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HomeMy WebLinkAboutSW6200101_SW6200101 Civil Affairs TEMF Revised Drawings_March2020_3/9/2020225225 225 230230 230230 235235 235 235 2352352352352352352 4 0240240240240240 2402402 4 0 240 240 240 2 40240240240 240240240240240240240240240240240240240 240 240 240 240240240 240240240240245245 245245245245245245 245245245245245245245 245 245 2 4 5 245 245 2 4 5 245 245 245245245245245245245245245245 245245245245245245245 245245 245245245 245245245245245245245245245 245245245245245 245245245245 245245245245245250250250250 250 250250250 250250250250250250 SITE 224 226226226 227227 227227 228228 228228 229229 229229 231 231 2 31231232 232 2 3 2232233 233 233233 233 233234234 234234234234234234 234 236236236 236236 236 236 23623623623623 6 236237237237 237237237 237237 237237 2 3 7237237 237237 237 237237237237237238238238238238238238238 238 238 2382382 3 8 238238 238 238238 238 238238238 2382382382382382 3 9 239239239239239239239239 239 239 239 239239239239239239 2 3 9 2 3 9 239 239 239 2392392392 3 9 2392392392392392392412412412 4 1 2412 4 1 2 4 1 241 241 241 241 241241241 241241241241241241241241241241241241 241 241 241 241241241241241241 241 241 241241241241 241241241241241241241241241241241241241 2412412412412 41 241 241241241241241241241241241241241 2 4 1 241241241241242242242242242242 242 242 242 242242 242 242 242 2422422422422422422422422422422422 4 2 242242 242 242 242 242 2422422422 42242242242242242242 242 242 242242242242 242242242242242242242242242 242242 242242242242242242242242242242242242242 242242 242243243243243243243243243243243 243 243 2 4 3 24 3 243 243 243243243243243243243243243243243243243243243 243243 243 2 4 3 243 243 243 243 2432432 43243243243 243243243 243 243243243 243243243243 243243243243243243243243243243243243 243243243243 243243243243243243243243 243243244244244 244 244244 244 244 244 244244244244244244244244244244244244244244244 244244244 244 244 244 244 244 244244244244244 244244244 244 2 4 4244244 244244244244 244244244244244244244244244244244244244 244244244244 244244244244 244 244 244 244244244244 244244 246246246246246 246246246246246246246246246246246246246246246246246246246246 246 246 246246246246246246246246 246246246 246246 246 246246246246246246246246 2462462462472472472472 4 7 2 4 7 247247247247247247247247 247247247 247 247247247247247247247 247247 2472472 4 7 247247247247247247247 247 247247247247247247247 247 247247 247 247 247247248 248 248 248248248248248248248248248 248248248248248 248248248248248249 249249 249249249 249 249249249249249 2492 49251 251251251251251251 251251 252U.S. ARMY CORPS OF ENGINEERSSCAT_V-101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\03_SurvMap\SCAT_V-101.dgn09-MAR-202016:25 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020ELEV.=246.5' BH-3 ELEV.=247.4' BH-4 ELEV.=245.5' BH-2 ELEV.=247.6' BH-5 ELEV.=247.6' BH-8 ELEV.=239.5' BH-16 ELEV.=250.5' BH-6 ELEV.=247.3' BH-13 ELEV.=246.6' BH-1 ELEV.=244.6' BH-2 ELEV.=244.8' BH-1 ELEV.=237.1' BH-14 ELEV.=243.8' BH-7 ELEV.=242.8' BH-12 ELEV.=244.0' BH-17 ELEV.