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Home My WebLink AboutSW8110715_APPROVED PLANS_20110812C STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 \\0"11S DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2011 OR II-- YYYYMMDD n a 1 i 2 3 4 5 I IN I .A INDEX OF DRAWINGS a g NAVFAC SHEET SHEET NAVFAC SHEET SHEET NAVFAC SHEET SHEET DWG. NO. NO. REF. NO. SHEET TITLE M. NO. NO. REF. NO. SHEET TITLE M. NO. NO. REF. NO. SHEET TITLE GENERAL I LECrRrA (CONn ED) 12599000 1 GI001 COVER SHEET 12599063 64 ES141 FRENCH CREEK #3 ON SNEADS FERRY ROAD 12599001 2 C1002 INDEX OF DRAWINGS 12599064 65 ES142 FRENCH CREEK #3 & INDUSTRIAL #2 ON SNEADS FERRY RD, 12599002 3 C1003 ABBREVIATIONS & LEGEND 12599065 66 ES143 INDUSTRIAL #2 ON SNEADS FERRY RD. B 12599066 67 ES144 INDUSTRIAL #2 ON SNEADS FERRY RD. 4 GR101 12599D04 BORING LOGS 12599067 68 ES145 INDUSTRIAL #2 & PINEY GREEN CIRCUITS ALONG SNEADS FERRY AND PINEY GREEN,,ARD 1259 6 GR103 BORING LOGS 12599069. 69 ES146 FRENCH CREEK #3 & INDUSTRIAL #2 ON SNEADS FERRY RD, 12599069`. 70 ES147 CONE AND PINEY GREEN INSTERSECTION 12599070 71 ES148 HOLCOMB BOULEVARD 12599071 72 ES149 RAILROAD ROAD 12599072 V3 ES150 HOLCOMB BOULEVARD 12599073 $A ES151 HOLCOMB BOULEVARD . o I12599074 75,, ES152 REGIMENTAL #2 & #3 ON MCHUGH BOULEVARD f 112599075 76 \. ES153 REGIMENTAL #2 ON MCHUGH BOULEVARD �12599076 77 ES154 REGIMENTAL #2 & #4 AT LOUIS RD. AND MCHUGH BLVD. N 12599077 78 ES155 REGIMENTAL #2 ON MCHUGH BOULEVARD 02599078 79 ES156 "N" STREET CML ; 12599079 80 ES157 REGIMETAL #2 ON 1" STREET 12599006 7 C-001 CIVIL GENERAL NOTES & LEGEND 12599080 81 ES158 REGIMENTAL # ON "0" STREET 12599007 8 CC1O1 FRENCH CREEK SUBSTATION EROSION & SEDIMENT CONTROL PLAN 12599081 82 ES159 "M" STREET AND "N" STREET 12599008 9 CC501 FRENCH CREEK SUBSTATION EROSION & SEDIMENT CONTROL NOTES & DETAILS 12599082 83 ES1;60 REGIMENTAL #2 & #4 ON J.C. SMITH ROAD 12599009 10 CG101 FRENCH CREEK SUBSTATION STORMWATER MANAGEMENT PLAN 12599083 84 ES161 REGIMENTAL #4 ON "0" STREET 12599010 11 CG102 FRENCH CREEK SUBSTATION PROJECT LIMITS 12599084 85 ES162, REGIMENTAL #2 & #4 AT "0" STREET AND J.C. SMITH ROAD 12599011 12 CS101 FRENCH CREEK SUBSTATION SITE & LAYOUT PLAN 12599085 86 ES163 ` MALL FEEDER EXTENSION TO MCHUGH BLVD. 12599012 13 CS501 FRENCH CREEK SUBSTATION SITE DETAILS i12599086 87 ES164 MALL FEEDER EXTENSION TO MCHUGH BLVD. 12599013 14 CS502 FRENCH CREEK SUBSTATION SITE DETAILS 12599087 88 E5165 MALL FEEDER EXTENSION TO MCHUGH BLVD. 12599088 89 ES166 ONSLOW BEACH AND COURTHOUSE BAY CIRCUITS DOWN SNEADS FERRY ROAD ES167 ONSLOW BEACH AND COURTHOUSE BAY CIRCUITS OOWN SNEADS FERRY ROAD 112599090 901 ES168 ONSLOW BEACH AND COURTHOUSE BAY CIRCUITS DOWN SNEADS FERRY ROAD �``(N'CARO<�� 112599091 92 ES169 ONSLOW BEACH AND COURTHOUSE BAY CIRCdS DOWN SNEADS FERRY ROAD ?�� oFEss/0 v �'•� '12599092 93 ES170 ONSLQW BEACH AND COURTHOUSE BAY CIRC�ITS DOWN SNEADS FERRY ROAD z 112599093 94 ES171 ONSLOW BEACH AND COURTHOUSE BAY CIRCUITS DOWN SNEADS FERRY ROAD SEAL 025171 12599094 95 ES172 ONSLOW BEACH AND COURTHOUSE BAY CIICUITS DOWN SNEADS FERRY ROAD % 12599095 96 ES173 ONSLOW BEACH AND COURTHOUSE BAY IRCUITS DOWN SNEADS FERRY ROAD NE 12599096 97 ES174 ONSLOW BEACH AND COURTHOUSE BAY/CIRCUITS DOWN SNEADS FERRY ROAD 12599097 98 ES175 ONSLOW BEACH AND COURTHOUSE BAY CIRCUITS AT SNEADS FERRY AND MARINES RD. SEAL RAL I 12599098 99 ES201 FRENCH CREEK SUBSTATION GROUNIING PLAN 12599014 15 5-001 GENERAL NOTES AND STAN TAILS f 12599099 100 ES202 FRENCH CREEK SUBSTATION GROU DING PLAN 12599015 16 SB101 SUBSTATION FOU PLAN i12599100 101 ES401 FRENCH CREEK SUBSTATION ENLARGED PLAN 12599017 17 S SUB PLAN 12599101 103 ES403 FRENCH CREEK SUBSTATION PO NER PLAN 12599017 18 - ARAMINGTIONS F EVATIONS AND DETAILS 12599102 103 ES403 FRENCH CREEK SUBSTATION CONTROL PLAN � ��0� 125990 S-502 FRAMING ELEVATI ILS ' 12599103 104 ES404 SUBSTATION #1 ALARM/DATA PLAN _ 12599104 105 ES500 DETAIL TABLE OF CONTENTS AND NOTES mcomnEciNnAE 9,w 12599105 106 ES501 SUBSTATION DETAILS &:'ELEVATIONS w conronAGKNC �7 suMMs � 12599106 107 ES502 - SUBSTATION DETAILS I ELEVATIONS �919)95Ll100 wwaecommm 12599107 108 ES503 SINGLE CIRCUIT POLE DETAILS 12599108 109 ES504 SINGLE CIRCUIT AND DOUBLE CIRCUIT POLE DETAILS A/E INFO APPROVED 12599109 110 ES505 DOUBLE CIRCUIT POLE AND POLE ACCESSORY DETAILS 12599110 111 ES506 SAG TABLES, DUCTBANK INSTALLATION AND CONDUIT OFFSET RISER DETAILS 12599111 112 ES507 POLE ACCESSORY DETAILS 12599112 1 13 ES508 POLE ACCESSORY DETAILS FOR COMMANDER NAVFAC ACTEAFY 125991 13 114 ES509 POLE ACCESSORY DETAILS 100% FINAL DESIGN PACKAGE CTRICAL j 12599114 115 ES510 SUBSTATION DETAILS & ELEVATIONS SUBMITTAL 1 599019 20 ES001 SITE LEGEND AND GENERAL NOTES 12599115 1 16 ES511 POLE DETAILS SATISFACTORY TO DATE 06.13.2011 12 99020 21 ESIDOA KEYPLAN NORTH - HADNOT POINT ' 12599116 117 ES512 POLE DETAILS Des DJF 1DRw DJF cHM 125 021 22 ES100B KEYPLAN NORTH - HADNOT POINT & FRENCH CREEK 12599117 118 ES513 POLE DETAILS «PM/DM>> CW PV BRANCH MANAGER 12599 2 23 ES100C KEYPLAN NORTH - SNEADS FERRY TO MARINES ROAD l 12599118 119 ES514 POLE DETAILS CHIEF ENc/ARCH 125990 24 ES101 FRENCH CREEK SUBSTATION SITE PLAN 12599119 120 ES601 FRENCH CREEK SUBSTATION ONE -LINE DIAGRAM RE PROEcnoN 12599024 25 ES102 CIRCUITS FRENCH CREEK #1 & FRENCH CREEK #2 ON MCHUGH BLVD.'. 