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SW8100406_APPROVED PLANS_20120404
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD 4 U 'I U i VI 12 AI h{ E E Cn 0 F H D1=22x34 0 T ��1 NKC OSS 7 \� G 0 v� M (BY NEW PAD MOUNTED A TRANSFORMER (SEE ELECT. DWGS) NOTES: EX CATCH \\BASIN TOP: 32.07' INVZ 2,9./ I W W V W W W W W W 98 W NEW W 7 3------- W SIGWN ' U i\- / x W W W 70 W! W r W W 7 1 WW / �......... ........, EDGE O T N, pmL -NEW 8'x8"x "TEE -- AND 6" GATE VALVE 1. TREES SHOWN ARE EXISTING TREES TO REMAIN. 3. CENTER EACH DIRECTION GAS PUMPS, CANOPY, BOLLARDS, ETC. ON CENTERLINE OF CONCRETE FUEL DISPENSING PAD PER FUEL VENDOR SHOP DRAWINGS. 4. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL TANK AREA WITH FUEL EQUIPMENT VENDOR. 5. ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. SEE SHEET C-501 FOR DETAILS. 6. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND DESCRIPTIONS, SEE POINT TABLE ON SHEETC-503. 1 2 3 SIG W/ •1� W \ W W W W W ((���� W W W W ru W W W W W J1� W ............. E ARCH DWGS—y PARKING FOR LOW EMISSION VEHICLES ONLY MARINE MART FFE 40.0 :VICE SINK - CROSS SIDEWALK SEE DETAIL DRAIN TYP AT DS - to/ 9s SEE ARCH DWGS - MARQUEE SIGN POINT TABLE POINT NO. ELEVATION NORTHING EASTING LABEL 700 36.00 308994.50 2493638.06 SIGN 701 36.00 308993.27 2493639.18 SIGN 702 36.00 309001.91 2493646.19 SIGN 703 36.00 309000.69 2493647.31 SIGN 77P WATER/FIRE LINE TAPS AND VALVES 4 5 6 I 7 W W W W W W W W W W W W EDGE Ir ;EM TEI SENSOR N 20' 10, 0 20' SCALE: 1" = 20' 201 39.66 V W , 88 W W �( W W W W W W W W W W W W W W W W W W W W W W w \ • W W W W W W W W W W W 200 40.44 W W W W W W W W W W 99 100 W W BY:__. _ NOTE: 'THIS SEAL APPLIES Integrated Design -Build Services ONLY TO THIS "It GARO"ho DOCUMENT. 1 �♦`� `, DISCLAIM ANY RESPONSIBILITY r: Q• •9�•.. OCUMENTR DOCUMENTS = :Q Centennial INSTRUMENTS DOCUMENTSS OR �L = Cootruhxs FnlwPnses•Iuc RELATING TO INTEND BE ERs -L131 MARINE 0 ommwlty USD ANY -ice - �� PART O TS aN FT Is '�s4 D", a" aoT E j••0 BIS FRUCON ENGINEERING INC PROJECT.' 24 15933 CLAYTON RD., SURE 30 DATE: 12101111 plc BALLWIN (ST. LOUIS). MISSOL" 63011. USA NAME: TIMOTHY D. CAVENY D a7 PHONE: 6363914300 FAX: 6163914497 DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE WMBER F-0571 LICENSE NO: 36712 8FE1PROJECT NO. BOfi 8 9 10 2A 12/01/1' 2 6/21/10 1., 6/08/10 0 ', 5/11/10 NO. DATE DESIGNED MKR DRAWN MKR CHECKED us APPROVED Ls MACS REVIEW - CON. NO. NAFBA1-0}D-0035 T.O. NO. NFFBAi-0BF-0808 REVISED TRANSITION AREA REVISED PER REVIEW COMMENTS REVISED PER REVIEW COMMENTS ISSUED FOR CONSTRUCTION REVISION DESCRIPTION USMC MCCS MARINE MART CONVENIENCE STORE CAMP LEJEUNE, NORTH CAROLINA CIVIL SITE LAYOUT AND UTILITY PLAN 11 12 l� C E F G JMM MKR MKR MKR BY H IRAWING NO. C-102 SHEET 3OF 9. 0 F 1 2 20' 10, 0 20' / SCALE: 1" - 20' / 3 4 SMNS88°48'11" 32.77'Co r rqN CROcRFTR s \�\� � EX 12" PINES / TREE PIP G RIPRAP I 36.87 H 6" ST INV=35.8 I SECTION TOP OF MORE I EN I ION A^n" EL=f BOTTOM OF BIORETENTION A EL=: CONCRETE LEVELSPREADER TOP=36.05 r 3" #57 STONE PER I ASTM C-33 35.8 ' 3 4. 8 0 M #5 @ 1'-6" VERTICAL 4 - #5 EQUALLY SPACED PLAN SPREADER 5 6 VE7 7 8 NOTES: 1. TREES SHOWN ARE EXISTING TREES TO REMAIN. 2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL TANK AREA WITH FUEL EQUIPMENT VENDOR. 3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503. 4. NO WETLANDS EXIST WITHIN THE PERMIT AREA. 5. SITE IS LOCATED IN WHITE OAK RIVER BASIN. 7 9 10 11 12 "i LEGEND CLEAN SAND u; A 0 0 0 RIP RAP #57 STONE SOD W W W L W J W _ X ss N79°43, _ , W W .. �� APB 3 0 ZID12 6.641, — ' 9v:- G 37 — N82"1 _ 53.24 W 105.37 . NOTE: 'THIS 2B 04/27/12 REVISED FOREBAY JMM ONLY TO THIS \\\\�111111/O// Integrated Design -Build Services \� CAR/� 2A 12/01/11 REVISED TRANSITION AREA JMM olsciaMnN �Q� 'Ess/ ' �"y+'. 2 6121/10 REVISED PER REVIEW COMMENTS MKR RESPONSIBILITY O •O •• 1�. FOROTHER L� O AL Centennial 1 6/08/10 REVISED PER REVIEW COMMENTS MKR DOCUMENTS OR O 5/11/10 ISSUED FOR CONSTRUCTION MKR INSTRUMENTS 038863 CunBxla*Fnmprises,loc RELATING TO OR C IN USED TENDED OR ANY %q LP3�')'GINE i�,�•`�� MARINE 0 Semces ny NO. DATE REVISION DESCRIPTION BY H OF THISR PARTS ii��Fg1RL1 \�� DESIGNED ""� USMC MCCS DRAWING No. oTM OR BIS FRUCON ENGINEERING INC °R'`W" �°°` MARINE MART CONVENIENCE STORE C-103 PROJECT.' 15933 CLAYTON RD., SUITE305 CHECKED JJB CAMP LEJEUNE, NORTH CAROLINA DATE: 04-27.12 BIS BALLWIN (ST. LOUIS). MISSDURI 63011. USA APPROVED LS NAME: JAMES R. MIN PHONE: 636 3914300 FAX:6W 3914497 NORTH CAROLINA LICENSE NUMBER F-0571 MACS REVIEW ' CIVIL DISCIPLINE: CIVIL _ CON. NO. LICENSE NO: QNN BOS.TR2.1B BFEI PROJECT T.O. NO. R�en+ GRADING PLAN SHEET 4OF 9 NO. 8 9 10 11 12 b li ti / ti 8 E E A E F G 7 0 D1=22x34 1 4 0 ZOn°f B w3� m o z a LL R C o€ w � � W Z W p ww R:y W O ° oo; J W t — w jS U 00 c3Dw� 0 o w �ww H D q a w — 0 Z a �ww w z3wi <too 8 =j a 8Ux00 tr30o w 0 U w < LL U w Z 41 8 �IS � K U �au1p U E U E E 'a 0 N N F z z w 0 N , r ID U N O co f° iA G 0 LO 0 I; Cn G 'C W c m E w H U IK IK :i D1=22x34 N 20' 10, 0 20' SCALE: 1" = 20' 10th MARWES SURio POINT' . HOUG NORTHING: 30900 35. / \ EX CATCH BASIN TOP: 32.07' 3h IN •2 W W W W 4' N OL N8 W W\W W (qs`p� W W ° W W �� \T) e JN;6 / 374 :. .: -',., ., -� �/.::';1:;:'.;;rciiiirr?nti'.;�ir;:':.�:is4illi?Il:�>:ciiiis�t':�;'rra:•:':::'�•�i'i:':;?:�>�:ciin::';•.:.c..... � •b W W .:. : .. .: .: .:.. �'iEi7.ii:ii:ii^i:9i:•:j•Sr ^:; ;;;?:, ; r::::z.;:::::":':::.::................ 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G OF_ .................................................................. XNk RAI ........................... .............................. . ............................. . , ., ... NOTES: 1. TREES SHOWN ARE EXISTING TREES TO REMAIN. 