' COVERED BLEACHER CONDENSERS, SEE MECH PLANS HANDICAP ACCESSIBLE PARKING STALL (SEE C2/C-501) HANDICAP ACCESSIBLE PARKING STALL W/ VAN ACCESSIBLE SIGN (SEE C2/C-501) DROP INLET, TYP. (SEE C3/C-508) C I 1 '4 < z "D NAT,," CAR .0z L Gm q -- C SEAL Vff WHTE�114(1, -TuRNER CATLIN uj Engineers and Scientists 220 Old Dairy Road Wilmington, NC 28405 U— Corporate I-i—risure No. for Engineering Servins C-0585 U) A/E INFO APPROVED FOR COMMANDER NAVFAC/B.L.T.L. ACTIVITY SATISFACTORY TO DATE DES JMN I DRVVJMN ICHK MM PM/DM BRANCH MANAGER imw CHIEF ENG/ARCH R.L. STEPHENS, JR. FIRE PROTECTION DPS 0 Lu 0 01 Z Z) 11 P= LOLC� 0 Lu Z Lu 0 < C) 0 U) Lu U) >_ LU F— Cf) 0 w Lj Lu z ::) L= Lu LU < LL v) 0 , Lu Lu Ll U) C) 1 0 0 Lu co < LL- U) co CN :Z 0 C) U) of 0 5 U) Lu Lu ffi < 7CALE: AS NOTED EPROJECT NO. 796560 CONSTR. CONTIR. NO. N40085-20-C-0072 NAVFAC DRAWING NO. SHEET OF CS1 00 17V "A"m 17 2 3 UNCLASSIFIED S1 5