=241.5' BH-1524" RCP18" RCPN.C. GRIDNAD 83/2011N UNDERGROUND SANITARY SEWER WOODSLINE OR TREELINE EDGE OF PAVEMENT BACK OF CURB ASPHALT HATCH FENCE LINE MINOR CONTOUR LINE EDGE OF GRAVEL STORM PIPE ROAD STRIPING CENTERLINE DITCH MAJOR CONTOUR LINE GRAVEL/ROCK HATCH CONCRETE HATCH UNDERGROUND WATER LINE LEVEL C PER CI/ASCE 38-02 STANDARDS UNDERGROUND WATER LINE LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND GAS LINE LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND TELEPHONE LINE LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND POWER LINE LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND FORCE MAIN LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND UNKNOWN LINE LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND COM DUCT BANK LEVEL B PER CI/ASCE 38-02 STANDARDS UNDERGROUND COM DUCT BANK LEVEL C PER CI/ASCE 38-02 STANDARDS RIP RAP HATCH (NOT TO SCALE) VICINITY MAP CHICKEN RD M O R G AN TO N RD NEW DAWN DR T ORA BORA BL VDTORA BORA BLVDSPARTAN WAYA STEAGLE TALON DR FORT BRAGG, NC AFRICAN LION BLVDFREEDOM WAY URBAN CHAOS LN0150 150 300 SCALE: 1" = 150' MOUNTAIN VIPER DR ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT WV #110981 EJB #113063 EJB CONC CONC CONC CONC (102") WALL BRICK TOP=246.58' TMH WV WV FH WV MARKER GAS PAD CONC CHILLERHOT BOX HOT BOX MARKER GAS FH WV TOP=250.25' TMH HOT BOX CHILLERCHILLERBOX HOT CONC BOL BOL BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONCGATEBOL (2) WV FH FH WV WM U/G STEAM LINES (2) O/H STEAM LINES (2) GV O/H STEAM LINES (2) BOX HOT ASPHALTBOLBOL BOLBOL BOL BOL BOL BOL TOP=251.19' TMH 83207 #79438 PPL BOL 247.53' TOP= TMH 15" RCPDRIVE ROCK ELEV.=249.9' BH-10 ELEV.=246.2 BH-11 TPED TPED CONC CONC CONC CONC ASPHALT DATESTEPHEN R. WOLFE, NC PLS #L-3259 __________________________________________________________________________ THIS ________ DAY OF ________________, A.D. 2019. DATUMS; WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL GEODETIC SURVEY; THIS METHOD PRODUCES RESULTS IN NAD83/2011 AND NAVD1988 CONTINUOUSLY OPERATING REFERENCE STATIONS MAINTAINED BY THE NORTH CAROLINA OBSERVATIONS USING A TRIMBLE R8GNSS DUAL FREQUENCY RECEIVER UTILIZING THE VERTICAL CONTROL VALUES WERE DERIVED BY VRS (VIRTUAL REFERENCE SYSTEM) GPS THAT THE FIELD SURVEY WAS COMPLETED ON 25MAR2019; THAT THE HORIZONTAL AND AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION; I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT MASON H. MCKNIGHT, VICE PRESIDENT 706-868-1037 (OFFICE) AUGUSTA, GA 30907 635 NW FRONTAGE ROAD PO BOX 211900 ACC CONSTRUCTION COMPANY, INC.CLIENT AUTHORIZING WORK:14. COMPLEX_TOPO_DGN_190325.DGN JOYNER KEENY FILE NAME: 190022A_FORT BRAGG_SOF CIVIL AFFAIRS BN 13. JOYNER KEENY PROJECT # 190022A12. ONE (1) FOOT CONTOUR INTERVAL11. FIELD BOOK # 702, 703, and 71810. DATE OF FIELD SURVEY: 04MAR2019 THRU 25MAR20199. FEET. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY 8. (MINIMAL FLOOD RISK). #9498, MAP NUMBER 3710949800J, MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL 7. D. HAZARDOUS WASTE C. GRAVES, CEMETERIES, OR BURIAL GROUNDS; B. WETLANDS; A. UNDERGROUND STORAGE FACILITIES; NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6. ELECTRIC: SANDHILLS ELECTRIC UTILITY, 910-497-7399 NATURAL GAS: DUKE ENERGY (PIEDMONT NATURAL GAS) 704-731-4960 GIS: FORT BRAGG DPW, 910-907-3814 WATER & SANITARY SEWER: ONUS, 910-495-1311 NC ONE CALL CENTER AT 1-800-632-4949. FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5. EVIDENCE, PAINT MARKINGS, AND BASE UTILITY PLANS. APPROXIMATE LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES, PHYSICAL LOCATE ANY BURIED UTILITIES OR STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE THE EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS GROUND FEATURES AND PAINT MARKS ESTABLISHED BY JOYNER KEENY AND OTHERS. THE THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4. ACCURACY STANDARDS. THE CONTROL POINTS USED IN THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER REFERENCE SYSTEM (VRS). A CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH OF 1988 (NAVD88) FROM GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL VERTICAL CONTROL: ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM 3. WAS A TRIMBLE R8 GNSS GPS RECEIVER WITH TRIMBLE ACCESS SOFTWARE. AVERAGE COMBINED FACTOR USED IS 0.999870932 (GROUND TO GRID). EQUIPMENT USED WITH JK CAP) WITH GRID COORDINATES NORTH = 481737.784, EAST = 1990027.270. THE COORDINATES SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #10000 (REBAR NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET. GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON 2. 252-985-6026 (FAX) 252-977-3124 (OFFICE) ROCKY MOUNT, NORTH CAROLINA 27804 P.O. BOX 7533 1051 NORTH WINSTEAD AVENUE N.C. Firm License # P-0551 JOYNER KEENY, PLLC FIELD SURVEYS PERFORMED BY:1. NOTES:15" RCPSHEET 6 SHEET 9 SHEET 2 SHEET 3 SHEET 5 SHEET 7 SHEET 8 SHEET 4 SHEET 10 ELEV.=250.6 BH-9 #108697 EJB S S P HH INV.=229.24' 42" RCP P RAP RIP 15" RCP15" RCP INV.=230.37'INV.=228.44' INV.=231.70' INV.=230.88' INV.=232.92' INV.=234.99' (N) INV.=234.93' (S) INV.=225.70' (E) INV.=225.68' (W) INV.=237.44' (S) INV.=237.70' (W) INV.=237.84' (N)6" PVCINV.=239.17' (E) INV.=232.30' (N) INV.=232.70' (E) INV.=235.53' (N) INV.=235.38' (S) INV.=235.77' (S) INV.=235.85' (NW) INV.=230.36' (S) INV.=233.91' (E) INV.=230.34' (N) INV.=236.52' (N) INV.=236.50' (SE) INV.=231.40' (SE) INV.=231.35' (NW) INV.=233.52' (S) INV.=233.79' (NW) INV.=232.26' (S) INV.=231.89' (NW) INV.=232.65' (S) INV.=232.40' (N) INV.=233.20' (S) INV.=233.08' (N) INV.=233.57' (N) INV.=232.10' (W) INV.=231.95' (E) INV.=229.39' (N) INV.=229.10' (SW) 24" RCP 8" PVC 8" PVC RCP 36" 24" RCPTOP=240.38' TOP=233.29' TOP=243.04' TOP=225.88' TOP OF PIPE=220.29' (S) TOP=238.89' TOP=240.84' TOP=240.94' TOP=240.20' TOP=241.68' TOP=237.40' TOP=236.43' TOP=236.32' TOP=236.85' TOP=236.45' TOP=236.81' TOP=242.93' TOP=243.10' FES RAP RIP RAP RIP RAP RIP RAP RIP CONC HW CONC HW OFF-SITE OFF-SITE OFF-SITE OFF-SITE OFF-SITE OFF-SITE OFF-SITE RAP RIP RAP RIP RAP RIP 6" CPP10" PVC (0D)8" PVC36" RCP 36" RCP 36" RCP S P 4" PVC P 8" PVC6" PVC OFF-SITE 24" RCPS 24" RCP 8" PVC42" RCP 8" PVC 8" PVC10" PVC 8" PVC 3 STRAND RAZOR WIRE FENCE 3 STRAND RAZOR WIRE FENCE 3 STRAND RAZOR WIRE FENCE 3 STRAND RAZOR WIRE FENCE36" RCPS GATE 72" CHLK GATE 72" CHLK GRAVEL GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE BOL BOL (10)GATE 18" RCP S 15" RCPHHHH 8" PVC8" PVCRCP 18" 8" P V CP P 8" PVCCONC DITCH CONC DITCH CONC DITCH CONC DITCH 10" PVC18" RCP15" RCP S15" RCP 8" PVC8" PVCS ASPHALTHH P 15" RCP6" CPP6" CPPINV.