2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL TANK AREA WITH FUEL EQUIPMENT VENDOR. 3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503. 4. NO WETLANDS EXIST WITHIN THE PERMIT AREA. 5. SITE IS LOCATED IN WHITE OAK RIVER BASIN. 1 2 3 4 5 6 _ I 116 7 A t B W W W W •Y W W W W �`��jl/ D �O� U APR 9 t 202 ` — J NOTE: THIS SEAL APPLIES Integrated Design -Build Services ONLY TO TH DOCUMENT.IS .````�N CA '+. DISCLAIM ANY :` P RESPONSIBILITY O •'FESBIp ••.,?/'., M FOR ALL OTHER �: • �'.9 ' DOCUMENTS OR :Q � � Centennial INSTRUMENTS - S L C°ntl'x Fwwww, Im• OR INT ED TO BE = 7 „w - MAR INECO Ommunlly INT = � . US FOR ANY Z J, a •,, ervICBS R OFT OPARTS GIN��,Q. J�a; PROJECT v+,y p _ cP1.��� 2��� BIS FRUCON ENGINEERING INC PROJECT i „��2I 1 15933 CLAYTON RD., SUITE 315 DATE: 12101/11 IC BALLWIN (ST. LOUIS)• MISSOURI 63011. USA NAME: TPHONE: 6363914WD FAX: E363914497 DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE NUMBER F-0571 LICENSE NO: VZI BFEI PROJECT NO. BOS 8 9 10 C 12/01/ B 6/21 / A 6/08/ NO. DATE ESIGNED mm RAWN mm HECKED JJs PPROVED Ls IACS REVIEW ' ON. NO. NAFBAI .O. NO. NAFBAI-0&F-0 REVISED TRANSITION AREA REVISED PER COMMENTS ISSUED FOR 100% REVIEW REVISION DESCRIPTION USMC MCCS MARINE MART CONVENIENCE STORE CAMP LEJEUNE, NORTH CAROLINA CIVIL DRAINAGE PLAN 11 12 C Ir F G JMM MKR MKR BY iRAWING NO. H C-105 SHEET OF 4 Wit Rp It, B m=1 0 m 0 �a Z�Ys� r 8 E E of N ai iy E F a H U U Co 2" ASPHALT SURFACE PRIME COAT 6" COMPACTED CRUSHED STONE BASE COURSE PREPARED SUBGRADE ASPHALT PAVEMENT SECTION VEHICLE PARKING AREAS NOT TO SCALE 3" ASPHALT SURFACE PRIME COAT 8" COMPACTED CRUSHED STONE BASE COURSE SUBGRADE ASPHALT PAVEMENT SECTION DRIVEWAY AND LOADING AREAS NOT TO SCALE POINT TABLE NO. ELEVATION NORTHING EASTING LABEL 1 40.00 308866.41 2493742.31 FFE FPOINT 2 35.00 308773.92 2493617.92 WTR 3 39.20 308892.47 2493747.16 BC 4 39.85 308877.69 2493728.13 TC/BC 5 39.25 308899.77 2493707.82 PVMT 6 39.55 3088W.61 2493712.40 TC/BC 7 39.70 308879.15 2493720.27 TC/BC 8° 39.50 308894.93 2493733.88 BC 9 38.80 308886.27 2493681.92 BC 10 39.35 304878.06 2493698.69 BC 11 39.70 300872.26 2493710.85 CONC 12 39.00 303810.71 2493686.20 BC 13 39.35 303794.47 2493752.19 TC/BC 14 37.90 30773.35 2493821.10 CONC 15 37.90 30765.60 2493865.42 EDP 16 39.05 30776.32 2493677.78 EDP 17 39.35 36800.12 2493721.58 TC/BC 18 38.10 36785.77 2493622.88 EOP 19 36.90 36843.67 2493641.55 EOP 20 37.90 38786.98 2493619.07 EDP 21 35.00 39817.52 2493654.41 EDP 22 34.30 39855.27 2493557.74 EOP 23 37.00 33831.78 2493596.92 EDP 24 37,60 33891.41 2493657.31 EOP 25 37.50 31955V 2493659.81 EOP 39.7 TC D1=22x34 r 1 1 2 CRUSHED STGLv- urw,� COURSE OF PAVEMENT PROPOSED GRADE SEE PLAN DRAWING - - - - - - - - - - - - - - - - - - - - - - - - y CLEAN y 3 SAND W EPARED SUBGRADE EDGE OF ASPHALT PAVEMENT NOT TO SCALE 1/4" 3" 3" MIN MIN e SHWT 31.80 INSERT AND SEAL WITH BACKER ROD AND JOINT SEALER -7 MAXIMUM WATER LEVEL - - - ELEV: 36.80 -- �----- Est MIRAFI G-100N FILTER FABRIC il o BASIN A - RIPRAP BASIN B - #57 STONE PER ASTM C-33 FOREBAY AREA ARIES - SEE PLAN BASIN A - SOD - -BASIN B - RIPRAP - - - - - - - - - - - - - - - - - 3 2 1/4" NOTES: 1. FILL MATERIAL MAY NOT BE PLACED IN THE INFILTRATION BASIN EXCEPT AS NECESSARY FOR CREATION OF THE EXTERIOR BERM. 2. SOD SHALL BE CENTIPEDE GRASS. ,�- 4" COMPACTED 3. SOD SHALL NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY) LAYER. IT MUST BE VERIFIED AT CRUSHED STONE CONSTRUCTION THAT NO IMPERMEABLE LAYER EXIST. BASE COURSE INFILTRATION BASIN CROSS SECTION 3/4"0x1'-4" SMOOTH DOWEL BAR; ONE PREPARED APPLICABLE TO AREAS A & B SIDE LUBRICATED SUBGRADE v NOT TO SCALE 6" x 6" W2.9xW2.9 WWF CONTRACTION JOINT CONTROL JOINT NOTE: 1. CONTRACTION JOINTS IN PAVEMENT SHALL BE SPACED 20' APART, AND WHERE SHOWN ON PLAN. CONTROL JOINTS SHALL BE SPACED 6'-0" MAX. 2. CONCRETE PAVEMENT MATERIAL AND INSTALLATION SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION SECTION 710. CONCRETE PAVEMENT SECTION AND JOINTS NOT TO SCALE POINT TABLE POINT TABLE POINT TABLE POINT NO, ELEVATION NORTHING EASTING LABEL POINT NO. ELEVATION NORTHING EASTING LABEL POINT NO. ELEVATION NORTHING EASTING LABEL 26 37.50 308988.90 2493698.93 EOP 51 37.20 308795.95 2493866.56 EDP 76 38.30 308884.47 2493838.65 CONC 27 39.40 308974.18 2493778.18 EOP 52 37.00 308789.01 2493883.19 EDP 77 33.75 308874.04 2493554A6 EDP 28 39.10 308921.96 2493752.64 CONC 53 38.50 308882.67 2493922.43 EDP 78 33.45 308806.61 2493522.40 EDP 29 39.10 308953.42 2493758.48 CONC 54 38.50 308889.63 2493905.83 EDP 79 37.15 308863.48 2493652.82 EDP 30 38.00 308964.76 2493697.46 CONC 55 39.30 308906.61 2493913.09 EOP 80 37.60 308970.17 2493863.47 EDP 31 38.00 308932.77 2493691.53 CONC 56 38.90 308931.32 2493890.76 EDP 81 39.80 308927.93 2493965.34 EDP 32 38.80 308913.57 2493797.80 CONC 57 39.50 308926.61 2493931.60 EDP 82 39.17 306901.16 2493752.59 PVMT 33 38.80 308945.04 2493803.64 CONC 58 38.80 308944.79 2493889.22 EDP 83 38.90 308890.90 2493782.64 PVMT 34 39.15 308969.70 2493802.25 EDP 59 39.30 308832.46 2493806.49 CONC 84 38.60 308779.00 2493786.50 MH 35 38.90 308958.48 2493823.41 EDP 60 39.30 308803.68 2493801.15 CONC 85 36.20 308832.89 2493581.86 MH 36 38.50 308924.59 2493856.87 EDP 61 39.25 308950.63 2493773.50 CONC 86 35.50 308949.31 2493878.90 FL 37 39.05 308890.00 2493760.44 BC 62 39.25 306919.17 2493767.66 CONC 87 36.10 308921.56 2493943.70 FL 38 39.30 308871.85 2493759.61 BC 63 39.40 308882.08 2493704.54 BC 88 34.30 308911.02 2493587.88 GS 39 38.95 308864.37 2493796.60 BC 64 36.75 308719.39 2493972.40 FLTR STRIP 89 34.30 308858.64 