12599120 121 ES602 FRENCH CREEK SUBSTATION THREE -LINE DIAGRAM H z 12599025 26 ES103 CIRCUITS FRENCH CREEK #1 & FRENCH CREEK #2 ON MCHUGH BLVD. j 12599121 122 ES603 FRENCH CREEK SUBSTATION THREE -LINE DIAGRAM 12599026 27 ES104 CIRCUITS FRENCH CREEK #1 & FRENCH CREEK P ON MCHUGH BLVD.', 12599122 123 ES604 FRENCH CREEK SUBSTATION THREE -LINE DIAGRAM o 12599027 8 ES105 CIRCUITS FRENCH CREEK #1 & FRENCH CREEK./#2 ON MCHUGH BLVD.; 12599123 124 ES605 FRENCH CREEK SUBSTATION THREE -LINE DIAGRAM 12599028 2 ES106 FRENCH CREEK #1 ON MCHUGH BLVD. 12599124 125 ES606 FRENCH CREEK SUBSTATION DATA/ALARM TELECOM 12599029 30 ES107 FRENCH CREEK #1 & REGIMENTAL #4 ON MCHUGH BLVD. 12599125 126 ES607 FRENCH CREEK SUBSTATION BUS DIFFERENTIAL w 31 ES108 FRENCH CREEK #1 ON GONZALEZ BOULEVARD 12599126 127 ES608 SUBSTATION #1 DATA/ALARM TELECOM La12599030 w Q W o 12599031 32 ES109 FRENCH CREEK #1 ON GONZALEZ BOULEVARD 12599127 128 ES701 POLE DATA SHEET w > � z 12599032 33 ES110 FRENCH CREEK #1 ON CONNOR STREET 12599128 129 ES702 POLE DATA SHEET Z z 12599033 34 111 FRENCH CREEK #1 ON GONZALEZE BOULEVARD 12599129 130 ES703 POLE DATA SHEET W } 12599034 35 ES 12 FRENCH CREEK #1 ON CONNOR STREET 12599130 131 ES704 POLE DATA SHEET I w w J N 12599035 36 ES11 FRENCH CREEK #1 ON GO ALEZ BOULEVARD FRENCH CREEK ON NZALEZ BOULEVARD 12599131 12599132 132 133 ES705 ES706 POLE DATA SHEET POLE DATA SHEET '� 9 Q a n CD Z_ 12599036 37 ES114 #1 12599037 38 ES115 FRENCH CREEK #1 0 EASONER STREET 12599133 134 ES707 POLE DATA SHEET $ 12599038 39 ES116 ENCH CREEK #1 F OF GONZALEZ BOULEVARD 12599134 135 ES708 POLE DATA SHEET O (D < 12599039 40 ES117 FIR CH CREEK # ON GONZALEZ BOULEVARD 12599135 135 ES709 POLE DATA SHEET C.)J 12599040 41 ES118 FIRE H CREEK, 1 ON GONZALEZ BOULEVARD 12599136 137 ES710 POLE DATA SHEET 0 Q 12599041 42 ES119 FRENC CRE #1 ON GONZALEZ BOULEVARD 12599137 138 ES711 POLE DATA SHEET ZU _ LL_ CD 12599042 43 ES120 FRENCH EK #1 ON GONZALEZ BOULEVARD 12599138 139 ES712 POLE DATA SHEET W 12599043 44 ES121 FRENCH R K #2 ON GONZALEZ BOULEVARD 12599139 140 ES713 POLE DATA SHEET W X 12599044 45 ES122 FREN CREE #2 ON GONZALEZ BOULEVARD 12599140 .141 ES714 POLE DATA SHEET Z (,� � 12599045 46 ES123 FIR CH CREEK ON GONZALEZ BOULEVARD 12599141 /142 ES715 POLE DATA SHEET i Z J Z 12599046 47 ES124 F ENCH CREEK #2 N GONZALEZ BOULEVARD 12599142 / 143 ES716 POLE DATA SHEET W w 12599047 48 ES125 FRENCH CREEK #2 0 GONZALEZ BOULEVARD 12599143 144 ES717 POLE DATA SHEET fn w 12599048 49 ES126 FRENCH CREEK #2 ON ALY ROAD 12599144 145 ES718 POLE DATA SHEET W Q 12599049 50 ES12 FRENCH CREEK #1 & #2 N BARKER STREET 1259914 146 ES719 POLE DATA SHEET J N 12599050 51 E 8 FRENCH CREEK 11 ON GON EZ BOULEVARD 12599146 147 ES720 POLE DATA SHEET 12599051 52 129 FRENCH CREEK #1 & #2 ON G ZALEZ BOULEVARD 12599V47 148 ES721 POLE DATA SHEET Q o 12599052 53 ES130 FRENCH CREEK #1 & #2 ON GON LEZ BOULEVARD 1259g148 149 ES722 POLE DATA SHEET w J v 12599053 54 ES131 FRENCH CREEK #2 OFF MCHUGH BO ARD 12�39149 150 ES723 POLE DATA SHEET Z 12599054 55 ES132 FRENCH CREEK #2 ON GONZALEZ BOUL RD 12fi99150 151 ES724 POLE DATA SHEET as Q 12599055 5 ES133 FRENCH CREEK #2 ON GONZALEZ BOLL VA — o Z SCALE: AS NOTED 12599056 57 ES134 FRENCH CREEK #3 ON SNEADS FERRY ROAD 12599057 58 ES135 FRENCH CREEK #3 ON SNEADS FERRY ROAD EPROJECT No.: 726542 12599058 59 ES136 FRENCH CREEK #3 ON SNEADS FERRY ROAD CONSTR, CONTE. NO. 125990 60 ES137 FRENCH CREEK #3 ON SNEADS FERRY ROAD REcET N40085-10-D-5313 NAVFAC DRAWING NO, 1259 60 61 ES138 FRENCH CREEK #3 ON SNEADS FERRY ROAD 1 9061 599062 62 63 ES139 ES140 FRENCH CREEK #3 ON SNEADS FERRY ROAD FRENCH CREEK #3 ON SNEADS FERRY ROAD AUG 0'-' ' ''? 12599001 SHEET 2 of 151 G1002 ay,_ __ __� _ LD B u 5 VRAWFMRM HLV51ON: 10 MARCH 2009 z 1 2 3 4 5 A B B R E V I AT 1 0 N S L E G E N D g A AMPERE, AIR COMPRESSED AIR C.O.G. CHANGE OF GRADE FLG FLANGE LLH LONG LEG HORIZONTAL PSIG POUNDS PER SQUARE INCH GAGE TSD TEMPORARY SLOPE DRAIN BUILDING MATERIALS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY COL COLUMN FLSH FLASHING LLV LONG LEG VERTICAL PT POINT OF TANGENT, POTENTIAL TRANSFORMER TSP TWISTED SHIELDED PAIR o AND TRANSPORTATION OFFICIALS COMB. COMBINATION FLUOR FLUORESCENT LOC LOCATE PTN PARTITION TST TWISTED SHIELDED TRIPLE AB ANCHOR BOLT COMP COMPRESSION, COMPRESSED FOB FACE OF BRICK, FRONT OF BUILDING LONG, LONGITUDINAL PVC POINT OF VERTICAL CURVE, POLYVINYL T'STAT THERMOSTAT ABT ABOUT CONIC CONCRETE FPM FEET PER MINUTE LIPS LOW PRESSURE SODIUM CHLORIDE TU TERMINAL UNIT ABUT. ABUTMENT COND CONDUCTOR, CONDUCTIVE, CONDENSER FIR FRAME, FROM LPT LOW POINT PVI POINT OF VERTICAL INTERSECTION TV TELEVISION, TELEVISION OUTLET ABV ABOVE CONN CONNECT, CONNECTION FRICT FRICTION LR LONG RADIUS, LINEAR REGISTER PVMT PAVEMENT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR `�/�� EARTH AC ALTERNATING CURRENT, AIR CONDITIONING CONST CONSTRUCTION FRT FIRE RETARDANT TREATED LS LUMP SUM, LIMIT SWITCH PVT POINT OF VERTICAL TANGENT, PRIVATE TYP TYPICAL C UNIT, ACRE CONT CONTINUOUS, CONTINUATION FRZR FREEZER LT LIGHT PWR POWER UC UNDERCUT o='T ACI AMERICAN CONCRETE INSTITUTE CONTR CONTRACT, CONTRACTOR FS FAR SIDE, FULL SIZE, FLOW SWITCH LTG LIGHTING QT QUARRY TILE OF UNDERFLOOR rQI;)IF UT CRUSHED STONE ACM ASBESTOS CONTAINING MATERIAL COORD COORDINATE FT FOOT LV LOW VOLTAGE 0 ROUND (DIAMETER), PHASE UFD UNDER FLOOR DUCT ACMU ACOUSTICAL CONCRETE MASONRY UNITS COP COPPER FTG FOOTING LVR LOUVER R RISER, RIGHT, RADIUS UG UNDERGROUND D ACS ACCESS COR CORNER FUR FURRED, FURRING LW LONG WAY, LIMIT OF WORK R/W RIGHT OF WAY UH UNIT HEATER CONCRETE ACST ACOUSTIC, ACOUSTICAL CORR CORRIDOR, CORRUGATED FURN FURNISH LWC LIGHTWEIGHT CONCRETE RA RETURN AIR UHF ULTRAHIGH FREQUENCY A.C.T ACOUSTIC CEILING TILE COV COVER FUT FUTURE LWL LOW-WATER LINE RAD RADIUS UL UNDERWRITERS' LABORATORY ACV ALARM CHECK VALVE CID CEMENT PLASTER, CONDENSATE PUMP FWC FABRIC WALL COVERING L.W.T. LEAVING WATER TEMPERATURE RAF RAISED ACCESS FLOOR ULT ULTIMATE ADD. ADDITIONAL DISCHARGE FXTR FIXTURE M MICROPHONE, MANUAL RAS RETURN ACTIVATED SLUDGE UNIF UNIFORM ' STEEL ADH ADHESIVE CPT CARPET G GAS MAIN OR SERVICE LINE m METER RBR RUBBER UNO UNLESS NOTED OTHERWISE z ADJ ADJACENT CR CEILING REGISTER, HOT CONDENSER WATER GA GAGE, GAUGE MACH MACHINE RCP REINFORCED CONCRETE PIPE UPS UNINTERRUPTIBLE POWER SUPPLY a ADMIN ADMINISTRATIVE CSD CELLULAR STEEL DECK GAL GALLON MAG MAGNETIC RCPT RECEPTACLE UR URINAL { CONCRETE MASONRY UNITS AFF ABOVE FINISH FLOOR CT CERAMIC TILE, CURRENT TRANSFORMER GALV