=240.72' INV.=240.57'INV.=237.81' INV.=237.98' PES PES PES PESPESPES 1 5 " RCP 15" RCPP72" CHLK72" CHLK6" PVC6" PVCASPHALT ASPHALT ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT 15" RCP 8" PVC8" PVC15" RCP S 15" CPP T S HH S 8" PV C W W P T18" RCPS CPP 18 " 15" CPPT 18" RCP S S T W T P RCP18" S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE TOP=240.76' EL HH TOP=240.58' EL HH EJB #112830 INV.=214.81' FH TOP=243.65' EL HH WV WV GV FH WV FH WVWV WV WV TOP=226.99' EL HH #79040 83032 PPL #79092 83030 PPL EJB #112501 #110766 EJB EM PIV WV WMV WV WV WV #79445 83096 PPL WV WV WV PIVWV WV WV WV WV FH WMV #79454 83356 PPL #79401 83354 PPL #110751 EL TRANS EM #110749 EL TF #79228 83351 PPL EM TOP=247.09' TEL HH #112896 EL TF WV WV PIV WMV WV FH #79291 83353 PPL WV WV WV WV FH PIV #112899 EL TF WV WV #79177 83347 PPL WV WV #110016 EL TF WV FH 83217 #79146 PPL 83160 #79145 PPL 83104 #79144 PPL TOP=247.23' INV.=241.32' (S) 4" PVC OFF-SITE OFF-SITE CB TOP=224.25' INV.=217.90' (SE) 2 4 " RCP TOP=242.24' INV.=226.98' (N)10" PVC10" PVCOFF-SITE TOP=241.84' INV.=234.08' (N) INV.=234.08' (S) TOP=237.00' INV.=233.89' (W) INV.=232.06' (N) INV.=232.05' (S) TOP=242.31' INV.=230.10' (W) INV.=230.04' (N) INV.=229.83' (S) 83050 #79141 PPL #110025 EJB #110184 EJB TOP=238.12' INV.=231.01' (N) INV.=230.88' (E) AND DEBRIS) FULL OF WATER (NO INFO - TOP=237.44' DI DI DI DI DI 83349 #79136 PPL 83176 #79443 PPL 83136 #79444 PPL 83096 #79445 PPL 28"x44" RCP 28"x44" RCP INV.=214.34' INV.=214.33' TOP=226.11'INV.=214.82' TOP=238.28' INV.=228.36' (N) INV.=228.32' (E) TOP=244.48' INV.=231.44' (W) INV.=231.51' (E) TOP=241.33' INV.=227.83' (W) INV.=228.18' (E) INV.=227.77' (S)TOP=246.27' INV.=238.38' (N) INV.=235.32' (W) TOP=224.30' INV.=217.59' (NW) DI 24" RCPINV.=217.59' (S) TOP=224.98'24" RCPINV.=213.87' (N) (STRUCTURE FULL OF WATER) LVL B DUCT BANK EMPTY COMM 83353 #79346 PPL LVL B DUCT BANK EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMMDUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL C EMPTY COMM DUCT BANK LVL B EMPTY COMM LVL B DUCT BANK EMPTY COMM FH WV UKN UKN RAP RIP BLDG WD CONCCONCCONCCONCCONCCONC FITNESS AREA PILE DEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILE DEBRIS PILE DEBRIS PP GUY PP PP GUY GRAVEL GAZEBO TRAINING AREA 95TH COUNTER IED (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS PINE WOODS GRAVEL 8" PVC UKN CONC PAD EJB ON PAD CONC EJB ON UKN 15" RCPFES FES INV.=244.05' FES INV.=244.13' DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH INV.=246.44' DIRECTION ONLY DRAIN TRENCH 6" PP 6" PP INV.=246.58' DIRECTION ONLY INV.=244.14' FES INV.=239.77' FES 238.85' INV.