2493560.20 GS 40 39.70 308859.11 2493781.64 BLDG 65 36.75 308750.69 2493684.83 FLTR STRIP 90 36.80 308835.12 2493604.70 LEVEL SPRDR 41 39.90 308837.81 2493777.68 BLDG 66 38.10 306751.67 2493817.39 BC 91 36.80 308887.50 2493632.38 LEVEL SPRDR 42 39.30 308835.16 2493791.94 BC 67 39.60 308814.69 2493692.02 BLDG COR 92 35.95 306804.45 2493722.89 BC 43 38.65 308825.25 2493834.32 ASPH 68 39.85 308873.72 2493702.99 BLDG CDR 93 39.95 308803.45 2493728.30 SW 44 38.65 308789.53 2493827.69 ASPH 69 35.50 308742.86 2493760.36 TAP 94 39.95 308799.95 2493747.11 1 SW 45 39.00 308842.28 2493808.38 CONC 70 35.80 308845.94 2493914.26 OUTLET 95 39.45 308798.37 2493752.92 BC 46 39.10 308794.76 2493799.56 CONC 71 38.50 308881.06 2493811.44 CO 96 36.25 309008.58 2493703.72 SIGN 47 39.30 308797.80 2493783.18 BLDG COR 72 39.00 308911.42 2493722.53 CO 97 34.25 309018.91 2493705.21 SIGN 48 39.50 1 308766.40 2493733.33 EDP 73 38.65 308926.38 2493814.92 CONC 98 36.50 308735.04 2493928.61 GS 49 38.00 3087143.92 2493861.72 BC/EOP 74 38.65 308896.09 2493804.58 CONC 99 36.40 308727.02 2493890.99 GS 50 37.90 308767.70 2493853.61 EDP 75 38.30 308914.75 2493848.99 CONC 100 36.20 308732.67 2493843.25 GS 3 4 FL OF PROPOSED SWALE ELEV. VARIES - SEE GRADING DRAWING -� W i i FILTER STRIP #57 STONE PER ASTM C-33 W N� BASIN A - GRAVEL BASIN B - RIPRAP EDGE OF PAVEMENT (SEE DETAIL THIS SHEET) MIRAFI G-100N FILTER FABRIC-' SOD- 4 - #5 EQ. SPACED #5 @1'-6" VERTICAL CONCRETE LEVEL SPREADER ELEV. 36.80 - SEE PLAN DRAWINGS FOR LENGTH NOTES: 1. PROVIDE EXPANSION JOINTS IN LEVEL SPREADER AT 20' MAX SPACING. LEVEL SPREADER AND FILTER STRIP SECTION APPLICABLE TO AREAS A & B NOT TO SCALE POINT TABLE POINT NO. ELEVATION NORTHING EASTING LABEL 101 37.95 308754.34 2493863.76 CONC 102 37.50 308768.23 2493880.30 GS NOTE: TH19 SEAL APPLIES THIS\ DDOCUMENT. I CARpI DISCLAIM ANY \�`�\fit\. ram$ S RESPONSIBILITY OF J/ / y FOR ALL OTHER DOCUMENTS OR o, SEAL -_ INSTRUMENTS _ 03$$$3 -' RELATING TO OR NDED TE USED FOR ANY PART OR PARTS i4•*ES \"�• OF THIS /R . /l/11111{\\\ OR ANY OTHER PROJECT.' DATE: 04-27.12 NAME; JAMES R KLEIN DISCIPLINE: CML LICENSE NO: 038863 5 1 6 ♦ 1 7 8 Integrated Design -Build Services Centennial NgAiiiiiiiii s 94 ommun E 9/V,CBS BIS FRUCON ENGINEERING INC 15933 CLAYTON RD., SUITE 305 S BALLWIN (ST. LOUIS), MISSOURI 630111, USA PHONE: 636 3914300 FAX, 636 3914497 NORTH CAROLINA LICENSE NUMBER F-0571 9 10 APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF WATER QUALITY 26 4/27/1'e 2A 12/01/11 2 6/21/10 1 6/08/10 0 5/11/10 NO. DATE DESIGNED DRAWN L°°+ CHECKED u8 APPROVED L° MACS REVIEW ' CON. NO. Kwmi_o5o* m T.O. NO. NMI-oof-o ° MAX. WATER LEVEL ELEV. 36.80 ors J,--1 .� APR 3 0 2012; BY, REVISED FOREBAY JMM REVISED TRANSITION AREA JMM REVISED PER REVIEW COMMENTS MKR REVISED PER REVIEW COMMENTS MKR ISSUED FOR CONSTRUCTION MKR REVISION DESCRIPTION BY F USMC MCCS MARINE MART CONVENIENCE STORE CAMP LEJEUNE, NORTH CAROLINA DRAWING No. C-503 CIVIL DRAINAGE DETAILS AND POINT TABLE SHEET 8OF 9 11 12 -------'--- _ _- I -- T - --I ----. r.,------.-..-,: 11 -,.. -: _ - -.. 11T1..-- 1 , 2 3 4 7 I 8 F" 10 BENCHMARK ELEVATION = 35.95 A DESCRIPTION: 10TH MARINES SURVEY CONTROL POINT "J.D. HOUGH 1997 " NORTHING 309008.7106 EASTING 2493673.3284 GENERAL 1. THE UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM 9 AVAILABLE INFORMATION AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES, EITHER SHOWN B OR NOT SHOWN ON THESE PLANS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE LOCATED PRIOR TO TRENCHING, EXCAVATION, GRADING OR CONSTRUCTION. 2. THE CONTRACTOR SHALL INSPECT THE PREMISES TO DETERMINE THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCEPT THE SITE CONDITIONS AS FOUND. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL SUBCONTRACTORS TO PRESERVE SURVEY STAKES DURING CONSTRUCTION, C 4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING 9 STRUCTURES, PAVEMENT, CURBING, LANDSCAPING, ETC. THAT ARE TO REMAIN. DAMAGED PROPERTY SHALL BE REPAIRED OR REMOVED AND REPLACED AT THE CONTRACTOR'S COST. s = 5. THE CONTRACTOR SHALL OBTAIN PERMITS WHICH MAY BE 0 REQUIRED FOR THIS PROJECT. I' 6. MATERIALS AND WORKMANSHIP FOR PAVEMENTS, SIDEWALKS, 9 AND OTHER MISCELLANEOUS ITEMS SHALL BE PERFORMED AND CONSTRUCTED IN ACCORDANCE WITH THESE DRAWINGS, D SPECIFICATIONS, AND THE REQUIREMENTS AND 161 SPECIFICATIONS OF THE LOCAL GOVERNING AUTHORITY. 7. EXISTING CIVIL PLAN INFORMATION IS TAKEN FROM A ill ' TOPOGRAPHIC SURVEY BY CHARLES RIGGS AND ASSOCIATES, INC. DATED FEBRUARY 5, 2010. NO EVIDENCE OF WETLAND t AREA WAS ENCOUNTERED WITHIN THE PERMIT AREA OF THE g PROJECT. _ 8. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS (AS-BUILTS) FOR HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES FOLLOWING CONSTRUCTION OF THOSE UNDERGROUND UTILITIES. CONTRACTOR SHALL ALSO PROVIDE E RECORD DRAWINGS FOR BIORETENTION AREAS AND LEVEL SPREADERS. 9. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF DOWNSPOUTS AND OTHER BUILDING DETAILS. 10. A SOILS INVESTIGATION REPORT HAS BEEN PERFORMED FOR THIS SITE BY ECS CAROLINAS, LLP., DATED JANUARY 15, 2010. 11. SEE PLUMBING PLANS FOR UTILITY CONNECTIONS AND E CONTINUATIONS OF UTILITIES INTO BUILDING. F 12. JETTING IS NOT AN ACCEPTABLE METHOD FOR COMPACTION OF 0 BACKFILL 13. CONSTRUCTION METHODS AND MATERIALS WITHIN ROAD RIGHTS -OF -WAY SHALL CONFORM TO CURRENT NORTH g CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 14. UTILITIES: RESOLVE UTILITY CONFLICTS. COORDINATE REQUIREMENTS OF ELECTRIC SERVICE WITH ELECTRICAL DRAWINGS. m 15. TRENCHES GREATER THAN V IN DEPTH SHALL BE SLOPED, SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED PER G OSHA AND LOCAL ORDINANCES. SEE PROJECT SPECIFICATIONS. g 16. SITE CONCRETE SHALL BE 3000 PSI MINIMUM AT 28 DAYS `r COMPRESSIVE STRENGTH WITH MAXIMUM WATER/CEMENT RATIO OF 0.45. 