GALVANIZE, GALVANIZED MATL MATERIAL RCVG RECEIVING U.S. URINAL SCREEN y AFFF AQUEOUS FILM FORMING FOAM CTR CENTER GC GROUND COUNTERPOISE MAT/ MASTER ANTENNA TELEVISION RCVR RECEIVER UTIL UTILITY o AFMS AIRFLOW MEASURING STATION CTRL CONTROL GCMU GLAZED CONCRETE MASONRY UNIT MAX MAXIMUM RD ROOF DRAIN, ROAD V VOLTAGE, VOLT, VENT, VALVE BRICK AGGR AGGREGATE CTSK COUNTERSUNK GDR GUARDRAIL MBH 1000 BTU PER HOUR RDCR REDUCER VA VOLT-AMPERE AH AIR HANDLING, AIR -HANDLING UNIT CTWT COUNTERWEIGHT GEN GENERATOR MBR MEMBER REC RECESS VAC VACUUM, VOLTS AC AHR ANCHOR Cu CUBIC, COPPER GFE GOVERNMENT FURNISHED EQUIPMENT MCB MAIN CIRCUIT BREAKER RECIR RECIRCULATING VAR VOLT-AMPERE REACTIVE AIC AMPERE INTERRUPTING CAPACITY CULV CULVERT GFECI GOVERNMENT FURNISHED EQUIPMENT, MCC MOTOR CONTROL CENTER RECT RECTANGLE, RECTANGULAR VAV VARIABLE AIR VOLUME ACOUSTICAL TILE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CV CONVERTER CONTRACTOR INSTALLED MECH MECHANICAL RED. REDUCING VB VAPOR BARRIER AL ALUMINUM CW DOMESTIC COLD WATER GFI GROUND FAULT INTERRUPTER MEMB MEMBRANE REF REFERENCE VC VERTICAL CURVE ALT ALTERNATE CWB CAPILLARY WATER BARRIER GFM GOVERNMENT FURNISHED MATERIAL MET. METAL REEL REFLECTED VCT VINYL COMPOSITION TILE ROUGH WOOD AM. AMMETER D DEPTH, DEGREE OF CURVE, DIMMER GHZ GIGAHERTZ MFR MANUFACTURER REFR REFRIGERATOR VD VOLUME DAMPER AMP AMPERE SWITCH, DRAINLINE, MOUNTED IN DUCT GI GALVANIZED IRON M/G MOTOR/GENERATOR REINF REINFORCE, REINFORCEMENT, REINFORCED VDC VOLTS DC ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DB DRY BULB, DIRECT BURIAL, DUCT, DEEP GL GLASS MGD MILLION GALLONS PER DAY REM REMAINDER VEL VELOCITY FINISH WOOD AP ACCESS PANEL BANK, DECIBELS, DEED BOOK GND GROUND MH MANHOLE, MOUNTING HEIGHT, METAL HALIDE REQD REQUIRED VENT. VENTILATE APPR APPROVED DBL DOUBLE GOUT GOVERNMENT MHZ MEGAHERTZ RESIL RESILIENT VERT VERTICAL APPROX APPROXIMATE DC DIRECT CURRENT GPH GALLONS PER HOUR MID MIDDLE REV REVISION VEST. VESTIBULE APS ALARM PRESSURE SWITCH DEC DECIDUOUS GPM GALLONS PER MINUTE MIN MINIMUM RF ROOF, RADIO FREQUENCY VFD VARIABLE FREQUENCY DRIVE PLYWOOD ARCH, ARCHITECTURAL DEFL DEFLECT, DEFLECTION GR GRADE MISC MISCELLANEOUS RFC ROOFING VHF VERY HIGH FREQUENCY �/�/��+ AREMA AMERICAN RAILWAY ENGINEERING AND DEG DEGREE GRAD GRADUATED MJ MECHANICAL JOINT RFH ROOF HATCH VIB VIBRATION PLASTER OR GWB MAINTENANCE -of -WAY ASSOCIATION DEM DEMOUNTABLE GIRL GRILLE MK MARK RFI RADIO FREQUENCY INTERFERENCE VIF VERIFY IN FIELD ASB ASBESTOS DEPR DEPRESSED GIRT GROUT MKBD MARKER BOARD RL ROOF LEADER, REFRIGERANT LIQUID VIN VINYL COMPOSITION TILE ASPH ASPHALT DEPT DEPARTMENT GRS GALVANIZED RIGID STEEL MLO MAIN LUGS ONLY RM ROOM VLT VAULT ASSY ASSEMBLY DIET DETAIL GSU GLAZED STRUCTURAL UNITS mm MILLIMETER RND ROUND VIM VOLTMETER GATT INSULATION �� ASTM AMERICAN SOCIETY FOR TESTING AND OF DRINKING FOUNTAIN GTV GATE VALVE MO MASONRY OPENING RO ROUGH OPENING VOL VOLUME J��N CARO(��i MATERIALS DH DUCT HEATER, DOOR HOLDER GVL GRAVEL MON MONUMENT RPM REVOLUTIONS PER MINUTE VR VAPOR RETARDER �p� ASYM ASYMMETRICAL DI DROP INLET, DUCTILE IRON GWB GYPSUM WALLBOARD MP MEDIUM PRESSURE RR RIPRAP, RAILROAD VS VERTICAL SLOT =0 e�FESS ATS AUTOMATIC TRANSFER SWITCH DIA DIAMETER GYP GYPSUM MPa MEGAPASCAL RTE ROUTE VT VINYL TILE RIGID INSULATION a . AUTO. AUTOMATIC DIAG DIAGRAM, DIAGONAL H HIGH MPH MILES PER HOUR S SOUTH, SANITARY, SEWER, SPEAKER, VTR VENT THRU ROOF SEAL AUX AUXILIARY DIFF DIFFUSER HB HOSE BIBB MR MOP RECEPTOR SWITCH, SUPPLY VWC VINYL WALL COVERING ! 025171 AV AIR VENT, AUDIOVISUAL DIM. DIMENSION HBD HARDBOARD MSL MEAN SEA LEVEL SA SUPPLY AIR W WEST, WATT, WIDE, WIRE, WATER MAIN OF COMPRESSIBLE FILLER AVG AVERAGE DIP. DUCTILE IRON PIPE HC HANDICAPPED MT MOUNT SAN SANITARY SERVICE LINE' AWG AMERICAN WIRE GAUGE DIR DIRECTION, DIRECT HD HEAD, HEAT DETECTOR MTD MOUNTED SCFM STANDARD CUBIC FEET PER MINUTE W/ WITH NE C AWS AMERICAN WELDING SOCIETY DISC. DISCONNECT HOPE HIGH DENSITY POLYETHYLENE MTG MOUNTING SCHED SCHEDULE W/o WITHOUT �i 0`1 AWWA AMERICAN WATER WORKS ASSOCIATION DISCH DISCHARGE HDR HANDRAIL MTR MOTOR SO STORM DRAIN, SMOKE DETECTOR WA WAINSCOT DRAWING CONVENTIONS �'�.yqF� �.XA0��.: B BATTERY DISP DISPENSER HOW HARDWARE MTZ MOTORIZED SEC SECONDARY WAS WASTE ACTIVATED SLUDGE _ ��offgy��M,itil BAL BALANCE DIV DIVISION HDWD HARDWOOD MU MULCHING SECT SECTION WB WET BULB, WIND BEAM 6/�'/ SEAL B&B BALL AND BURLAP DK DECK HOWL HEADWALL MUL MULLION SF SILT FENCE, SQUARE FEET WC WATER CLOSET B TO B BACK TO BACK DL DEAD LOAD HGR HANGER MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL SFP SPRAYED FIRE PROTECTION WD WOOD, WIDTH PLAN SHEET NUMBERING BC BOLT CIRCLE, BOTTOM OF CURB DMH DROP MANHOLE HGT HEIGHT DEVICES SH SHEET WOO WINDOW BD BOARD DIAL DEMOLITION, DEMOLISH H.I.D. HIGH -INTENSITY DISCHARGE MWP MEMBRANE WATERPROOFING SHV SHELVING WFD WATER FLOW DETECTOR DISCIPLINE DESIGNATION BDL BUNDLE DMPR DAMPER HM HOLLOW METAL N NORTH SIM SIMILAR WIG WATER GAGE BEJ BRICK EXPANSION JOINT ON DOWN HOA HAND -OFF -AUTOMATIC NA NOT APPLICABLE SK SKETCH WH WALL HYDRANT (1 OR 2 CHARACTERS) ��0� BET. BETWEEN DR DOOR, DRIVE HORIZ HORIZONTAL N.C. NORMALLY CLOSED SLIP SLOPE WHA WATER HAMMER ARRESTER BF BLIND FLANGE DS DOWNSPOUT, DRIP STATION, DIGESTED SLUDGEHP HORSEPOWER, HEAT PUMP N & D NAIL AND DISC SMR SURFACE METAL RACEWAY WHS WELDED HEAD STUD SHEET TYPE BG BOTTOM GRILLE DSD DUCT SMOKE DETECTOR HPF HIGH POWER FACTOR NEC NATIONAL ELECTRICAL CODE S/N SOLID NEUTRAL WI WROUGHT IRON BITUM BITUMINOUS DTWH DUAL TEMP WALL HYDRANT HIPS HIGH-PRESSURE SODIUM, HIGH PRE55URE NEUT NEUTRAL SNT SEALANT WL WIND LOAD, WATER LINE USER DEFINABLE AEcourECNNCA.i sEmncEs, iNc. BL, Q BUILDING LINE, BASE LINE DUP DUPLICATE STEAM NFPA NATIONAL FIRE PROTECTION ASSOCIATION SOG SLAB ON GRADE WM WATER METER M CCM TE CENhR 100I SURE CM fIDHPIOH, NC 2M ? BLDG BUILDING DVTL DOVETAIL HPT HIGH POINT NIC NOT IN CONTRACT SP SPACE, SPACES, STATIC