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HomeMy WebLinkAboutNCC240031_Site Plan or Location Map_20240104 1 I 2 I 3 I 4 I 5 �: a t• �=.., JACKSONVILLE, NC `.''u, "� 1r@�3 �.. . _ ke '�y�,r• w 1it• �x • ,14 ' _� �ry D Doe, 1 c, D "A, , •fA. o N� 4BUILDINGPO;F Ike• , y Z� `PROJECT LOCATION '' ' x i } co NEW RIVER A I\ _ f> NAvFaC . ,. 4111$14„,; it a _ ;. • � � a 45 %�lt MAN BUILDING FC414 t•*wsr c,RD " t- PROJECT LOCATION a� Sal \ i ,/// 1 1 • ; ,; ,` `'is ° r _ ,.,Calibre 0 BEQ AND FRENCH CREEK VICINITY MAP APPROVED - LEGENDSCALE:1"=3000' FOR COMMANDER NAVFAC ACTIVITY PROJECT LIMITS —•—•— GENERAL NOTES: ATFP LINE SATIOEsSFHQDY TO DATE AM �cNR BEM 33' UNOBSTRUCTED SPACE 1. LOCATION OF ALL EXISTING UTILITIES (PRIVATE OR PUBLIC) SHALL BE IDENTIFIED OR VERIFIED BY RM,OM DOSS/RIDER CONTRACTOR PRIOR TO MOBILIZATION, CONSTRUCTION, OR ORDERING OF MATERIALS. FOR JMW STORM DRAIN AND MANHOLE INFORMATION CONTACT: JACKSONVILLE UTILITIES DEPARTMENT, (910) 938-5248, NAVFAC SERVICE BRAN O FOENG,A MANAGER sErHANIEC.RIDER STORM CATCH BASIN 0 DESK, (202) 685-1880 OR LOCAL AGENCY, PRIVATE ENTITY, OR OTHER ASSOCIATED ENTITIES WITHIN FIRE PROTECTION DPS B WATER SERVICE LINE ws THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL, A z 1--- . B ABBREVIATIONS REPLACEMENT, AND DELAY RELATED TO UNVERIFIED EXISTING CONDITIONS. WHERE THE CONTRACTORd FIRE SERVICE LINE FS FINDS CONFLICTS OR DISCREPANCIES THEY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. o _. z PCR - POINT OF CURB RETURN w POST INDICATOR VALVE fi N c) 5 C7 PC - POINT OF CURVATURE 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK SHOWN ON THE 2 E o gi UNDERGROUND ELECTRIC LINE E PT - POINT OF TANGENCY PLANS OR DESCRIBED IN THE SPECIFICATIONS IN A SATISFACTORY MANNER. THE CONTRACTOR SHALL ‘0 z Y a UNDERGROUND COMM LINE coM STA - STATION FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, LABOR, AND INCIDENTALS TO COMPLETE THE WORK. 0 g U o_ w CB - CATCH BACK N a A SANITARY SEWER MANHOLE OS GB - GRADE BREAK 3. IN SOME CASES THERE ARE AREAS OF THE SITE DEPICTED ON MORE THAN ONE PAGE OF THE z z i o TOW - TOP OF WALL PLANS, HOWEVER ALL IMPROVEMENTS ARE NOT DEPICTED ON EVERY PAGE. THE CONTRACTOR SHALL `¢ w = a SANITARY SERVICE LINE SS eli BOW - BOTTOM OF WALL REVIEW EACH PAGE OF THE PLANS AND DETAILS AND SHALL CONSTRUCT ALL IMPROVEMENTS <m � z cc x GAS LINE c FFE - FINISHED FLOOR ELEVATION REGARDLESS OF WHETHER THEY ARE SHOWN ON EVERY PAGE. WHERE DISCREPANCIES ARE FOUND ON =oS o_ O o Z EX. OVERHEAD ELECTRIC OH CL - CENTERLINE PLANS OR DETAILS SHOWN ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO Q 9 1 STM - STORM BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL, w v g ' w — EX. FORCEMAIN • am—FM • RCP - REINFORCED CONCRETE PIPE REPLACEMENT, DELAY, AND MOBILIZATION RELATED TO FAILURE TO REVIEW ALL PLANS. > >- o Fo EX. GAS MAIN G TC - TOP OF CURB 0 > co Lu LU 1-2 FES - FLARED END SECTION 4. THE MANUFACTURER/SUPPLIER SHALL DETERMINE PIPE CLASS BASED ON THE MAXIMUM COVER AND z O = z EX. WATER MAIN W EOP - END OF PIPE BEDDING SHOWN ON THE PLANS AND SOIL TYPE SHOWN IN THE GEOTECHNICAL REPORT. THE a� U w EX. WATER VALVE oa BOP - BEGINNING OF PIPE CONTRACTOR SHALL PROVIDE PIPE DLOAD CALCULATIONS STAMPED BY A REGISTERED ENGINEER. IN w cc o TOP - TOP OF PIPE NO CASE SHALL RCP PIPE CLASS BE LESS THAN CLASS III. z w w C EX. FIRE HYDRANT A EX - EXISTING z z a EX. SANITARY SEWERS Qs HGL - HYDRAULIC GRADE LINE w o cc LU m ROW - RIGHT OF WAY PLAN J H O a EX. STORM DRAIN HDPEP - HIGH DENSITY POLYETHYLENE PIPE NORTH w A EX. STORM DRAIN INLET p EL - ELEVATION AlkF LL za A WSE - WATER SURFACE ELEVATION LL LI= O A EX. POWER POLE o PGL - PROFILE GRADE LINE „ _>w a ¢ EX. UNDERGROUND ELECTRIC E— E 'g z I EX. UNDERGROUND TELEPHONE -T GRAPHIC SCALE scn., AS NOTED EPROJECT NO.. 803734 EX. FENCE 0 1500' 6000' 9000' CONSTR N40085-20-C-0060 NAVFAC DRAWING NO. CIVIL GENERAL SHEET INDEX 750' 3000' ,4099291 Al N.rs SCALE 1"=3000' (1 3000) O 5 OF 480 C-001 1 1 2 I 3 I 4 I 5 wNsa��oNNN�=aN..,..Na ,