17. U-SHAPED BOLLARDS SHALL BE 4" OD x 48" x 51" U-SHAPED PIPE GUARDS BY INNOPLAST CORPORATION. (TELEPHONE NUMBER: g 440-543-8660) 3 18. CROSS SIDEWALK DRAINS AT DOWNSPOUTS SHALL BE AGO CROSS SIDEWALK DRAIN WITH ACO TYPE 405/406 GRATE. r H U Go n: )1=22x34 1 2 GRADING PAVING 1. FINISH FLOOR ELEVATION 40.0 FT =100'-0" ON BUILDING PLANS. 1. CONSTRUCTION OF CURB CUT TO THE STREET, SHALL CONFORM TO LOCAL AND/OR NORTH CAROLINA DEPARTMENT OF 2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OF PAVEMENT TRANSPORTATION REGULATIONS. OR DIRT AND SHALL BE WITHIN 0.10 FEET OF THOSE SHOWN ON THE DRAWINGS. 2, SEE PROJECT SPECIFICATIONS FOR APSHALT AND BASE COURSE MATERIALS AND INSTALLATION AS WELL AS SUBGRADE 3. MATCH EXISTING ADJACENT MATERIAL AND SECTION OF PREPARATION. GRADED AREAS WHICH ARE NOT NOTED TO RECEIVE A SPECIFIED PAVING OR SURFACE. R STORM M DRAINAGE 4. FOUNDATION CONCRETE SHOULD BE PLACED THE SAME DAY PROPER EXCAVATION IS ACHIEVED AND THE DESIGN BEARING PRESSURE IS VERIFIED. IF THE BEARING SOILS ARE SOFTENED 1. STORM SEWER CONSTRUCTION SHALL PROCEED FROM BY SURFACE WATER ABSORPTION OR EXPOSURE TO THE DOWNSTREAM TO UPSTREAM BEGINNING AT THE LOW POINT IN ENVIRONMENT, THE SOFTENED SOILS MUST BE REMOVED FROM THE SYSTEM. THE FOUNDATION EXCAVATION BOTTOM IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. IF THE EXCAVATION MUST REMAIN 2. RIPRAP AT PIPE OUTLET SHALL BE CLASS A RIPRAP PER NCDOT OPEN OVERNIGHT, OR IF INCLEMENT WEATHER BECOMES STANDARD SPECIFICATION SECTION 1042. IMMINENT WHILE THE BEARING SOILS ARE EXPOSED, A 1 TO 3 INCH MUD -MAT OF LEAN CONCRETE SHALL BE PLACED OVER THE EXPOSED BEARING SOILS BEFORE PLACEMENT OF THE WATER AND FIRE WATER ATE R REINFORCING STEEL. SEE NOTE 10, BELOW. 5. THE CONTRACTOR SHALL PROVIDE SILTATION CONTROL, AS 1. WATER METER SHALL BE HERSEY MODEL MVR, SIZE 2'. INSTALL REQUIRED BY THE LOCAL GOVERNING AUTHORITY, TO PREVENT IN BOX PER CAMP LEJEUNE DIVISION OF PUBLIC WORKS SILTATION OFF -SITE UNTIL THE PAVEMENT HAS BEEN INSTALLED REQUIREMENTS. AND VEGETATION HAS BEEN ESTABLISHED, AT WHICH TIME THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE 2. WATER LINES SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, SILTATION CONTROL, REPAIR OF ANY ERODED AREAS AND UNLESS OTHERWISE NOTED, MEASURED FROM THE TOP OF RESTORATION AT THE SILTATION CONTROL DEVICE. ADDITIONAL FINISHED GROUND TO THE TOP OF PIPE. SILTATION CONTROL DEVICES MAY BE REQUIRED. 3.. AT LOCATIONS WHERE THE WATERIFIRE LINE CROSSES A 6. NO AREA SHALL BE CLEARED WITHOUT PERMISSION OF THE SEWER (STORM OR SANITARY), THE WATER LINE SHALL CROSS OWNER. ABOVE THE SEWER PIPE. THERE SHALL BE A MINIMUM OF 18 INCHES CLEARANCE (MEASURED FROM EDGE OF PIPE TO EDGE 7. PROVIDE A SMOOTH, GENTLY SLOPING GROUND SURFACE AT OF PIPE) AT CROSSINGS. IF CLEARANCE CANNOT BE THE END OF EACH DAY's EARTHWORK ACTIVITIES TO HELP MAINTAINED, WATER LINE SHALL BE ENCASED IN STEEL PIPE. REDUCE THE POTENTIAL FOR PONDING AND ABSORPTION OF SURrACE WATER. 4. WATER LINES SHALL HAVE A MIN. 10 FEET HORIZONTAL CLEARANCE AND 18 INCHES VERTICAL CLEARANCE (MEASURED 8. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WITHOUT FROM EDGE OF PIPE TO EDGE OF PIPE) FROM ALL SANITARY PONDING ON PARKING LOTS OR SIDEWALKS. SEWER LINES. IF CLEARANCE CANNOT BE MAINTAINED, WATER LINE SHALL BE ENCASED IN STEEL PIPE. 9. NO SLOPE SHALL BE STEEPER THAN 3:1. 5. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT EACH 10. GRADING SHALL COMPLY WITH RECOMMENDATIONS IN THE CHANGE IN DIRECTION OF WATER LINES. CONCRETE SHALL NOT GEO'i ECHNICAL REPORT BY ECS, LLP DATED 1-15-2010, WHICH INTERFERE WITH MECHANICALAOINT BOLT REMOVAL. TIE RODS HAS SEEN INCLUDED AS PART OF THE PROJECT CAN BE USED IN LIEU OF CONCRETE THRUST BLOCKS IN SPECIFICATIONS. CERTAIN INSTANCES. 11. ARE.'+S DISTURBED BY CONSTRUCTION ARE FIRST TO BE FINE SEEDING AND SODDING GRADED AND THEN FOLLOWED BY HYDRO MULCH -OR- SEED AND STRAW OVER, MIN. 4" TOPSOIL STOCKPILED FROM ON -SITE OR HAULED IN AS REQUIRED, UNLESS OTHERWISE NOTED. 1. PERFORM SEEDING AND MULCHING ON ALL EARTH AREAS DISTURBED BY CONSTRUCTION UNLESS SHOWN TO BE SODDED 12. ALL TRENCHES SHALL BE BACKFILLED OR COVERED WITH OR OTHERWISE LANDSCAPED. SEEDING AND MULCHING SHALL TRAFFIC PLATES AT THE END OF EACH WORK DAY. BE IN ACCORDANCE WITH SECTION 1660 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD 13. OPEN EXCAVATIONS SHALL BE CLEARLY MARKED WITH LIGHTED SPECIFICATIONS. BARRICADES AND SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 2. SOD MATERIAL AND INSTALLATION SHALL BE PER SECTION 1664 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 14. SOIL MATERIALS HAULED OFFSITE SHALL BE TAKEN TO A NC STANDARD SPECIFICATIONS. DENR PERMITTED SITE. SOIL MATERIALS BROUGHT IN FROM OFFSITE SHALL BE TAKEN FROM A NC DENR PERMITTED SITE. USE OF SITE 1. A STAGING AREA WILL BE PROVIDED FOR CONTRACTOR'S USE IN RECEIVING/STORING EQUIPMENT AND MATERIALS, PLACEMENT OF A CONSTRUCTION TRAILER, ETC. UPON COMPLETION OF CONSTRUCTION, THE STAGING AREA SHALL BE FULLY RESTORED TO ITS ORIGINAL CONDITION. 2. CONTRACTOR SHALL RESTRICT ITS OPERATIONS TO THE LIMITS OF CONSTRUCTION AS SHOWN ON THESE PLANS. SEE SHEET C-103. CAMP J 3. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT AND LE NE SITE ORDERLY FASHION, CLEAR OF TRASH AND DEBRIS. TRASH Cq MILITARY RECEPTACLES SHALL BE EMPTIED AND DEBRIS PILES REMOVED All TqN AND DISPOSED OFF -SITE AS NECESSARY. ELLIS URTHOUS (N TRgk 4. CONTRACTOR SHALL PREVENT MUD, GRAVEL OR R CONSTRUCTION DEBRIS FROM ACCUMULATING ON AREA STREETS AND ROADS BY USING CLOSED VEHICLES, WASHING TIRES, HOSING DOWN PAVED SURFACES AND OTHER MEANS AS EW NECESSARY. i 3 4 5 6 ? 