PRESSURE WP WORKING POINT, WEATHERPROOF 191s�euemo xrwsaanmm BLK BLOCK, BLOCKING DIN DUMBWAITER FIR HOUR N.O. NORMALLY OPEN SPD STATIC PRESSURE DROP WPF WATERPROOFING AD 101 XXX BLW BELOW DWD DRINKING WATER DISPENSER ITS HORIZONTAL SLOT NO., NOS NUMBER, NUMBERS SPEC SPECIFICATION WS WATER SURFACE, WATERSTOP BM BEAM, BENCH MARK, SOIL DWEL DWELLING HTG HEATING NOM NOMINAL SPKR SPEAKER WST WASTE � SHEET SEQUENCE IDENTIFIER INFO STABILIZATION/BLANKETS & MATTING DWG DRAWING HTR HEATER NPRN NEOPRENE SPMR SINGLE -PLY MEMBRANE ROOF WT WEIGHT BOL BEGINNING OF LINE DWL DOWEL HV HIGH VOLTAGE, HEATING -VENTILATING UNIT NPW NONPOTABLE WATER SPR SPRINKLER WTR WATER APPROVED BOT BOTTOM DWV DRAIN, WASTE, AND VENT HW DOMESTIC HOT WATER NRS NONRISING STEM SPRT SUPPORT WTS WELDED THREADED STUD B.O.W. BOTTOM OF WALL DX DUPLEX, DIRECT EXPANSION HWC DOMESTIC HOT WATER CIRCULATING INS NEAR SIDE SPS STATIC PRESSURE SENSOR WWR WELDED WIRE FABRIC BP BASE PLATE, BACKFLOW PREVENTER, E EAST, EMERGENCY (CIRCUIT) HWL HIGH-WATER LINE NST NONSLIP TREAD SQ SQUARE (WELDED WIRE REINFORCEMENT) SHEET NUMBERING BEARING PLATE EA EACH HYD HYDRANT NTS NOT TO SCALE SS SANITARY SEWER XARM CROSS ARM FOR COMMANDER NAVFAC BR BARE ROOT, BOTTOM REGISTER E.A.T. ENTERING AIR TEMPERATURE HZ HERTZ 0 TO 0 OUT TO OUT SSD SUBSURFACE DRAIN XFMR TRANSFORMER SHEET TYPE A��+n BRG BEARING ECMT ENCASEMENT I INTERCOM CA OVERALL, OUTSIDE AIR SSK SOIL STACK XFR TRANSFER 100% FINAL DESIGN PACKAGE BRK BRICK EF EACH FACE IC INTERRUPTING CAPACITY OC ON CENTER SSMR STANDING SEAM METAL ROOF XMTR TRANSMITTER BRKT BRACKET EFL EFFLUENT ID INSIDE DIAMETER OD OUTSIDE DIAMETER SST STAINLESS STEEL YD YARD A 401 SUBMITTAL BSMT BASEMENT EIFS EXTERIOR INSULATION AND FINISH SYSTEM IG ISOLATED GROUND 0. F. OUTSIDE FACE ST STREET, STORY, STEAM, SEDIMENT TRAP YHYD YARD HYDRANT BTU BRITISH THERMAL UNIT EJ EXPANSION JOINT IMC INTERMEDIATE METAL CONDUIT OFCI OWNER -FURNISHED CONTRACTOR -INSTALLED STA STATION SATISFACTORY TO DATE 06.13.2011 BTUH BTU PER HOUR EL ELEVATION IN. INCH OH OVERHEAD, OPPOSITE HAND STD STANDARD T SHEET SEQUENCE IDENTIFIER DEs DJF IDRw pUF CHK BU BUILT-UP ELEC ELECTRIC, ELECTRICAL INCAND INCANDESCENT OP OUTLET PROTECTION STER STERILIZER L BUR BUILT-UP ROOF(ING), BURIED ELEV ELEVATOR INCL INCLUSIVE OPNG OPENING STIF STIFFENER DISCIPLINE DESIGNATION «PM/OM» CW PV BW BOTH WAYS EM EXPANDED METAL INCR INCREMENT OPP OPPOSITE STIR. STIRRUP PROJECT SPECIFIC (1 OR 2 CHARACTERS) BRANCH MANAGER C COURSE, CONVECTOR EMER EMERGENCY IND INDUCTION OS&Y OUTSIDE SCREW AND YOKE STL STEEL 'C DEGREES CELSIUS EMT ELECTRICAL METALLIC TUBING INFL INFLUENT OVHD OVERHEAD STOR STORAGE G GENERAL F FIRE PROTECTION CHIEF ENG/ARCH C TO C CENTER TO CENTER ENCL ENCLOSE, ENCLOSURE INSTL INSTALL, INSTALLATION OZ OUNCE STIR STRAIGHT, STARTER GOAB GROUP/GANG OPERATED AIR BREAK H HAZARDOUS MATERIAL P PLUMBING FIRE PROTECTION B C&G CURB AND GUTTER ENG ENGINE INSUL INSULATION, INSULATED, INSULATOR, P POLE, POWER, PUMP STRL STRUCTURAL SWITCH V SURVEY/MAPPING D PROCESS o � C&R CUT AND REPLACE ENGR ENGINEER INSULATING PA PIPE ANCHOR STRUC STRUCTURE B GEOTECHNICAL M MECHANICAL 7d Z E CAB. CABINET ENT ENTERING INT INTEGRATED, INTERIOR Pa PASCAL SUBSTA SUBSTATION o CANTIL CANTILEVER ENTR ENTRANCE INTMD INTERMEDIATE PB PUSH BUTTON, PANELBOARD SUP SUPPLY C CIVIL E ELECTRICAL O Q Elf O CAP. CAPACITY EOL END OF LINE INV INVERT, INVERSE PC POINT OF CURVE, PIECE SURF. SURFACE L LANDSCAPE T TELECOMMUNICATIONS J QQ CATV CABLE TELEVISION EP EXPLOSION -PROOF, EDGE OF PAVEMENT IF IRON PIN, STORM DRAIN INLET PROTECTION PCC POINT OF COMPOUND CURVE, PRECAST SUSP SUSPENDED S STRUCTURAL R RESOURCE C� CB CATCH BASIN, CIRCUIT BREAKER EQL EQUAL IPF IRON PIN FOUND, IRON PIPE FOUND CONCRETE SV SHEET VINYL, STEAM VENT A ARCHITECTURAL X OTHER DISCIPLINES Z CCTV CLOSED CIRCUIT TELEVISION EQPT EQUIPMENT IR IRRIGATION PCP PRECAST CONCRETE PANEL SVCE SERVICE Of _ CD CEILING DIFFUSER, ROCK CHECK DAM ER EXISTING TO REMAIN ISOL ISOLATOR PCSP PRECAST CONCRETE SANDWICH PANEL SW SHORT WAY, SWITCH, SIDEWALK I INTERIOR Z CONTRACTOR/SHOP DRAWINGS w 0 z CE CONSTRUCTION ENTRANCE ESMT EASEMENT J JOULE PD PRESSURE DROP SWBD SWITCHBOARD Q EQUIPMENT 0 OPERATIONS Z Q O CEM CEMENT E TO E END TO END JB JUNCTION BOX PED PEDESTAL SWGR SWITCHGEAR z V' Z CENT. CENTRIFUGAL EV EVERGREEN JC JANITOR'S CLOSET PEJ PREMOLDED EXPANSION JOINT SYMM SYMMETRICAL w Q a L..i CF CELLULAR FLOOR EW EACH WAY, END WALL JCT JUNCTION PF POROUS FILL SYS SYSTEM SPACE w Z Z CFM CUBIC FEET PER MINUTE EWC ELECTRIC WATER COOLER JST JOIST P.F. POWER FACTOR T TREAD, TOP, TANGENT, TELEPHONE, THICKNESS z CFS CUBIC FEET PER SECOND E.W.T. ENTERING WATER TEMPERATURE JT JOINT PG PIPE GUIDE, PAGE T&B TOP AND BOTTOM COMMUNITY 1 w L J CG CORNER GUARD, CHANGE OF GRADE, EXC EXCAVATE, EXCAVATION K KEY OPERATED, KIP PH PHASE, PENTHOUSE T&G TONGUE AND GROOVE ROOM WCi CEILING GRILLE EXH EXHAUST KCM THOUSAND CIRCULAR MILS PI POINT OF INTERSECTION T&P TEMPERATURE AND PRESSURE 213 CH CABINET HEATER, CHORD EXP EXPOSED KCP KEENE'S CEMENT PLASTER PIV POST INDICATOR VALVE TAF TROWEL APPLIED FINISHLLj CHAM CHAMFER EXPN EXPANSION kg KILOGRAM PL. R — PLATE, PROPERTY LINE TBM TEMPORARY BENCH MARK FLOOR NUMBER NUMBER ;R! Z Q a J CHBD CHALKBOARD EXST EXISTING kg/S KILOGRAM PER SECOND PLAM PLASTIC LAMINATE TC TIME CLOCK, TOP OF CURB 2 o 8 Q CHEM CHEMICAL EXT EXTERIOR, EXTERNAL kHZ KILOHERTZ PLAS PLASTER TDC TURNED DOWN CURB = U (n CH15 CHISELED EXTN EXTENSION km KILOMETER PLATF PLATFORM TEL TELEPHONE ELEVATIONS DETAIL 0 CHKR CHECKER, CHECKERED F FUSED, FAN kN KILONEWTON PLF POUNDS PER LINEAR FOOT TEMP TEMPERATURE, TEMPERED, TEMPORARY U CI CAST IRON 'F DEGREES FAHRENHEIT KO KNOCKOUT PLYWD PLYWOOD TER TERRAZZO EXTERIOR NUMBER Z CIP CAST IN PLACE, CULVERT INLET PROTECTION F&T FLOAT AND THERMOSTATIC kPa KILOPASCAL PNL PANEL TERM. TERMINAL 0 Q CIRC CIRCULAR, CIRCUMFERENCE F TO F FACE TO FACE KSF KIPS PER SQUARE FOOT PNLBD