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HomeMy WebLinkAboutC001Crawford Design Company © Copyright 2014 All drawings, specifications and designs prepared b Crawford Design Company are instruments of service and shall remain the property • - g F P Y g p Y. p pert) of Crawford Design Company. The Owner or any Other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation. PROPERTY INFORiV6ATION THOMAS G ETZ Pro e . .:Identification Number...:, _.::.. : . ., P, .�I! . ... ..... .... . . .; ... ... 0513 -08 -4910 ..: - .:.............._... .• • :..:. LIIe�t Y Baptist Church er: / Pro a Addressl Locailon.::: - :..:... , .19 25 >:.:.:..::.... •..::_ , p rty.. 6 Ray Road, Spring Lake NC 28390 .....::..:•.:..:....., ....... ....... :. .:....:..:..::._..::.. ,:...:., Y P 9 Owner:- L:C11ent: Address:.•,:.: :::::- :.:<., :'.. 'lLI,.SRa Road,S nn Lake NC 28390 Y P , , - ..:....:..:..... Pit :.: 910 497 539 5 - -- - - • I Cwner.l.Cllent.Phone &Fax... _......:..... -_ -Y� GENERAL NOTES LEGEND /KEY ABBREVIATIONS , ALL GENERAL NOTES, OTES ABBREVIATIONS, S, AND OTHER INFORMATION -.. • •. � .....: .::._------- -:: -•- - :•• - -- ---- - •-- .:. :.. - •-- - - --- - -• - r .. _. . ...::......... EXISTING: -' - ( EXISTING .........:................N W. .._.,.._.•.... _ ...:..... ... .....NEW ....:.......9 - t: ., ...:. :.- ,.. ••...:_:.. -. Abbreviation tlon. - - -- .:.. bbre .... ....t3escri do _:...:..•:..::•:.;.. . INDICATED ON THIS SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS CABLE TELEVISION CA CA NOTE BUBBLE (GRADING) N/A A/C AIR CONDITIONING L LENGTH, LEFT' 1 AND SHEETS IN THIS SET. CENTERLINE - CONTOUR LINE ADJ ADJACENT LF LINEAR FOOT - - -1 OO- - - � NOTE BUBBLE (SITE) NIA //�� DIVERSION BERM NIA `D$ V AFF ABOVE FINISH FLOOR LFT LEFT EASEMENT - - - 1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB NOTE AL AREA LIGHT q ► } j T FENCE X :.: laiA O H R C H l T E C! i SITE. APX APPROXIMATE MAX MAXIMUM FIBER OPTIC FO FO 2. ALL ELEVATIONS SHOWN ARE I N REFERENCE E ERENGE TO THE BENCHMARK AND MUST BE VERIFIED BY THE PLUG ASBY ASSEMBLY MIN MINIMUM FORCEMAIN FM Fki GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. 1220 FORT BRAGG ROAD NATURAL BENCHMARK i C G ASPH ASPHALT MISC MISCELLANEOUS `SUITE 200A C • S AN EXISTING IRON PIPE LOCATED SOUTH OF PROJECT SITE, -AND HAVING AN LIMITSOF CONSTRUCTION NIA i $.• 1 AUTO AUTOMATIC MON MONUMENT P. 0. BOX 53928 FAYETTEVILLE, NC 28305 ELEVATION OF 302.80 PoROUSBAFFLES NIA .• • i OVER HEAD ELECTRIC OE OE �- - . � , . •.'. ,. TELE: (910) 485 -3000 3. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE PROPERTY LINE + • + • + EMWL goetzarchiEectdieorfhlink.ne( NOTED. PROPERTY LINE (ADJACENT) e- - -O NIA B.O. BLOW -OFF NIC NOT IN CONTRACT RAIL ROAOTRACKS POST INDICATOR VALVE - 4. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE -i- B.V. BALL VALVE NTS NOT TO SCALE I GENERAL AREA TO CONSTRUCT, INSTALL AND /OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE RIGHT OF WAY R/W RIW B1W BETWEEN tt tI POWER /TELEPHONE POLE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOC MAY BE SHOWN SANITARY SEWER S - S SFF BELOW FINISH FLOOR O.C. IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL SEDIMENT FENCE NIA SF ON CENTER � ♦f aEOUCERrINCREasETt -- BLDG BUILDING O/H OVER HEAD �p N Z CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION SLOPE DRAIN NIA SPD � � q � � + SLUDGE RETURN LINE SR SR BOC BACK OF CURB S; ,� n OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE RIt]GE LINE NtA x x STORM DRAIN SD BOW BOTTOM OF WALL PC POINT OF CURVATURE y 1020 y PLANS THAT DO NOT SPECIFICALLY STATE'NOT IN- CONTRACT (NIC)' SHALL BE INCLUDED IN THE BID swALEloTTCHLINE - - -- BX BOX PI POINT INTERSECTIQN COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY. TELEPHONE T T ' ' .. ...' �?' o 5. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED UNDERGROUND ELECTRIC _UE- UE RacK DaMlwTaR NIA .... PIV POST INDICATION VALVE BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACIE WATER • + �i F P FACILITIES W , ... , .. _ CF CUBIC FOOT PP POWER POLE �o ®�s►ar nn[N NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED.' DEVELOPERS OR CONTRACTORS CI CURB INLET PT POINT OF TANGENCY �n SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR - _ - - RocK PIPEINLET l W ASPHALT PAVEMENT :::: r:: ::t::.•r .::::::::::::.:::.:: NIA L CON :• :: : :::::::::: PROTECTION C CENTER LINE PVC POLYVINYL CHLORIDE CONTINGENCIES WHICH MIGHT 8Y REASON OF ENCOUNTERING UNRECORDED LINES OR EWES (STANDARD) C - ] ............................... - - - CMS CONCRETE MONUMENT SET PVMT PAVEMENT 1 BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 48 -HOURS PRIOR TO ANY ASPHALT PAVEMENT (HEAVY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL DUTY) NIA - SIGNAGE -tr -Q- CMU CONCRETE MASONARY UNIT ravd= CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND /OR FIELD - LOCATE THEIR - - - - CONC CONCRETE R RADIUS, RIGHT e%%1QffipaiV CONCRETE L - - - - •. a'.. : ; ? e : TELEPHONEPEDE5TAL M RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER - 1 -80q- 632 - 4949). ALL DAMAGE '� CONSTR CONSTRUCTION R.J. RESTRAINED JOINT URRED TO EXISTING UTILITY .....::•:::::• ::__._:::....:._:�•,:.::�::.::• , LINES DURING CONSTRUCTION SHALLBEREPAIREDATTHE _: -: : -:m ::�..::: •�::•_ -:�_- GRASS /SOD NIA -._ = :•::� »- W-:._;�. ��.� ::� ;; :. Q � CONTR CONTRACTOR RlW RIGHT OF WAY _.... ........_. varies GENERAL CONTRACTORS EXPENSE. _ _ =T ° == CTI CAST N LANDSCAPE ARCHITECTURE TTtEE !SHRUB C S IRON RCP REINFORCED CONCRETE PIPE 6. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. GRAVEL - - �y >„�, , Y.' } ENG]NEERtNG 7. A FORMAL EROSION AND SEDIMENTATION C - - - � • =�''• CY CUBIC YARD RDCO ROOF DRAIN CLEAN OUT ' e - -r Landscape Architecture + •;Fayetteville, 1 C CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE PLANNING p . RED REDUCED Civil Engineering Southern P:nesi NI ® REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL GRAVEL CONST. ENTRANCE NIA TRENCH DRAIN _ RESOURCE D DEPTH 116 N. coo( Spring Street- Fayetteville, NC 2830 S (NCDENR). THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL r - - - - - - MEMO= REM REMOVE Voice 910 -221. 0033 - Fax 910-221-0035 LOCH PAVERS METER /VAULT w w w c r'a {v r o r d d s n c o rn L, STATE AND FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF+T -® DEMO DEMOLISH {DEMQLITIONj RNF REINFORCE SEDIMENT OFF -SITE DURING INCLUDING T HE PLACEMENT AND MAINTENANCE OF CONTROL DE DUCTILE IRON RQD REQUIRED . :e ,n_�I SEDIMENT TRAP NIA + + + + + + ++ + + + + ++�+ + + + ++ WATER VALVE Q MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER - - i` - + + + + + . + + . + + DIA DIAMETER RQMT REQUIREMENT SPECIFICALLY INDICATED N T - C 1 ®® 8. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC SOIL - - - - - NIA WHEELS OP C = _ �_� DIM DIMENSION RT RIGHT (� /('� C2 O PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH STANDARD WHITE TRAFFIC VELOCITY DISSIPATION I RIP RAP PROTECTION RA� YARD INLET DWG DRAWING RWM RiGt HT OF WAY MARKER V PAINT. -- Cad® 9. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL SPRING LAKE, HARNETT COUNTY & STATE WETLAND AREA f ' .- - -�- -'• -7­1 i i i ("': - `, - - , / i i �� ECM EXISTING CONCRETE MONUMENT -` SCH `SCHEDULE `. REQUIREMENTS. - - EIP EXISTING IRON PIPE SD STORM DRAIN C301 10. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE EIS EXISTING IRON STAKE SDCO STORM DRAIN CLEAN OUT SEEDED AND STABILIZED PER SPECIFICATIONS. ELEC ELECTRIC (ELECTRICALLY) SDMH STORM DRAIN MANHOLE 0400 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, & SIGNAGE SHALL BE PROVIDED BY THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL, STATE, AND LOCAL REQUIREMENTS UNDER THE ELEV ELEVATION SED SEDIMENT C401 AMERICANS WITH DISABILITIES ACT (ADA). STANDARD R7 -8 RESERVED PARKING AND MAXIMUM ELMH ELECTRICAL MANHOLE SF SQUARE FOOT PENALTY $250 NCGS 20.37.6 SIGNS MUST BE INSTALLED IN FRONT OF ALL ACCESSIBLE PARKING - - # ENCL ENCLOSURE SLV SLEEVE C402 SPACES. 'VAN ACCESSIBLE „ SIGNS MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE PARKING ACCESSIBLE RAMP 4 f f I f EOC EDGE OF CONCRETE SPEC SPECIFICATION SPACE(S). - _. EDP EDGE OF PAVEMENT SQ SQUARE C500-0505 12. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, AREA LIGHT ( EQPT EQUIPMENT SS SANITARY SEWER INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH ESMT EASEMENT SSCQ SANITARY SEWER CLEAN OUT L1 O® CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. BACK FLOW PREVENTION ASSEMBLY 13. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND /OR, EX EXISTING SSMH SANITARY SEWER MANHOLE RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND /OR RELOCATE ALL SEND N/A �-�""� EXCV - EXCAVATE (EXCAVATION) STA STATION LIBERTY MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A BLOCK & GRAVEL INLET NIA I� "y�� EXT EXTERIOR STD STANDARD CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS. PROTECTION L J STOR STORAGE ��j")�j�� i 14. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY ECLS - ANGIER, NC - 910-47M788 CHECK DAM NIA l ®; FES FLARED END SECTION STSL STAINLESS STEEL CHURCH 15. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE PROTECTION FFE FINISH FLOOR ELEVATION SY SQUARE YARD FENCING AROUND ALL "AT- RISK" TREES WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY CLEAN our FH FIRE HYDRANT WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. TREE PROTECTION FENCING SHALL BE 1625 RAY ROAD INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND CURB &GUTTER _ _ _ - - - _ ��� FIN FINISH TBM TEMPORARY BENCHMARK SPRING LAKE, NORTH CAROLIP SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL FLR FLOOR TEL TELEPHONE _ SITE INSPECTION. REFER TO CONSTRUCTION PLAN DETAIL SHEETS FOR TREE PROTECTION CURB (SPILL NIA ���• °i. `� : : :.-r :.h. :, :• .�+ °,: ._ _7 - ._,.r, .. ,,._ FNC FENCE TEMP TEMPORARY NEW WORSHIP CENTER' DETAIL(S). FO FIBER OPTIC THK THICK 16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT CURB INLET i, t FOBX FIBER OPTIC BOX TMH TELEPHONE MANHOLE OF ENVIRONMENTAL & NATURAL RESOURCES & THE NORTH CAROLINA DEPARTMENT OF WATER DROP INLET ® FOC FACE OF CURB TOG TOP OF GRATE QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION & SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER. r FT FOOT TOH ?OP TOP OF HOOD - 17. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO DUMPST ER UNIT }- -I-1 _1 =1 TOP ELEVATION NCDENR REQUIREMENTS UNTIL THE AGENCY HAS RELEASED THE SITE. L. •J j LQ G.V. GATE VALVE TOW TOP OF WALL 18. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING GA GAUGE TPED TELEPHONE PEDESTAL THE CONSTRUCTION OF IMPROVEMENTS IN THE RIGHT-OF-WAY. ELECTRICAL TRANSFORMER ® GALV GALVANIZE TS&V TAPPING SADDLE & VALVE 19. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS GND GROUND TTE TIE TO EXISTING INFORMATION SHALL BE PROVIDED TO THE DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL FIRE HYDRANT ASSEMBLY GRAY GRAVEL TYP TYPICAL 20. COMPLETION. CONTRACTOR SHALL INSTALL 6 -FT HIGH TEMPORARY CHAIN LINK CONSTRUCTION FENCING IN ALL FLARED END SECTION - AREAS WHERE DIRECT ACCESS TO CONSTRUCTION ACTIVITY IS POSSIBLE, AND SHALL BE HDPE HIGH DENSITY POLYETHYLENE U/G UNDER GROUND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE GAS METER ® HORZ HORIZONTAL UT1L UTILITY OWNER REGARDING THE LOCATION OF THE CONSTRUCTION FENCE AND PEDESTRIAN TRAFFIC w HT HEIGHT CONTROL DURING CONSTRUCTION. ALL FENCING SHALL BE INCLUDED IN THE SID COST WHETHER GAS VALVE HVAC HEATING I VENTILATIING I A/C VAL VALVE GENERAL NOTES, LEGEND, & SPECIFICALLY INDICATED OR NOT. GRADE BUBBLE -1-100.00 1100.00 HVD HEAVY DUTY VERT VERTICAL ABBREVIATIONS 23. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO BE SEALED BY A PROFESSIONAL LAND (TOP- ELEVATION) HW HEAD WALL SURVEYOR INDICATING THE TOPOGRAPHY OF THE STORM WATER POND AT ONE -FOOT CONTOUR GRADE BUBBLE (FINISH- GRADE) +100.00 100.00 INTERVALS. THEY ALSO SHALL PROVIDE THEIR DRAWING IN AN ELECTRONIC VERSION. THE W/ WITH FOLLOWING MINIMUM INFORMATION SHALL ALSO BE INCLUDED: TOP AND BOTTOM ELEVATIONS, SIDE GUYLMRE E-- E- IN INCH W/O WITHOUT =, SLOPES, INVERTS, WEIR LOCATION AND ELEVATION, ORIFICE, PIPE SIZES AND LOCATIONS, OUTFACE INT INTERIOR WL - WATER LINE STRUCTURE, AND DIAMETER AND INVERT OF OUTFALL STRUCTURE ORIFICE. PRIOR TO SENDING THE HARDWARE CLOTH &GRAVEL NIA INV INVERT WM WATER MAIN, WATER METER REQUIRED DRAWING, THE CONTRACTOR SHALL CHECK AND ADJUST ALL POND COMPONENTS TO ISS IRON STAKE SET WWF WELDED WIRE FABRIC COMPLY WITH CONTRACT DOCUMENT. ANY RECORD DRAWINGS SUBMITTED THAT DOES NOT HEAD WALL COMPLY WITH THE CONTRACT DOCUMENTS SHALL BE REJECTED WITHOUT COMMENT. THE JUNCTION BOX (T� (( )) JB JUNCTION BOX YI YARD INLET CONTRACTOR SHALL BE CHARGE $800 PER ADDITIONAL REVIEUV UNLESS WRITTEN AUTHORIZATION �'n ANT JOIN T• DRAVOICS, SPECIFICATIONS AHD THE DESIGN ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHTECT. IS GIVEN BY THE DESIGNER, THE CONTRACTOR CANNOT DEVIATE FROM THE DESIGN. THE uFTSTATION E---7 i WHEINR THE PROJECT FOR VHCH THEY ARE PREPARED IS EXECUTED OR NOT. THE DRAWNGS f .:AND SPECIFICATIONS SHALL NOT BE USED BY TTTc j CONTRACTOR SHALL HAVE A MANDATORY PRE- INSTLALLATION CONFERENCE PRIOR TO THE �O' PROJECT OMER OR ANY OTHER PARTY FOR oTHr. CONSTRUCTION OF THE POND. MAN HOLE O COUPLETION OF'�THIS�PROECT EXCEPPROJECT, Y At:iEF1iENT IN t1RITING AND 1HTH APPROPRIATE COMPENSATIOn 24. CONTRACTOR SHALL NOTIFY DESIGNER PRIOR THE STORM WATER POND INSTALLATION. TO THE ARCHITECT. 25. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS ON SITE DURING NOTE BUBBLE (DEMOLITION) N/A a CONSTRUCTION. ADA AND LEGAL DISCLAIMER