17 SYMBOLS O EX MANHOLE ® EX GRATE INLET EX FIRE HYDRANT EX WATER VALVE EX UTILITY POLE 31 EX GUY WIRE # EX LIGHTPOLE -�- EX SIGN CENTERLINE Q TELEPHONE HUB O ANTENNA 0 BENCHMARK X®1 SPOT ELEVATION NOTE: w"S- SEAL APPLIES ONLYTOTHIS , DISCLAW ANY RESPONSIBILITY FOR ALL OTHER DOCUMENTSOR INSTRUNENTS RELDOCUATLIYVDENT.TOIOR INTE FOR TO BE USED FOR UBED ANY PART OR PARTS OF THIS PMECT OR ANY OTHER PROJECT., DATE: 17/0 LICENSE NO: 8 MANHOLE ® GRATE INLET FIRE HYDRANT ® THRUST BLOCK ►� WATER VALVE 6 POST INDICATOR VALVE q UTILITY POLE -� GUY WIRE * LIGHTPOLE -•- SIGN 13 TELEPHONE PEDESTAL o BOLLARD ® U-SHAPED BOLLARD o CONC WHEELSTOP LEGEND fffff!llffflfffflfffffflffffffffffffff! DEMOLISH UTILITY / IMPROVEMENT EX IMPROVEMENTS (TBR) EX TREE LINE - UGE UGE - EX UNDERGROUND ELECTRIC - OHE - OHE - EX OVERHEAD ELECTRIC -X-X- EX FENCE SSA- SSA- EX SANITARY SEWER % T11x EX UNDERGROUND TELEPHONE Wx Wx EX WATER - -40- - EX CONTOUR - - -� - - - CONTOUR GRADING LIMITS WALL TREE LINE - UGE UGE - UNDERGROUND ELECTRIC - OHE OHE - OVERHEAD ELECTRIC X X FENCE D D DRAIN -SS-SS-SANITARY SEWER ST ST STORM SEWER - UGT UGT - UNDERGROUND TELEPHONE W W WATER CONCRETE PAVEMENT FILTER STRIP ASPHALT PAVEMENT 0 SOD POWER LINES SILT FENCE ABBREVIATIONS ASTM AMERICAN SOCIETY FOR L.F. TESTING AND MAR ERIALS OHE ATG ADJUST TO GRACE pip BFP BACK FLOW PRENENTER PIV BLDG BUILDING pp CO CLEAN OUT PVC CONC CONCRETE R CONST CONSTRUCTION RCP DIA DIAMETER R/W DIP DUCTILE IRON PIPE S DS DOWNSPOUT SAN E EAST SC EOP EDGE OF PAVEMENT SS EJ EXPANSION JOINT SCM EL ELEVATION SIP ELEC ELECTRIC SIR EJ13 ELECTRICAL JUNCTION BOX SMN EMN EX CONCRETE MONUMENT SPK EV ELECTRIC VAULT ST EX EXISTING TBR FD FIRE DEPARTMENT TBRL FES FLARED END SECTION TELE FFE FINISHED FLOOR ELEVATION TYP FH FIRE HYDRANT UGE FL FLOWLINE / INVER'i UG GI GRATED INLET UIP LP LIGHT POLE WITH CONCRETE BASE UP MH MANHOLE UGT ME MATCH EXISTING W MECH MECHANICAL WM N NORTH WV INV INVERT Integrated Design -Build Services Centennial Lv- w1sooLmmm"! BIS FRUCON ENGINEERING INC 15M CLAYTON RD, SURE 300 BALLWIN (ST. LOUIS� MISSDURI 03011. USA PHONE: ON 3914300 FAX: 0363914477 NORTH CAROLINA LICENSE NUMBERF-0671 em pR" 9 10 LINEAR FOOT OVERHEAD ELECTRIC PROTECT IN PLACE POST INDICATOR VALVE POWER POLE POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPE RIGHT OF WAY SOUTH SANITARY SAWCUT SANITARY SEWER SET CONCRETE MONUMENT SET IRON PIPE SET IRON ROD SET MAGNETIC NAIL SET PARKER KALON NAIL STORM SEWER TO BE REMOVED TO BE RELOCATED TELEPHONE TYPICAL UNDERGROUND ELECTRIC UNDERGROUND USE IN PLACE UTILITY POLE UNDERGROUND TELEPHONE WATER, WEST, WIDE WATER METER WATER VALVE I� APPROVCr1 �, 2,010 NORTH CAROLINA ENVIRbbNMENTAL MANAGEMENT COMMISSION b1Axi cy-Ircss DIVISION OF WATER nl IAI ITv 1 6/08/10 0 5/11/10 NO. DATE DESIGNED mm DRAWN MR CHECKED u5 APPROVED u MACS REVIEW . CON. NO. NAm14&D4= T.O. NO. NAFM14**4)M REVISED PER REVIEW COMMENTS MKR ISSUED FOR CONSTRUCTION MKR REVISION DESCRIPTION BY USMC MCCS DRAWING NO. MARINE MART CONVENIENCE STORE C-001 CAMP LEJEUNE, NORTH CAROLINA CIVIL GENERAL NOTES SHEET 1 OF 9 11 12 I•• f C F E F G I;I 1 1 2 1 3 1 4 1 5 1 6 ♦ 7 1 ai 1 a 1 l u 11 A 2"0 i CI J 1 "E 32.7T I T,yNNO C� S FRIeTF s/NG 0 O I O� �O G i i RM H EX CO AND /F / EX CATCH R, BASIN Lle, TOP .0 INVT: 2 N BY TOE f/ Zvi 12" EX 12" HA TREE PIP EX L EX 20" TREE EX 12" HARDWOOD TREE PIP EX 8" H DWOOD TREE BR EX 7 HARDWOOD TR TBR EX 22" H DWOOD EX 8" DOGWO TREE PIP `EX 6" H LLY TREE PI WI. X9"HARDWOOD REE TBR EX 6" TREE EpGE OF Ex� /Q fgsp 2V 10' 0 20' EX Wa0 F�FCTR C�G OVNO \ �1 SCALE: 1" = 20' Seta xnl pA�T. \ Z\� D EX 8 HARDW O 3�E TB EX 10" HARDWOOD \ E TBR E DWOO EX PINE 71 R EE TBR TREE TBR 4d \ \ �rn CID 40' o Ww DWOOD TRETR R�IH� \ ' 8" H WOOD " �[ T EE BR EX 6 HARD TREE TBR EX 12" H WOOD �9 EX SEWER MH ATG \ �t TREE TBR EX RIM: 39.64' \ NEW RIM ELEV: 37. \ EX 9" HARDWOOD BOTTOM: 34AW TREE TBR (FULL OF WATER) a EX 10" PINE +� �1456' TREE TBR �Z EX BRUSH TO REMAIN EX T HARDWOOD TREE TBR 5 6 2 3 4 zz-`EX BRUSH /N 10 NOTE Im SEAL APPLIES ONLY TO TIS DOCUMBRf. I DISCLM ANY RESPONSMILLITY FOR ALLOTHER DOGAM MOR MmTMamm REIATNS TO OR NFIBM TO BE USED FORANY PART OR PARTS OFTIS PROJEDTOR ANY OTM'R PROJECT.• LICENSE NO: 7 T 8 17m LIMITS OF DISTURBA CE (PERMIT BOUNDARY / 2.4 ACRE A F, L& ❑M E 7 G UN 2 2 2010 Integrated Design -Build Services Centennial � � 1 6/08/10 REVISED PER REVIEW COMMENTS MKR 0 5/11/10 ISSUED FOR CONSTRUCTION MKR a°rv�ciUi NO. DATE REVISION DESCRIPTION BY H DESIGNED USMC MCCS DRAWING NO. BIS FRUCON ENGINEERING INCH DRAWN "°` MARINE MART CONVENIENCE STORE C-101 15933CLAYTONRD,SUREM CHECKED Jx CAMP LEJEUNE. NORTH CAROLINA BALLWIN (ST. UXAS►, MISSOURI IN1, USA APPROVED 1° PNONE:063911380 PAXWO3114497 CIVIL NORTH CAROLNA LICME NUMM R F WI MACS REVIEW CON. No. W~14`040b .DEMOLITION PLAN WMPROAMN IMMIM T.O. NO. SHEET 20F 9 9 10 11 12 �r EI E E a on F Tq NCONCRF ROSS�HG Lq s � / U o / O G 0 0 M / + + + } / r + + + i 1 i + + + 'IFI + + + + + + + �-1 + + + I I + + + FF L+TIAtTII B+A�JI� I4 1 +I aI 1 F + + 1-1 89 + + + +I.1 \ \ + + + I I + +1 1 I Y \ � NEW PAD MOUNTED TRANSFORMER (SEE ELECT. DWGS) NOTES: cl, m 1. TREES SHOWN ARE EXISTING TREES TO REMAIN. 3. CENTER EACH DIRECTION GAS PUMPS, CANOPY, BOLLARDS, g ETC. ON CENTERLINE OF CONCRETE FUEL DISPENSING PAD d PER FUEL VENDOR SHOP DRAWINGS. 4. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL EH TANK AREA WITH FUEL EQUIPMENT VENDOR. 5. ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. SEE SHEET w C-501 FOR DETAILS. 1 6. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND DESCRIPTIONS, SEE POINT TABLE ON SHEET G503. )1=22x34 1 2 3 T 9 i 10 i 11 N 2V iv 0 2& SCALE: 1 = 20' r � NSOR UOLSEWBLARD. L 12 ter! C a�E 1 i 2 i 3 4 5 i G 7 8 9 i 10 1 11 1 N 20' 10' 0 20' _ SCALE. 1"- 20, 4 r 0 �NKoRo SFAT'F •V G 6" ST Ii 4'-6" INV=35.8 \ EX CATCH` BASIN TOP: 32.07' 10th MARS SURVNTROL I // - N8 j POINT "J. . HOUGH 99 " / FA �3 511' IN r 1110 „ r, , r, T r. '-vim• •`\� r. 1 a 7 t •,fit ,.,. A I r 1 1 1 r. rr r. rr r. ,r r/ rv` rr v EL=: BOTTOM OF BIORETENTION P EL CONCRETE LEVELSPREADER TOP=36.05 r 3" x 3'-0" #57 STONE I PER ASTM C-33 34.801 .1 #5 @ V-6" VERTICAL FOREBAY WITH LEVEL SPREADER FOR 1 2 3 \ N,c Ni�y�V A 34.25 f� ��.::; ::t? ;a::•:,' :;,;:, �\ \ 8 GRAVEL ST /.::;i•i::::.i?i''.::cxjc;:c:};`.c::;.••:i;:i<•:;::;;:;,,:.:.::••:::�;�•rr.��::':;:;is:•;:��•.;�;i;^.i::•:^:...:—_ \ - /... - •:•i:•:•e i;C;v�:�.••ci:::!�ci:;��e�•�ii:;^>::�::�ii`iisvviie;:���':G;i:;s:;�:;�i;;::�4iz:2:i:::;:•::..�•�;•t•iR;:•:•;i::':ifi:•:�i:t?i:•:•:;:::::�K•�S•it; �•:•;:{�;ii: •:4. .....- 37 6 I!.. \ :: \ \ N S W \ •:::• .:::::.::i• i•::::.::.:i:'.:::::::i•>. :. : ...' . .. •. '. . 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L 4 • R' _ ... U5.5�"W — �_ '�:.. 37 244.Eno Ex 8" ER .00 X 38. ti7:1.t=F10":1 CANOPY AREA 4 C �\ \ \ \ \ s• 39.30 \ \ \ \ \ \ i...,:'•?:iririi•'•' r It 3 \ 9 \ o. D \ ............................ + + 38' \ \\\ \ \ + + + + + . + + FOREBAY + + + + + + \ 1 i" `:; `s / + + + BERM + + + + + + + + :•::' ' �Xkt':.'��:.:?;.... �+ r + + + P: $6.30- + + + + + �I I '1...::...........::.......:::.:.:::: , + FO AY -WI T'H + + + + + + + + r r+r + + p 'Ago I FIL RA ri0 A B + +� i / E + + + + TO 3. 0 + + + + + + + >': ':?:......:. '''...... r r + + + + 60TfIb il: 3+5.8+0 + + + + + �14 / ,rl+++ ++ ++++++++, / ? '•' / 1 1 + + 4L L S� DER B + + + + + + + TOP V:-06.80 + + + + + r + + + + + + + + + LIMITS OF DISTURBA CE / W + + + + + + + + + + 9 (PERMIT BOUNDARY W W W + + + + + + + + ^`lv� 2.4 ACRE / / A W W W d• W W W / / J , F ^Y W W W W W + / , , / W W W W W W W W W W W / / o FILTER"STRIP B" r / , W W W W W AA / pJ� W W W "J W W W W W W W W W W / .95 7 W W W •✓ W W � / / I +c W W / 8.4 W JUhd 2 2010 / 7 G NOTES: NOTE "THIS SEAL APPLIES Integrated Design -Build Services I�uuu,q ONLY roTHIS ', :,CAR 1. TREES SHOWN ARE EXISTING TREES TO REMAIN. DOCUMENT. Ip'''•., p,N</ DISCLAIM ANY 2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL RESPONSIBILITYFOR :QP Y DOCUMENTS OR _ TANK AREA WITH FUEL EQUIPMENT VENDOR. DOCUMENTS OR SEA Centennial 3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND RELIATINGT s g c"mona. Pnmpiw Luc INTENDED BE S. :'••. - N om nUB DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503. USEDFOR !c6 4. NO WETLANDS EXIST WITHIN THE PERMIT AREA. OrTTf9Oft 8S p �,PJo'` 5. SITE IS LOCATED IN WHITE OAK RIVER BASIN. ANY',,, """�"f ��Z��2�1� BIS FRUCON ENGINEERING INC PROJECT.' 15M CLAYTON RD., SUITE 305 DATE: AW21110 I BALLWIN (ST. LOUIS) MISSOURI 63M 1. USA NAME: TIMOTHY D. CAVENY PHONE 00 3914300 FAX S35 3914497 DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE NUMBER F-Wi LICENSE NO: MU eel raoxK.-r.a. eosl 5 6 7 8 9 10 1 2 6/21/101 REVISED PER REVIEW COMMENTS MKR 1 6/08/101 REVISED PER REVIEW COMMENTS MKR 0 5/11/10 ISSUED FOR CONSTRUCTION MKR NO. DATE REVISION DESCRIPTION BY H DESIGNED + USMC MCCS DRAWING NO. DRAB 10t MARINE MART CONVENIENCE STORE C-103 CHECKED J" . CAMP LEJEUNE, NORTH CAROLINA APPROVED UI MACS REVIEW - CIVIL CON.NO. WSA+•050M GRADING PLAN T.O. NO. 4 OF 9 �SHEET 11 12 0 9 I � 2 )1=221 •.� /. .E .v ....._ _ ___"' �,.. r+r-r�—�-r'r—�r,"T'TT—r.-rrt--� :9— --f .'n :T•rF:�Fl r_ _ _. _ -- _ 0 T of i� g�0 z i O m O o� B � a W 2 N O Z Y w _ tw o i Zwo O m 00 a �o0 LL U U O N K O J � i a N W C tz€ z0 w O ' o 0 w N W w a z W a w O w O O 3 0 W ~ LL 0 V mom rc3 z w a 3w� O a zj� m 8 w 5 O F O KW W Q 10Q K g� D o F N F QW E IS-20 m a � w z3 wz aF 2U2z O U 6 U 2 � p z 3 U U W ? 0 Q LL W 2 N Up O �a m W K U o E F G =011 )1=22x34 N 20' 10, 0 20' SCALE: 1" = 20' �k O T gN�cR0813/N O i 4 EX CATCH BASIN TOP: 32.07' INV/ ES SUR NROLI POINT "J.P.HOUGH ,%96NORTHING: 309008/,%l � � ii �4 VV 105.377_�--,7 NOTES: - NOTE: THIS o� TPPLI ES S 10 ARoi� Integrated Design -Build Services 1. TREES SHOWN ARE EXISTING TREES TO REMAIN. DOCUMENT. I : Oe• FEssioy•. �'y 2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL DISCLAIM ANY z ?'QQo �� '• DOSOTHER SEAL Centennial TANK AREA WITH FUEL EQUIPMENT VENDOR. DOCUMENTS OR 2 - INSTRUME Cunaxiors Entup6m;, Inc 3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND RELATI TO OR INTEND TO BE %G ,GPs�`��p�� MARINECO SaN�as'`y DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503. IN ED Fo v 4. NO WETLANDS EXIST WITHIN THE PERMIT AREA. oFTHSRPAR 1,11 D�,,��2 BIS FRUCON ENGINEERING INC 5. SITE IS LOCATED IN WHITE OAK RIVER BASIN. PROJECTOR `` ANY OTHER PROJECT." - 15933 CLAYTON RD., SUITE 305 DATE: 6121110 BlS BALLWIN (ST. LOUIS). MISSOURI 63011. USA NAME: TIMOTHYD.CAVENY D a7 PHONE: 6363914300 FAX: 6383914497 DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE NUMBER F-05-11 LICENSE NO: 36712 - - BFEI PROJECT NO.805E 2 3 4 5 6 7 8 9 10 0 M. C 7 E F G B 6/21/101 REVISED PER COMMENTS MKR A 6/08/101 ISSUED FOR 100% REVIEW MKR NO. DATE REVISION DESCRIPTION BY H DESIGNED Mm USMC MCCS DRAWING NO. DRAWN mm MARINE MART CONVENIENCE STORE C-105 CHECKED JJ$ CAMP LEJEUNE, NORTH CAROLINA APPROVED LS CIVIL MACS REVIEW' CON, NO.. N^Fm"&DoOu DRAINAGE PLAN T.O. NO. NAFBAI-0&F-0805 SHEET OF 11 12 1 2 3 4 5 8 vir 7 8 9 10 11 12 2" ASPHALT SURFACE A PRIME COAT ��STONE BASE COURSEHED €� op S� '-----PREPARED SUBGRADE ASPHALT PAVEMENT SECTION VEHICLE PARKING AREAS