PANELBOARD TFE TETRAFLUOROETHYL ENE NUMBER FSHEET z 0 p CJ CONSTRUCTION JOINT FA FIRE ALARM KSI KIPS PER SQUARE INCH PNT PAINT, PAINTED TG TOP GRILLE B1A WFE Q CKT CIRCUIT FAB FABRICATE kV KILOVOLT POB POINT OF BEGINNING THERM. THERMOMETERCL, Et CENTER LINE FABL FIRE ALARM BELL kVA KILOVOLT -AMPERE POL POLISH, POINT ON LINE THK THICKCLF CHAIN LINK FENCE FACP FIRE ALARM CONTROL PANEL kVAR KILOVOLT -AMPERE REACTIVE PPH POUNDS PER HOUR THKNS THICKNESS A-201 WHERE DRAWN z > CLG CEILING FC FOOTCANDLE, FAN COIL UNIT, FACE OF CURB KW KILOWATT PR PAIR THR THRESHOLD U W CLJ CONTROL JOINT FD FLOOR DRAIN, FIRE DAMPER kWH KILOWATT HOUR PRC POINT OF REVERSE CURVE TKBD TACKBOARD CLO CLOSET FDC FIRE DEPARTMENT CONNECTION L LEFT, LENGTH OF CURVE, LONG PREFIN PREFINISHED TLSD TOP LINEAR SLOT DIFFUSER INTERIOR z J pp CLOS CLOSURE FDN FOUNDATION LA LIGHTNING ARRESTER PRESS. PRESSURE TMV THERMAL MIXING VALVE SECTION w m CLPR CALIPER FDR FEEDER LAB LABORATORY PRI PRIMARY TOC TOP OF CONCRETE Al W CLR CLEAR FIE FIRE EXTINGUISHER LAM LAMINATE PRL PARALLEL TOF TOP OF FOOTING NUMBER W O Q CLSD CEILING LINEAR SLOT DIFFUSER FEC FIRE EXTINGUISHER CABINET LAT LATITUDE, LATERAL PROP. PROPOSED TOTS TOP OF STEEL I P: CLSR CEILING LINEAR SLOT RETURN FES FLARED END SECTION LAV LAVATORY PROV PROVIDED TOT. TOTAL B1 C1 w J m CM CENTIMETER FGL FIBERGLASS LB POUND P.R.S. PRESSURE REDUCING STATION TP TREE PROTECTION A-401 A-201 4 V d CMP CORRUGATED METAL PIPE FH FIRE HOSE LCG LACING PRV PRESSURE REDUCING VALVE, POWER ROOF T.O.W. TOP OF WALL A CMPSN COMPOSITION FHC FIRE HOSE CABINET LDG LOADING VENTILATOR TR TOP REGISTER, TOP OF RAIL o Q - CMU CONCRETE MASONRY UNITS FHYD FIRE HYDRANT LF LINEAR FOOT, LINEAR FEET PS PRESSURE SWITCH, PERMANENT SEEDING, TRANSV TRANSVERSE LL. rZ g CD CND CONDUIT FIG. FIGURE LG LENGTH, LONG POINT OF SWITCH TRTD TREATED DRAWING REVISION CNDCT CONDUCTIVE FIN. FINISH LIQ LIQUID PSC PRESTRESSED CONCRETE TS TEMPERATURE STEEL, TIME SWITCH, TAMPER < Z CNDS CONDENSATE, CONDUITS FL FLOOR, FLASHING LKR LOCKER PSF POUNDS PER SQUARE FOOT SWITCH, TEMPERATURE SWITCH, THICKENED CO CLEANOUT, COUNTY FLEX. FLEXIBLE ILL LIVE LOAD PSI POUNDS PER SQUARE INCH SLUDGE, TEMPORARY SEEDING, TRAVERSE =t—REVISION QC.O.G. CHANGE OF GRADE FLG FLANGE LLH LONG LEG HORIZONTAL PSIG POUNDS PER SQUARE INCH GAGE STATION NUMBER Z g < SCALE: AS NOTED —LIMIT OF REVISION EPROJECT NO.: 79042 WALL TYPE TAG CONSTR. CONTR. NO. N40085-10-D-5313 A NAVFAC DRAWING NO. 12599002 WALL TAG SHEET 3 OF 151 WALL TA LINETER G1003 WFORM REVNON: 10 MACH 2O09 1 2 3 4 5 AUG r, ;, BY:_ � n 7 n C M Ilk C • 1 1 2 MCHUGH BOULEVARD 1 F:-. NP PC PA • 51 FEE -•. � -�_ _/p, v x ft, "'a°AVEi ER qM , i EFfiRANC_ CONICTIOnN a � LSf EAEi GRAB \ — SEE D ,C4 SHEET CC561-----_� `- LIMIT OF+I DISTURBANCE — - -- SILT FENCE (TYP) c SEE DET C5 SHEET C8601 i P / /f i o' _tvoo I i I; I I 1 I � ( I .I At G9 N.Yb � I I I II I II I I I I UP Mil II I ,\ EROSION CONTROL CONSTRUCTION SEQUENCE 1. OBTAIN ALL APPLICABLE APPROVALS AND PERMITS. 2. LOCATE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE (CE) AS INDICATED. 4. INSTALL SILT FENCE 5. CLEAR AS REQUIRED FOR INSTALLATION OF TEMPORARY SEDIMENT TRAPS. 6. INSTALL TEMPORARY SEDIMENT TRAPS. 7. INSTALL TEMPORARY DIVERSIONS. 8. CLEAR AS REQUIRED FOR CONSTRUCTION OF ACCESS ROAD AND STONE PAD. q ~ 9. ROUGH GRADE SITE AS INDICATED ON PLANS. 10. CONSTRUCT ACCESS ROAD AND STONE PAD. 11. FINISH GRADING SITE AS INDICATED ON PLANS. 12. ESTABLISH PERMANENT VEGETATION ON ALL DISTURBED AREAS. 13. REMOVE TEMPORARY PROTECTION MEASURES AFTER FINAL STABILIZATION OF SITE. CONVERT TEMPORARY SEDIMENT TRAPS INTO PERMANENT INFILTRATION BASINS. SEE SHEET CG101. 1 \ r � r I ■ 7LI \�1-- 3 • 1'% +1 \ JII C x g \ :C, r fp,WV L A � \ FH NP .�229 -'--' PIM PIRR F 29 S5 41k _I`_E VRLY HFD w/C•2�4T� ' , •��.� rYER � �� \ �g c \ \ \ • S SFYrN rt is RC \ PP \ 31 F� C s �\ , \ D.71 (P CPS leg n cPs umL LIMIT OF DISTURBANC ` 5.59 ACRES FRENCH CREEK SUBSTATION EROSION & SEDIMENT CONTROL PLAN SCALE: 1 "=50' BASIN # BOTTOM LENGTH BOTTOM WIDTH BOTTOM ELEVATION STORAGE ELEVATION DISTURBED AREA STORAGE CAPACITY REQUIRED STORAGE CAPACITY PROVIDED TRAP EFFICIENCY REQUIRED TRAP EFFICIENCY PROVIDED 1 76' 28' 26.0 29.0 2.67 AC 9612 CF 9678 CF 3201 SF 4324 SF 2 90' 25' 1 29.0 31.0 1.59 AC 5724 CF 5952 CF 2358 SF 3774 SF 2 ' 3 4 5 GENERAL SHEET NOTES 1. SEE SHEET C001 FOR CIVIL GENERAL NOTES AND LEGEND. 2. SEE SHEET CC501 FOR EROSION & SEDIMENT CONTROL NOTES & DETAILS. 3. BOTTOMS OF SILT BASINS SHALL BE A MINIMUM OF ONE FOOT ABOVE THE BOTTOMS OF THE INFILTRATION BASINS. 'u AUi, ['.0 50' 25' 0 50' 100' 1 "=50' GRAPHIC SCALES 4 5 SEAL P 00 n � 0 SEAL A=COM MWN1 TECNNC SERVICES. NC. M CtlIPORAIE CENTER GRNE. GNNE 4n RAAZIGK NC ]la0! M61q)85N65L WM"AeWInLTi A/E INFO FOR COMMANDER WIVFAC ACIMTV 100% FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES LDS DRW LDS CHK SPG <<PMI CW PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION zZ _j �g o o � U a LL Z Z �z z 1 1 W J^ IL LI,L Z J C of —0 :0a CL a Q z Z V O U �# J No F" YZ w z 0 wM Lu �o Uw w c/) U z� w W J W wo w� (f) w w �„ o W J LUG w CL (If ILL J U _j Q > LLI Z a Z oZ � SCALE: AS NI I I ED EPROJECT NO.: 796542 CONSTR. CONTR. NO. 1440085-10-0-5313 NAVFAC )ING NO. 1W2599007 SHCET a OF 151 CC101 uR/aYFOR11 MR"Ift 10 MARCH 700 I C 111 0 1 2 3 5 0 U m �A z J SEDIMENTATION & EROSION CONTROL NOTES: i. NO WORK SHALL COMMENCE ON SITE UNTIL A LAND DISTURBING PERMIT IS ISSUED BY NCDENR. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON SITE AT ALL TIMES AND SHOWN ON DEMAND, 2. LAND DISTURBING ACTIVITIES (GRADING, EXCAVATING, AND CONSTRUCTION) ON THE PROJECT SHALL NOT COMMENCE UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON THE PLAN. 3. EROSION CONTROL SYMBOLS SHOWN ON PLAN MAY NOT ACCURATELY SHOW EXACT DIMENSIONS AND CONFIGURATIONS OF EROSION CONTROL MEASURES (I.E. NUMBER OF CHECK DAMS AND SPACING, OUTLET PROTECTION SIZE, ETC.). REFER TO EROSION CONTROL STANDARD DETAILS FOR EXACT DIMENSIONS AND CONFIGURATIONS. 4. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT OF 0.5 INCHES OR GREATER OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL EROSION AND SEDIMENTATION CONTROLS AS DESIGNED. 5. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS. 6. SILT/SEDIMENT FENCES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCES SHALL BE INSTALLED AND MAINTAINED PER DETAIL. 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 8. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE SEDIMENTATION. CONTRACTOR SHALL PROVIDE ADDITIONAL DEVICES AT NO EXPENSE TO THE OWNER. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED. 9. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHALL BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK TO ANY BODY OF WATER. 10. WHEN A LINE IS TO BE INSTALLED ALONG A SHOULDER WITH A SLOPE FROM THE ROAD, DIRT (FILL) REMOVED FROM THE CUT SHALL BE STOCKPILED ON THE PAVEMENT SIDE OF THE CUT. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FROM THE SITE PER THE JOB SPECIFICATIONS. 11. WHERE SEWERS ARE TO BE INSTALLED IN THE CENTERS OF EXISTING ROADWAYS, ALL TRENCHES SHALL BE FILLED AT THE CLOSE OF EACH WORK DAY AND WHEN RAIN 15 IMMINENT. AT NO TIME SHALL TRENCHES BE LEFT OPEN OVERNIGHT, WEEKENDS OR DURING INCLEMENT WEATHER. OPEN END OF PIPE SHALL BE PLUGGED BEFORE CLOSING TRENCH. 12. CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED. 13. FOR LINEAR UTILITY INSTALLATIONS NO MORE THAN 5,000 LINEAR FEET ALONG ANY SINGLE LINE SHALL BE EXPOSED FOR LONGER THAN 7 DAYS WITHOUT STABILIZATION. 14. DURING CONSTRUCTION, TEMPORARY SLOPES GREATER THAN 2:1 THAT WILL REMAIN EXPOSED FOR LONGER THAN FOURTEEN (14) DAYS SHALL BE STABILIZED WITH TEMPORARY SOIL STABILIZATION MATS. PERMANENT SOIL STABILIZATION MATS SHALL BE INSTALLED ON PERMANENT SLOPES GREATER THAN 2:1 OR WHERE OTHERWISE INDICATED ON PLAN. SODDING / SEEDING REQUIREMENTS FOR DISTURBED AREAS ALL DISTURBED AREAS IN COURTHOUSE BAY, BOAT BASIN (AAV), AND FRENCH CREEK SHALL BE PERMANENTLY STABILIZED WITH SOD AT THE COMPLETION OF LAND DISTURBING ACTIVITIES. DISTURBED AREAS ALONG MARINES ROAD BETWEEN HWY 172 AND SNEADS FERRY ROAD SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: CENTIPEDE GRASS MIXES SHALL BE AT LEAST 100% PURE, CONFORMING TO STATE LAW. FERTILIZER SHALL BE COMMERCIAL TYPE 10-10-10 OR EQUIVALENT, CONFORMING TO STATE LAW. LIME SHALL CONSIST OF AGRICULTURAL GRADE GROUND LIMESTONE, CONTAINING AT LEAST 34% MAGNESIUM CARBONATE. A SOIL TEST SHALL BE PERFORMED TO DETERMINE APPROPRIATE SOIL AMENDMENTS. PROVIDE COPY OF SOIL ANALYSIS TO ENGINEER AND OWNER FOR APPROVAL PRIOR TO APPLICATION. ALL AREAS TO BE GRASSED SHALL BE CULTIVATED TO A DEPTH OF 4 INCHES BY MECHANICAL TILLER. ALL CLODS OR CLUMPS SHALL BE BROKEN AND FOREIGN MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF -SITE. THE CONTRACTOR SHALL INCLUDE THE COST OF REMOVING FOREIGN MATERIAL AND OFF -SITE DISPOSAL IN THE BID PRICE FOR PIPE. APPLICATION OF FERTILIZER, LIME AND SEED SHALL CONFORM TO THE FOLLOWING APPLICATION RATES: CENTIPEDE GRASS: 10 POUNDS PER ACRE FERTILIZER: AS RECOMMENDED BY SOIL TEST LIME: AS RECOMMENDED BY SOIL TEST SEED SHALL BE APPLIED EVENLY BY A COMMERCIAL APPLICATOR AND RAKED IN LIGHTLY. SEED SHALL NOT BE SOWN IMMEDIATELY FOLLOWING RAIN, WHEN THE GROUND IS TOO DRY, OR DURING WINDY PERIODS. ALL SEEDED AREAS SHALL BE COMPACTED AND DRESSED SMOOTH WITH A ROLLER. OTHER DEVICES FOR COMPACTION AND DRESSING WILL BE APPROVED BY THE ENGINEERS, TEMPORARY COVER SHALL BE USED ONLY IN TIMES THAT ARE INAPPROPRIATE FOR ESTABLISHING PERMANENT GRASS COVER. HOWEVER, ONCE THE TIME IS APPROPRIATE FOR SEEDING A PERMANENT COVER, THE CONTRACTOR SHALL RETURN TO THE SITE AND PROVIDE THE PERMANENT COVER AS SPECIFIED. TEMPORARY COVER SHALL BE PROVIDED AS SPECIFIED FOR PERMANENT COVER WITH THE FOLLOWING EXCEPTIONS: FERTILIZER SHALL BE APPLIED AT ONE-HALF THE RATE SPECIFIED FOR PERMANENT COVER SEED FOR TEMPORARY COVER SHALL BE RYE OR GERMAN MILLET (APRIL 15 - AUGUST 15) APPLIED AT RATES TO PROVIDE AN ADEQUATE AND ACCEPTABLE TEMPORARY COVER. TEMPORARY COVER SHALL BE COMPLETELY REMOVED PRIOR TO PERMANENT SEEDING. ADDITIONAL NOTES: 1. ALL SEEDED AREAS SHALL BE WATERED UNTIL AN ACCEPTABLE GRASS COVER IS OBTAINED, 2. DURING THE PERIOD OF GUARANTEE, THE CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO EROSION AND OTHER CAUSES, AND SHALL MAINTAIN ALL GRASSED AREAS IN AN ACCEPTABLE CONDITION. GRASS SHALL BE MOWED AND WATERED AS NECESSARY. 4. NO FESCUE SHALL BE USED. BASE OF BASE FLAT I / / / / / / / / / / / S0, / QooQ oo ono oa° ano''o off•' o / oa0000�o� 6, /,/ oo 000a 0000 aoo 0 0� �00 �00�0 �oo'Oo �o / oo �° oao moo Joo / oar Sao ooe°Go�Qo o�oo 2-3 INCHES COARSE AGGREGATE 6-INCHES THICK 1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH CONSTRUCTION ROAD ENTRANCE TO STATE ROAD. 2-3 INCH COARSE AGGREGATE SHALL BE USED. PAD SHALL BE 50 FEET LONG BY 20 FEET WIDE BY 6 INCHES DEEP MINIMUM. 2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE (TANDUM) TRUCKS. 3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. 4. CONTRACTOR SHALL MAINTAIN "TIRE SCRUBBERS" IN CONDITION SUCH THAT TRUCKS ARE PREVENTED FROM TRACKING MUD ONTO STREETS AND MUD IS PREVENTED FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS "TIRE SCRUBBERS" PERIODICALLY AS NEEDED. 5. LOCATE TEMPORARY "TIRE SCRUBBER" PADS ON BOTH SIDES OF CONSTRUCTION ROADWAYS WHERE THEY CROSS STATE ROADS. 6. THE CONTRACTOR SHALL REMOVE TEMPORARY ENTRANCE/EXIT AFTER AREA HAS BEEN STABILIZED. TOP OF DITCH SLOPE III III III II BASE OF DITCH FLOW LINE TnO nC nITrU CI nor LENGTH EQUALS TWICE THE WIDTH (MINIMUM) va IVI VI UIIVII JLVI L SILT BASIN TYPE'B' (NC DOT; SCALE: NONE 1 2 ' 3 A3 OF DITCH FLOW LINE FIN. 5-0" METAL STAKE DRIVEN 2'-0" INTO GROUND. MAXIMUM SPACING OF STAKES 8'-0" O.C. SECURE FABRIC TO STAKES AND WIRE MESH WITH PLASTIC OR WIRE TIES AND MAINTAIN. STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM 2'-0" OF FABRIC ABOVE GROUND. BACK WITH "HOG" WIRE EXCAVATE 4"W x 8" D TRENCH AS SHOWN DIRECTION OF RUNOFF FLOW BURY TOE OF FABRIC IN GROUND A MINIMUM OF 8" NOTES: 1. SEDIMENT SHALL BE REMOVED FROM DITCH AND FENCE REPAIRED AFTER EACH RAINFALL. 