= 238.40' INV.= WW HW WW 24" RCPWW HW WW FES INV.=241.14' WW WW HW INV.=242.44' FES INV.=242.98' TOP=246.51' INV.=236.96' (E) INV.=236.96' (W) INV.=240.28' TOP=247.73' BOX JUNCTION TOP=246.93' INV.=239.59' TOP=242.56' INV.=235.94' (E) INV.=235.66' (W) TOP=252.44' INV.=242.99' (SW) OFF-SITE TOP=250.31' DI15" RCP INV.=242.11' (W) TOP=250.06' DI INV.=240.17' (E) 15" RCP INV.=240.11' (W) TOP=250.14' DI INV.=237.89' (E) INV.=237.76' (W) 18" RCP TOP=249.36' INV.=236.82' (W) INV.=236.94' (E) 18" RCP TOP=246.49' DI INV.=235.86' (E) INV.=235.83' (W) 24" RCP TOP=246.45' DI INV.=234.05' (E) INV.=233.52' (W) 24" RCP TOP=246.41' DI INV.=231.99' (E) INV.=231.68' (W) 24" RCP TOP=249.33' INV.=242.14' (NE) INV.=242.08' (SW) TOP=247.15' INV.=241.33' (NE) INV.=241.26' (S) INV.=240.57' (S) OUTFALL STRUCTURE INV.=240.09' (SW) INV.=244.23' (NE) INV.=244.22' (S) INV.=244.24' (E) 8" PVC ONLY DIRECTION DI INV.=244.49' (N) INV.=244.36' (E) DI TOP=246.62' TOP=246.78' ONLY DIRECTION INV.=244.54' (S) INV.=244.58' (E) DI TOP=246.80' 8" PVC ONLY DIRECTION 8" PVC ONLY DIRECTION INV.=244.45' (E) INV.=244.38' (N) DI TOP=246.78' INV.=244.42' (S) STRUCTURE OUTFALL FES INV.=240.89' INV.=240.01' (NW) INV.=241.15' (SE)END NOT FOUNDINV.=237.95' (W) INV.=240.11' (N) INV.=238.05' (E) 243.93' INV.= UKN UKN UKN V-101S.HAGGARDS.CURRYM.MAYERJOYNER KEENY, PLLC. www.joynerkeeny.com Office: 252.977.3124 Fax: 252.985.6026 North Carolina Firm Number P-0551 Rocky Mount, North Carolina 27804 1051 North Winstead Avenue - P.O. Box 7533 PREPARED BY:TOPOGRAPHIC SURVEYTBM TEMPORARY BENCHMARK STMH STORM SEWER MANHOLE POWER POLE TELEPHONE PEDESTAL ELECTRIC METER TMH LEGEND POWER POLE WITH LIGHT PP PPL EJB EM RB&C REBAR WITH CAP ELECTRIC JUNCTION BOX SPOT ELEVATION S P TPEDT TELEPHONE MANHOLET HH EL HH ELECTRIC HAND HOLE EL TF ELECTRIC TRANSFORMER TEL HHHH TELEPHONE HAND HOLE GV GAS VALVE WV WATER VALVE FH FIRE HYDRANT WM WATER METER SSMH SANITARY SEWER MANHOLE BH BORE HOLE BOL BOLLARD DI DROP INLET CB CATCH BASIN ELEV ELEVATION INV INVERT RCP CONC CONCRETE REINFORCED CONCRETE PIPE PP PLASTIC PIPE CPP CORRUGATED PLASTIC PIPE PVC POLYVINYL CHLORIDE PIPE PIV POST INDICATOR VALVE WMV WATER METER VAULTW FES FLARED END SECTION HW HEADWALL WW WINGWALL UNKNOWNUKN CHLK CHAIN LINK O/H OVERHEAD U/G UNDERGROUND COMM COMMUNICATION LVL LEVEL WD WOOD BLDG BUILDING PES PARALLEL END SECTION WETLAND NOTE kenneth.v.mcmillan.ctr@mail.mil (901) 907-5325 KENNY McMILLAN POINT OF CONTACT: ENVIRONMENTAL DEPARTMENT. DEPARTMENT OF PUBLIC WORKS (DPW) AS PER COORDINATIONS WITH FORT BRAGG CONSTRUCTION LIMITS OR PROJECT BOUNDARY NO WETLANDS EXIST WITHIN THE PROJECT ELEV.=246.5' BH-3 ELEV.=247.4' BH-4 ELEV.=245.5' BH-2 ELEV.=247.6' BH-5 ELEV.=247.6' BH-8 ELEV.=239.5' BH-16 ELEV.=250.5' BH-6 ELEV.=247.3' BH-13 ELEV.=246.6' BH-1 ELEV.=244.6' BH-2 ELEV.=244.8' BH-1 ELEV.=237.1' BH-14 ELEV.=243.8' BH-7 ELEV.=242.8' BH-12 ELEV.=244.0' BH-17 ELEV.