am B NOT TO SCALE !09Z yF p2p Z W U � t K w� Z LL C U g C 3" ASPHALT SURFACE 9€ PRIME COAT 6 s 8" COMPACTED CRUSHED a STONE BASE COURSE Zg ©I Al GI HI SUBGRADEPREPARED ASPHALTPAVEMENT DRIVEWAY AND LOADING AREAS NOT • SCALE POINT TABLE POINT NO. ELEVATION NORTHING EASTING LABEL 1 40.00 308866.41 2493742.31 FFE 2 35.00 308773.92 2493617.92 WTR 3 39.20 308892.47 2493747.16 BC 4 39.85 308877.69 2493728.13 1 TC/BC 5 39.25 308899.77 2493707.82 PVMT 6 39.55 308880.61 2493712.40 TC/BC 7 39.70 308879.15 2493720.27 TC/BC 84 39.50 308894.93 2493733.88 BC 9 38.80 308886.27 2493681.92 BC 10 39.35 308878.06 2493698.69 BC 11 39.70 308872.26 2493710.85 GONG 12 39.00 308810.71 2493686.20 BC 13 39.35 308794.47 2493752.19 TC/BC 14 37.90 308773.35 2493821.10 CONC 15 37.90 308765.60 2493865.42 EDP 16 39.05 308776.32 2493677.78 EDP 17 39.35 308800.12 2493721.58 TC/BC 18 38.10 308785.77 2493622.88 1 EOP 19 36.90 308843.67 2493641.55 EDP 20 37.90 308786.98 2493619.07 EOP 21 35.00 308817.52 2493554.41 EOP 22 34.30 308855.27 2493557.74 EDP 23 37.00 308831.78 2493596.92 1 EDP 24 37.60 308891.41 2493657.31 EOP 25 37.50 308955.67 2493659.81 EDP ' 39.7 TC )1=22x34 1 2 CRUSHED STONE BASE COURSE EDGE OF PAVEMENT PREPARED SU EDGE OF ASPHALT PAVEMENT NOT TO SCALE 1/4" e 3 3"MIN 3"MIN e a INSERT AND SEAL WITH BACKER ROD AND JOINT SEALER -_ v _ - 2 1 /4" PROPOSED GRADE SEE PLAN DRAWING 4" COMPACTED CRUSHED STONE BASE COURSE 3/4"OxV-4" SMOOTH I DOWEL BAR; ONE J PREPARED SIDE LUBRICATED SUBGRADE 6" x 6" W2.9xW2.9 WWF CONTRACTION JOINT CONTROL JOINT NOTE: 1. CONTRACTION JOINTS IN PAVEMENT SHALL BE SPACED 20' APART, AND WHERE SHOWN ON PLAN. CONTROL JOINTS SHALL BE SPACED 6'-0" MAX. 2. CONCRETE PAVEMENT MATERIAL AND INSTALLATION SHALL MEET THE REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION SECTION 710. CONCRETE PAVEMENT SECTION AND JOINTS NOT TO SCALE 31.80 NOTES: 1. FILL MATERIAL MAY NOT BE PLACED IN THE INFILTRATION BASIN EXCEPT AS NECESSARY FOR CREATION OF THE EXTERIOR BERM. 2. SOD SHALL BE CENTIPEDE GRASS. 3. SOD SHALL NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY) LAYER. IT MUST BE VERIFIED AT CONSTRUCTION THAT NO IMPERMEABLE LAYER EXIST. INFILTRATION BASIN CROSS SECTION APPLICABLE TO AREAS A & B 2 NOT TO SCALE MAXIMUM WATER LEV ELEV: 36 1 POINT TABLE POINT TABLE POINT TABLE POINT NO. ELEVATION NORTHING EASTING LABEL POINT NO. ELEVATION NORTHING EASTING LABEL POINT NO. ELEVATION NORTHING EASTING LABEL 26 37.50 308988.90 2493698.93 EOP 51 37.20 308796.95 2493866.56 EOP 76 38.30 308884.47 2493838.65 GONG 27 39.40 308974.18 2493778.18 EDP 52 37.00 308789.01 2493883.19 EOP 77 33.75 308874.04 2493554.46 EDP 28 39.10 308921.96 2493752.64 GONG 53 38.50 308882.67 2493922.43 EOP 78 33.45 308806.61 2493522.40 EDP 29 39.10 1 308953.42 2493758.48 GONG 54 38.50 308889.63 2493905.83 1 EOP 79 37.15 308863.48 2493652.82 1 EDP 30 38.00 308964.76 2493697.46 GONG 55 39.30 308906.61 2493913.09 EOP 80 37.60 308970.17 2493863.47 EDP 31 38.00 308932.77 2493691.53 GONG 56 38.90 308931.32 2493890.76 EOP 81 39.80 308927.93 2493965.34 EDP 32 38.80 308913.57 2493797.80 GONG 57 39.50 308926.61 2493931.60 EOP 82 39.17 308901.16 2493762.59 PVMT 33 38.80 308945.04 2493803.64 GONG 58 38.80 308944.79 2493889.22 EOP 83 38.90 308890.90 2493782.64 PVMT 34 39.15 308969.70 2493802.25 EDP 59 39.30 308832.46 2493806.49 GONG (84 38.75 308785.46 2493789.35 MH 35 38.90 308958.48 2493823.41 EDP 60 39.30 308803.68 2493801.15 GONG 85 38.35 308809.97 2493657.44 MH 36 38.50 308924.59 2493856.87 EDP 61 39.25 308950.63 2493773.50 GONG 86 36.20 308832.89 2493581.86 MH 37 39.05 308890.00 2493760.44 BC 62 39.25 308919.17 2493767.66 GONG 87 35.50 308949.31 2493878.90 FL 38 39.30 308871.85 2493759.61 BC 63 39.40 308882.08 2493704.54 BC 88 36.10 308921.56 2493943.70 FL 39 38.95 308864.37 2493796.60 BC 64 36.75 308719.39 2493972.40 FLTR STRIP 89 34.30 308911.02 2493587.88 GS 40 39.70 308859.11 2493781.64 BLDG 65 36.75 308750.69 2493884.83 FLTR STRIP 90 34.30 308858.64 2493560.20 GS 41 39.90 308837.81 2493777.68 BLDG 66 38.10 308751.67 2493817.39 BC 91 36.80 308835.12 2493604.70 LEVEL SPRDR 42 39.30 308835.16 2493791.94 BC 67 39.60 308814.69 2493692.02 BLDG CDR 92 36.80 308887.50 2493632.38 LEVEL SPRDR 43 38.65 308825.25 2493834.32 ASPH 68 39.85 308873.72 2493702.99 BLDG CDR 93 35.95 308804.45 2493722.89 BC 44 38.65 308789.53 2493827.69 ASPH 69 35.50 308742.86 2493760.36 TAP 94 39.95 308803.45 2493728.30 SW 45 39.00 308842.28 2493808.38 GONG 70 35.80 308845.94 2493914.26 OUTLET 95 39.95 308799.95 2493747.11 SW 46 39.10 308794.76 2493799.56 GONG 71 38.50 308881.06 2493811.44 CO 96 39.45 308798.37 2493752.92 BC 47 39.30 308797.80 2493783.18 BLDG COR 72 39.00 308911.42 2493722.53 CO 97 36.25 309008.58 1 2493703.72 SIGN 48 39.50 308766.40 2493733.33 EDP 73 38.65 308926.38 2493814.92 CON C 98 34.25 309018.91 2493705.21 SIGN 49 38.00 308743.92 2493861.72 BC/EOP 74 38.65 308896.09 2493804.58 GONG 99 36.50 308735.04 2493928.61 GS 50 37.90 308767.70 2493853.61 1 75 38.30 308914.75 2493848.99 GONG 100 36.40 308727.02 2493890.99 GS FL OF PROPOSED SWALE ELEV. VARIES - SEE GRADING DRAWING y y y 50'-0" #57 STONE PER FASTM C-33 y y MIRAFI G-100N FILTER FABRIC -' SOD 4 - #5 EQ. SPACED #5 @1'-6" VERTICAL CONCRETE LEVEL SPREADER ELEV. 36.80 - SEE PLAN DRAWINGS FOR LENGTH MAX. WATER LEVEL __ fELEV. 36.80 - - - - NOTES: 1. PROVIDE EXPANSION JOINTS IN LEVEL SPREADER AT 20' MAX SPACING. LEVEL SPREADER AND FILTER STRIP SECTION APPLICABLE TO AREAS A & B NOT TO SCALE POINT TABLE POINT NO. ELEVATION NORTHING EASTING LABEL 101 36.20 308732.67 2493843.25 GS 102 37.95 308754.34 2493863.76 GONG 103 37.50 308768.23 2493880.30 GS NOTE: 'THIS ONLYAPPLIES "161114 TO THIS ��`N1CAR1,'�., I� :ENT. OP FEssip • DISCLAIM ANY ' ?QQ`O tiy�.9 RESPONSIBILITY FOR ALL OTHER $ DOCUMENTS OR - INSTRUMEN RELATING T OR INTENDED T E • • USED FOR ANY P.: �G.