2. SILT FENCES SHALL NOT BE REMOVED UNTIL ALL OF THE DISTURBED AREAS HAVE BEEN STABILIZED. 3. BACKFILL 4" X 8" TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC. CONTRACTOR SHALL COMPACT BACKFILL. MAINTENANCE REQUIREMENTS: 1. ALL SILT FENCES SHALL BE INSPECTED EACH WEEK AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TORN, COLLAPSED, DECOMPOSED OR INEFFECTIVE FABRIC SHALL BE REPLACED IMMEDIATELY. 2. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE FENCE AFTER EVERY RAINFALL. THE FENCE SHALL NOT BE DAMAGED AS SEDIMENT DEPOSITS ARE REMOVED. ANY SILT FENCING DAMAGED BY THE CONTRACTOR DURING SEDIMENT REMOVAL SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 3. SILT FENCES SHALL NOT BE REMOVED UNTIL THE AREA, INCLUDING THE CONTRIBUTING DRAINAGE AREA IS STABILIZED. SF SILT FENCE DETAIL Cj SCALE: NONE IN FILL SECTION (GRASS LINED SWALE) 2' mm D=1.5'(MIN) (MIN) F GROUND 0'-1 BASE PROPOSED FINISHED r'DAnE- ' TD IN CUT SECTION (GRASS LINED SWALE) D=1.5'(MIN) 4:1 GROUND PROPOSED FINISHED 0'-1' BASE GRADE TEMPORARY DIVERSION B5 SCALE: NONE 5 BUG N SEAL C - tTJ�r SEAL A=COM AECOM TEdiNN:AL S ERVICES, NC. tOt fARPORAIE f.FN1ERORNE, $1111E Q5 RRI£IGN. NG 9W) T9foi INFO FOR COMMANDER NAVFAC ACTIVITY 100% FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.1 3.201 1 DES LDS jDRW LDS ICHK $PG «PM/DM» CW PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION B z= z �g o J W U = o= 5 LL 2 wp z a 48 InZ ? t ED o w u W uc z W _j J� J CLoz � ~ � Q 0 0 mJ O J Uri of U Z z w0 U Z LL1 _ w a V UJ zo Z LLJ J xv) W L� W w cp WJ m Z O U � in LL <� Z W A :3O Q w z_ a Q ZE Li O Z SCALE; AS NOTED EPROJECT NO.: 79&%2 CONSTR. CONTR. NO. N4=5-10-D-5313 NAVFAC DRAWING NO. 12599008 SHEET 9 OF 151 CC501 ORAWFORN REVISION: 10 MARCH 2O09 1 2 3 4 1 , � -- t --- MCHUC}{ 8p(i EVARD X % - - N\ y - -- _ J -- T -- -- - - --- - -- - % v� e __ -- - t �x �- —� — -- -_ s i D _ - ---- - _ - - _ -- pc I -- - - — \ 49 e $ p PA>5- ti \�9 s• P-------------- A — I � -� _ LIMIT OF DISTURBANCE DISTURBAN� "__� ' xJ-�� v �i`"n ,� �� v�� c > 7 A a LL V 45'-12" HDPE 0 6.5% J _ \ oI 1 k Y C U �A w LIMIT OF DISb Aug � y • 's. � ^, �. TURBANC� �— DIR- 41 I I vroces- .T . L � . i W _ 45'-12" HDPE 0 0.5% \ 1 1 v v �12-HDPE 0 0.5%\ 3sSi �h ---- LIMIT OF DISTURBANCE • �9 1 NNE DIRT I'-Rso-'15" HDPE 0 7.6% Ae c's - �----- - I W/FLARED END SECTION 'O * B9 i - - i Woa �. BASIN�� 54'-95' DPE 0 3.0% PREFORMED SCOUR HOLE (TY )� B8, BASIN 2 i. W/FLARE END SECTION 1 SEE DETAIL Cl SHEET CS502 BASIN 1 ` DA = 116,305 SF-// I BASIN 2 DA = 69,260 SF -12" HDPE 0 0.5% FRENCH CREEK SUBSTATION STORMWATER MANAGEMENT PLAN SCALE: 1 "=50 2 1 3 5 GENERAL SHEET NOTES 1. SEE SHEET C001 FOR CIVIL GENERAL NOTES AND LEGEND. 2. SEE SHEETS CS501 AND CS502 FOR SITE DETAILS. 3. CULVERT PIPES SHALL HAVE A MINIMUM 1' OF COVER 4. NO WETLANDS ARE PRESENT ON SITE. STORMWATER MANAGEMENT NARRATIVE .`�� SN ',., '",,��CAROB R04,/ c SEAL i PROJECT LOCATION 035724 THE FRENCH CREEK SUBSTATION IS LOCATED ON MARINE CORPS BASE '••,,�,aR�M1 CAMP LEJEUNE AT THE INTERSECTION OF MCHUGH BLVD AND SNEAD S o��,`•' FERRY ROAD (RT 172). ACCESS TO THE SITE CAN BE MADE ALONG THE EXISTING ACCESS ROAD FOR THE BASE BORROW PIT. PROJECT AREA THE TOTAL DISTURBED AREA IS 5.59 ACRES. AA=mcom EXISTING CONDITIONS THE PROJECT AREA IS LOCATED IN A HEAVILY WOODED AREA, WITH NO AECOATECNNCA Em IOES INC. T01 COITONATE NIM S oRNE. $UII M. EXISTING DEVELOPMENT WITHIN THE LIMITS OF WORK. EXISTING ELECTRICAL LINES AND A SIDEWALK ARE ADJACENT TO THE PROJECT SITE. A/E INFO THE PROJECT LIES AT A LOW POINT WITHIN A SINGLE WATERSHED. RUNOFF IS INFILTRATED ON SITE SINCE THERE IS NO STORM DRAIN FOR COMMANDER NWFAC INFRASTRUCTURE PRESENT. THE TOTAL DRAINAGE AREA FOR THE AMITY WATERSHED IS 4.26 ACRES. 100% FINAL DESIGN PACKAGE SUBMITTAL SOILS SATISFACTORY TO DATE 06.13.2011 SEE SOILS REPORT DES LDS DRW LDS CHK SPG SWM (.BMP) FACILITY SUMMARY «PM/DM» CW PV BRANCH MANAGER • THE SWM FACILITIES ARE DESIGNED TO INFILTRATE THE RUNOFF CHIEF ENG/ARCH VOLUME FROM THE 1.5 RAINFALL DEPTH FROM THE 1-YEAR, 24 FIRE PROTECTIDN HOUR STORM. �- g z g U Q Q LEGEND Z z U 0 z Im m Im mill LIMIT OF DISTURBANCE Q a 4i z �— DRAINAGE DIVIDE toc i , Z Ld }" Zg ® PREFORMED SCOUR HOLEL160 J a Oa >a a Nw SOIL TEST/BORING LOCATION 2 mm ® STORM DRAIN PIPE O J CO/)Q IMPERVIOUS SURFACE U' Q U z w �m Uw F- _�- z U U� z J w W �o w L W 4U� a � LL o U zic g sc E AS NOTTM EPRO.IFCT NO.: 7955542 CONSTR. CONTR. NO. N40085-10-D-5313 50' 25' 0 50' 100, NAVFAC DRAWING NO. 1 "=50' 12599009 GRAPHIC SCALES SHEET 10 OF 151 CG101 4 5 OMWFORM REVISION 10 MARCH 2M u C n 11 I C 1 1 2 1 3 PROJECT LIMITS Na' 11' 08.41 1Y' 243,870 SF (5.59 AC) 109.591 S86' 45�47.04'W FRENCH CREEK SUBSTATION PROJECT LIMITS I SCALE: 1 "=50' 1 1 2 1 3 } S86' 46' 3 WE4. � \ \\ S84S84• iq� s 133.343 N88' 4t 334.85"W j F \ \ N87 48' 45.36RW 8 ' 49' 41.18�1 3.988 2 .7 0 \ \ 4 5 GENERAL SHEET NOTES 1. SEE SHEET C001 FOR CIVIL GENERAL NOTES AND LEGEND. 