• PART OR PARTS '.NE.. OF ..... PROJECTOR D • ANY OTHER ) PROJECT.' Integrated Design -Build Services CentennialL131 M s MARINECORPS aNfcnousn"y BIS FRUCON ENGINEERING INC 15933 CLAYTON RD., SURE 305 C B WIN to I. LOUIS). MISSOURI 03011. USA �7 PHONE: 636 391 43M FAX: 5363914497 NORTH CAROLINA LICENSE NUMBER F-0571 eFEi F"o.Ecr No. ms 9 10 2 6/21/10 1 6/08/10 0 5/11/10 NO. DATE DESIGNED Aura -. DRAWN MKR CHECKED JJs APPROVED �. MACS REVIEW ' CON. NO. WRAi-0soams T.O. NO. NAFSAI-W-ON8 0 0 A F) 19 F G REVISED PER REVIEW COMMENTS MKR REVISED PER REVIEW COMMENTS MKR ISSUED FOR CONSTRUCTION MKR REVISION DESCRIPTION BY H USMC MCCS DRAWING NO. MARINE MART CONVENIENCE STORE C-503 CAMP LEJEUNE, NORTH CAROLINA CIVIL DRAINAGE DETAILS AND POINT TABLE SHEET B OF 9 11 12 2 3 4 I 5 8 7 I 8 E 12 A om F o G i H O PLAN VIEW 2"-3" COARSE 8" MIN. AGGREGATE F SECTION AA 20' OR TOTAL WIDTH OF ACCESS WHICH EVER IS GREATER NOTE: 1. INSTALL ROCK CONSTRUCTION EXIT ANYWHERE TRAFFIC EXITS THE UNSTABLIZED SITE. 2. MAINTAIN THE GRAVEL IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE. 3. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. 4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. ROCK CONSTRUCTION EXIT NOT TO SCALE WIRE MESH GALVANIZED, 11 GAGE, OR PLASTIC MESH 1/4" MAX. OPENING AASHTO #57 STONE - WIRE OR PLASTIC MESH (SEE ABOVE) —I 11=�1 I I-11J,1 I I� ' fI GRATE NOTE: 1. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 1/2" (DURING A 24 HOUR PERIOD). IF ANY DEVICE FAILURE IS SEEN, IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN. STONE AND CONCRETE BLOCK INLET PROTECTION NOT TO SCALE )1=22x34 1 2 3 2 SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF TOPSOIL STOCKPILE. SEE SILT FENCE DETAIL THIS SHEET. X 10"� ORIGINAL �--TOPSOIL GROUND STOCKPILE SURFACE NOTES: 1. MAXIMUM SLOPE SHALL BE 2HAV. 2. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED. TEMPORARY TOPSOIL STOCKPILE DETAIL NOT TO SCALE -CRUSHED AGGREGATE (WASHED, SEE NOTE 5) 4" TO 7" STONE TOP OF BANK (SEE NOTE 1) " 11 DITCH PROFILE r 6" MIN_ 4'(MIN WFIRI - CROSS SECTION STANDARD STONE CHECK DAM DESIGN SLOPE SPACING 2% or less 80' STANDARD SYMBOL 2.1 % to 4% 40' 4.1 % to 7% 25' 7.1% to 10% 15, over 10% use lined waterway design CONSTRUCTION SPECIFICATIONS 1. THE CHECK DAM SHALL BE CONSTRUCTED OF 4"-7" STONE. THE STONE SHALL BE PLACED SO THAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL AND KEYED INTO THE CHANNEL BANKS. 3. THE TOP OF THE CHECK DAM SHALL BE CONSTRUCTED SO THAT THE CENTER IS APPROXIMATELY 6" LOWER THAN THE OUTER EDGES, FORMING A WEIR THAT WATER CAN FLOW ACROSS. 4. THE MAXIMUM HEIGHT OF THE CHECK DAM AT THE CENTER SHALL NOT EXCEED 24" SHEET FLOW I i I I I ■ WT11 \'i STEEL POST FLOW CUT TRENCH, PLACE FABRIC IN TRENCH, AND BACKFILL WITH GRAVEL SECTION A EX GROUND z �I I I FILTER FABRIC 00 �. N W6x6/1Ox10 GAGE WELDED WIRE Ll LI FABRIC LJ ELEVATION NOTES: 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS A14D STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0" TO 1200F. 2. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. 5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 6. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 7. SILTATION CONTROL DEVICES TO REMAIN IN PLACE UNTIL ADEQUATE VEGETATIVE GROWTH INSURES NO FURTHER EROSION OF SOIL 8. SILTATION FENCES SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 1/2" (DURING A 24 HOUR PERIOD) FOR DAMAGE AND FOR THE AMOUNT OF SEDIMENTATION WHICH HAS ACCUMULATED. REMOVAL OF SEDIMENT WILL BE REQUIRED WHEN IT REACHES 1/2 OF THE HEIGHT OF THE SILTATION FENCE. IF ANY DEVICE FAILURE IS SEEN, IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN. 9. THE CONTRACTOR SHALL PROVIDE SILTATION CONTROL, AS REQUIRED BY LOCAL GOVERNING AUTHORITY, TO PREVENT SILTATION OFF -SITE UNTIL THE PAVEMENT HAS BEEN INSTALLED AND VEGETATION HAS BEEN ESTABLISHED, AT WHICH TIME THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE SILTATION CONTROL, REPAIR OF ANY ERODED AREAS AND RESTORATION AT THE SILTATION CONTROL DEVICE. SEE STORM WATER POLLUTION PREVENTION PLAN IN APPENDIX TO SPECIFICATIONS FOR SUGGESTED M',NIMUM EROSION CONTROL MEASURES. SILTATION FENCE DETAIL NOT TO SCALE A r3 C IC E F G 5. THE UPSTREAM SIDE OF THE CHECK DAM SHALL BE LINED WITH APPROXIMATELY V OF Y4" TO *' CRUSHED AGGREGATE. 6. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST NOTE "THIS Integrated Design -Build Services SEAL APPLIES ',,�\plpp�o` ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT OCUMEENTO T. I 'AN%GARO''O� GREATER THAN 1/2" (DURING A 24 HOUR PERIOD). IFANY DEVICE FAILURE DISCAIMANY a=OQ>ss►o ��/,�'., IS SEEN, IMMEDIATE CORRECTIVE ACTION MUST BETAKEN. DOCUMENTS ion 2 a � =9 'y Centennialm S 1 6/08/10 REVISED PER REVIEW COMMENTS MKR ROCK CHECK DAM INSTRUMENTS 17/95 i '°" '"` Xgacmn 0 5/11/10 ISSUED FOR CONSTRUCTION MKRNOT TO SCALEINTENDEDIOSE MAIII CO ND• DATE REVISIONOESCRIPTION SYUSED FOR ANY �'• � .! H PARTORPARTS ''/THIS ,Fo �'�D DESIGNED Mm USMCMCCS DRAWING NO. PROJECTOR. Qp • ►6 v� BIS FRUCON ENGINEERING INC DRAWN m MARINE MART CONVENIENCE STORE C-504 ANY OTHER VVV�" CHECKED in PROJECT., 16933 CLAYTON RD., SUITE 396 CAMP LEJEUNE, NORTH CAROLINA DATE: 8198N0 SALLWIN (ST. LOUIS), MISSOURI 6MM USA APPROVED L" NAME: LEONW.SCHNUR PHONF-63639143M FAX:6383914497 MACS REVIEW' CIVIL DISCIPLINE: ENGINEER NORTH CAROUNA LICENSE NUMBER F-W1 CON. NO. "MI^*^�o-^"u LICENSE NO: 17795 - EROSION CONTROL DETAILS SHEET9OF9 av1, P""bcr"o.wau.0 T.O. NO. 5 6 7 8 9 10 11 12