2. SEE SHEETS CS501 AND CS502 FOR SITE DETAILS. o� m g m 1,4 00 0 1n Z 0 N Z W cn Z O U w Tn w rW Z O W (n � C NAFFAC `11.11111 FFF,.... SN CAR04 i ��'•. Ak SEAL e1 035724 SEi A=COM ZION YEC� SE1 E9, W. 701 CDRW)RAIECENIERDWE SUM475 R MH, NC ZI9D1 (919)BSL@00 RR.vaecomam INFO APPRDVED FOR COMMANDER MVFAC ACTIVITY 100% FINAL DESIGN PACKAGE SUBMITTAL sesTACToRY To DATE 06.13.2011 DES LDS ORW LDS CHK SPG «PM/DM» CW PV BRANCH MANAGER CHIEF ENG/ARCH FIRE PROTECTION z4 z 0 Of z z O > M Z a Lil biz z F'-11 W J o j IZ F- � a CL mU) Dm O V) U QYO z � Ld w UO w U 'ra z W z z W x w � W �F W J U a 6i U .: 'RIVED � Z CZi 1172 _ SCA E: AS NOTED EPROJECT NO.: 79042 CONSTR. CONTR. NO. N40085-10-D-5313 50' 25' 0 50' 1 00' NAVFAC DRAWING NO. 1 "=50' 12599010 sHFT-rr 11 OF 151 GRAPHIC SCALES CG1 4 5 DPAWFORM REVISION: 10 MARCH 2O09 I C 9 0 I C m itt S FF _ DUSTING VEHI GATE TO BITUMINOUS PAVEMENT ENTRANCE ROAD SEE DETAIL A5 SH CSI • MCHUGH BOULEVARD 2 3 F- NP �_-_ PP •-------------- A %SAl ---- X - PP --�_ µ ., sFrce - �- - C J L 8" G.CA ACCESS ROAD-- 1 7 ,` SEE DETAIL A3 SH CS501 S:Q--_"-'-- \ 1 V-Wv.5p5< \� • Si SNER -GRASS- Si SWFR 1 A ♦ �� V. �� ..51 S:W`k NEW VEHICULAR GATE" ��-- \� 8' SEE NOTE 4 THIS SHEET woods 1 9 13 11 �� 6 --------- 1 ---- - -----------`- 1 -- " N E121 zs s,' • A - vA�v_ E 7 LI Fp w, C3 ---------- IV PIP SA r PP Cn •S1I'F,SER NV � FH NP I 2 9\ 6y`LP 'S\A♦yyi 4 5 GENERAL SHEET NOTES 1. SEE SHEET CDO1 FOR CIVIL GENERAL NOTES AND LEGEND. 2. SEE SHEETS CS501 AND CS502 FOR SITE DETAILS. 3. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING BETWEEN THE INDICATED ENDS OF CHAIN LINK FENCE IF PROGRESS ENERGY HAS NOT INSTALLED THAT PORTION OF FENCE. TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL PROGRESS ENERGY INSTALLS PERMANENT FENCING. 4. NEW VEHICULAR GATE SHALL MATCH THE EXISTING VEHICULAR GATE THAT IS BEING RELOCATED. •sa �1iE34'$�R\ \ \ \ �-� i�t SHWER +:�q� � 14TIP \ /y `vv 1 � v ■ rr 5 1 15 �\ CPS +. 1 1 xe.w N V • s sEwm �''' ' 1 AIL r Gm \ 8' CHAIN LINK FENCE WITH \ 3 STRAND BARBED WIRE (TYP) SEE DETAIL A2 SH CS501 3t N NSW 1 1 \\ \ 24' DOUBLE LEAF CHAIN LINK GATE «Ceos- 1 i WITH 3 STRAND BARBED WIRE (TYP) i SEE DETAIL C2 SH CS501 FRENCH CREEK SUBSTATION SITE & LAYOUT PLAN I SCALE: 1 "=50' 1 1 2 1 3 239 435.5 CPS NAL s\` STAKEOUT SCHEDULE POINT NUMBER COORDINATE NORTHING EASTING REMARKS 1 332408.99 2507248.07 EDGE OF ASPHALT PAVEMENT, TIE TO EXISTING 2 332410.50 2507274.90 EDGE OF ASPHALT PAVEMENT, TIE TO EXISTING 3 332282.27 2507280.76 EDGE OF ASPHALT PAVEMENT 4 332286.78 2507300.25 EDGE OF ASPHALT PAVEMENT 5 332309.47 2507302.83 EDGE OF ASPHALT PAVEMENT 6 332325.82 2507318.34 EDGE OF ASPHALT PAVEMENT 7 332396.74 2507264.50 CENTERLINE PC, 125' RADIUS 8 332352.37 2507284.51 CENTERLINE PT, 125' RADIUS 9 332336.67 2507295.70 CENTERLINE PC, 125' RADIUS 10 332285.24 2507381.84 CENTERLINE PT, 125' RADIUS 11 332267.96 2507519.08 CENTERLINE INTERSECTION 12 332292.76 2507522.21 CENTERLINE PC, 40' RADIUS 13 332327.45 2507566.89 CENTERLINE PT, 40' RADIUS 14 332289.95 2507864.54 CENTERLINE PC, 40' RADIUS 15 332245.27 2507899.23 CENTERLINE PT, 40' RADIUS 16 332046.83 2507874.23 CENTERLINE PC, 40' RADIUS 17 332012.15 2507829.54 CENTERLINE PT, 40' RADIUS 18 332049.64 2507531.90 CENTERLINE PC, 40' RADIUS 1 3 0 3 25 749 .2 T 40' IUS 20 332193.54 2507509.71 CENTERLINE INTERSECTION 21 332202.19 2507441.09 CENTERLINE PC, 125' RADIUS 22 332253.62 2507354.95 CENTERLINE PT, 125' RADIUS SEAL A=COM ♦ECOM TECH"IGL 85R ICEB,Y SM CUtPORATE CENTER UWE, CUTE 416 R IOII,NC�,W (919)B51-CTO .sommn A E INFO FOR CONNNNER NWFAC ACTIN TY 100% FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE 06.13.2011 DES LDS I DRW LDS ICHK $PG «RM/BTI» CW PV BRANCH MANAGER CHIEF FNG/ARCH FIRE PROTECTION Z Z sg� z UW Z a �w Z z c t ( J o LLJELI a o ��gZ a 0 CL EL � ma O �� U CD _ J Y O z U �g w U� V zFn 0 JLLI Z W af LJJ LL. W N¢¢ W � m Ug a 0LL o W QQ rJ W C77 a LLI - _- - - SCALE: AS NOTED EPROJECT NO,: 796542 CONSTR. CONTR. NO. N40085-10-D-5313 50' 25' 0 50' 100' NAVFAC DRAWING NO- 1 "=50' 12599011 GRAPHIC SCALES SHEET 12 OF 151 CS101 4 5 MUM 10 111 MW I 0 C� T E 0 m uAa z 1 2 3 CHAIN LINK 3 STRANDS OF BARBED 3 STRANDS OF BARBED FABRIC WIRE EACH SIDE OF "V" (TYP.) WIRE EACH SIDE OF "V" (TYP.) x X x jj - x In- � GATE FRAME AGATE OPENING FENCE FABRIC (TYP.) DIRECTION GATE SWING (TYP.) PLAN FOOTING DOUBLE LEAF GATE DETAIL SCALE: NONE l.rL 10' CENTER OF POST TO CENTER OF POST (MAXIMUM) r SUPPORT ARM WITH 3 STRANDS OF BARBED WIRE TOP RAIL OR TENSION WIRE, AS SPECIFIED— (� GATE POST GATE LEAF WIDTH GATE POST (OD) FABRIC HEIGHT "A" DIAMETER "B" DEPTH "C" POST EMBEDMENT 3' TO 6' 2.875" 3' TO 5' 12" 38" 36" 6' TO 9' 14" 42" 40" 10' TO 12' 16" 46" 44" 7' TO 12' 4.000" 3' TO 5' 14" 38" 36" 6' TO 9' 16" 42" 40" 10' TO 12' 18" 46" 44" 13' TO 18' 6.625" 8'-0" 16" 42" 40" BOTTOM RAIL OR TENSION WIRE, AS SPECIFIED LINE AND TERMINAL GRADE— PTTSTS FABRIC HEIGHT TYPE POST "A" DIAMETER "B" DEPTH "C" POST EMBEDMENT 3'-0" TO - LINE 6" 26" -MWANa1 32 30" 5 8 2" 30" TERMINAL 10" 32" 6'-0" TO 9'-0" LINE 12" 38" 36" TERMINAL 12" 38" 36" 10'-0" TO LINE 18" 38" L 1 38" 36" 13'-0" TO 24 42" 40" TERMINAL 24" 42" CONCRETE oV FOOTING — n 0 m w U Z w CD DIA OF POST AS SPECIFIED IL U U ti U m NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS CHAIN LINK FENCE DETAIL SCALE: NONE hL ELEVATION 2" BITUMINOUS (1-2) SURFACE COURSE PRIME COAT �— 8" G.C.A. BASE COURSE NON -WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE BITUMINOUS PAVEMENT DETAIL B3 SCALE: NONE If� TYPICAL ACCESS ROAD SECTION SCALE: NONE 4 I 5 8" G.C.A. SURFACE f--- 6" #57 STONE — NON -WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE GRADED CRUSHED AGGREGATE PAVEMENT DETAIL B4 SCALE: NONE AAX) — NON -WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE AGGREGATE PAD DETAIL SCALE: NONE �`� TYPICAL ENTRANCE ROAD SECTION FA5 A3SCALE: NONE AAX) AUG rT Ci?I BY: g a O N SEAL A=COM AECOMTELIfMLALOER YIC. 701 CORPORATE CENTER DRNE,ME, 9Uf1E 6'/5 RALEI31, HC T)907 +', fYt%BSa@oo aRanJ"n A/E INFO FOR COMMANDER NWFAC ACm11Y 100% FINAL DESIGN PACKAGE SUBMITTAL SATISFACTORY TO DATE D6.13.2011 DES LDS JDRW LDS JCHK SPG «PMI CW Pv BRANCH MANAGER CHIEF ENI FIRE PROTECTION iZp �g� O z�g � WUZ LL ? W o lLw O z a w Li Z Z t W W J J^ {^i. o_ j Q0 d CL �— �� ::) m [n U J �� V w `w z w Ckfw �~ w to U z Z w JLLJ w L� W � ZX � w J m V r o � q O U Z J m Q w Z w Q oZg SCALE: AS NOTED EFROJECT NO.: 796M2 CONSTR. CONTR. NO. N40085-10-D-5313 NAVFAC DRAWING NO. 12599012 SHEET 13 OF 151 CS501 C 0 1 I 2 3 4 ' 5 ORAWEORM REVISION: 10 MARCH 2O09 r, rrr