=241.5' BH-1524" RCP18" RCPASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT WV #110981 EJB #113063 EJB CONC CONC CONC CONC (102") WALL BRICK TOP=246.58' TMH WV WV FH WV MARKER GAS PAD CONC CHILLERHOT BOX HOT BOX MARKER GAS FH WV TOP=250.25' TMH HOT BOX CHILLERCHILLERBOX HOT CONC BOL BOL BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONC GATEBOL (2) WV FH FH WV WM U/G STEAM LINES (2) O/H STEAM LINES (2) GV O/H STEAM LINES (2) BOX HOT BOLBOL BOLBOL BOL BOL BOL ELEV.=246.99' E=1989952.37 N=482931.24 #10011 RB&C ELEV.=249.01' BOLT OF FIRE HYDRANT INSCRIBED "X" ON BONNET #10009 TBM ELEV.=246.92' E=1989483.91 N=482923.12 RB&C #10012 ELEV.=250.27' E=1990417.36 N=482890.16 #10008 RB&C ELEV.=243.13' E=1990414.97 N=482315.01 #10006 RB&C ELEV.=241.22' E=1989494.98 N=482343.47 #10014 RB&C ELEV.=249.01' BOLT OF FIRE HYDRANT INSCRIBED "X" ON BONNET #10007 TBM ELEV.=238.36' E=1989484.99 N=481737.74 #10001 RB&C ELEV.=243.49' E=1990027.27 N=481737.78 #10000 RB&C ELEV.=246.28' E=1990452.70 N=481734.40 #10005 RB&C BOL TOP=251.19' TMH 83207 #79438 PPL BOL 247.53' TOP= TMH 15" RCPELEV.=249.9' BH-10 ELEV.=246.2 BH-11 ELEV.=2243.15' BOLT OF FIRE HYDRANT INSCRIBED "X" ON BONNET #10016 TBM TPED TPED CONC CONC CONC CONC 15" RCPELEV.=250.6 BH-9 #108697 EJB 224 225225 225 226226226S P HH 227227 227227 228228 228228 INV.=229.24' 42" RCP 229229 229229P 230230 230230 RAP RIP 15" RCP15" RCP INV.=230.37'INV.=228.44' INV.=231.70' INV.=230.88' INV.=234.99' (N) INV.=234.93' (S) INV.=225.70' (E) INV.=225.68' (W) INV.=237.44' (S) INV.=237.70' (W) INV.=237.84' (N) INV.=239.17' (E) INV.=232.30' (N) INV.=232.70' (E) INV.=235.53' (N) INV.=235.38' (S) INV.=235.77' (S) INV.=235.85' (NW) INV.=230.36' (S) INV.=233.91' (E) INV.=230.34' (N) INV.=236.52' (N) INV.=236.50' (SE) INV.=231.40' (SE) INV.=231.35' (NW) INV.=233.52' (S) INV.=233.79' (NW) INV.=232.26' (S) INV.=231.89' (NW) INV.=232.65' (S) INV.=232.40' (N) INV.=233.20' (S) INV.=233.08' (N) INV.=233.57' (N) INV.=232.10' (W) INV.=231.95' (E) INV.=229.39' (N) INV.=229.10' (SW) 24" RCP 24" RCPTOP=240.38' TOP=233.29' TOP=243.04' TOP=225.88' TOP OF PIPE=220.29' (S) TOP=238.89' TOP=240.84' TOP=240.94' TOP=240.20' TOP=241.68' TOP=237.40' TOP=236.43' TOP=236.32' TOP=236.85' TOP=236.45' TOP=236.81' TOP=242.93' TOP=243.10' FES RAP RIP CONC HW OFF-SITE OFF-SITE OFF-SITE OFF-SITE OFF-SITE OFF-SITE OFF-SITE 6" CPP10" PVC (0D)231 231 2 31231232 232232 232233 233 233233 233 23336" RCP 36" RCP 36" RCP S 234234 234234234234234234 234 P 235235 235 235 235235235235235235236236236 236236 236 236 2362362362362 36 236P OFF-SITE 237237237 237237237 237237 237237 237237237 237237 23 7 23723723723723724" RCPS 24" RCP 238238238238238238238238 238 238 2382382 3 8 238238 238 238238 238238238238 23823823823823836" RCPS 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2 3 9 239239239239239239239239 239 239 239 2392392392392392392 3 9 2 3 9 2 39 2 39 239 2392392392 3 9 239239239239239239 GATE BOL BOL (10)GATE 18" RCP 239.872402402402402402402402402 4 0 240 240 240 240240240240 240240240240240240240240240240240240240 240 240 240 240240240 240240240240S HH HH RCP 18" 241241 2412 4 1 2412 4 1 2 4 1 241 24 1 241 241 241241241 241241241241241241241241241241241241 241 241 241 241241241241241241 241 241 241241241241 241241241241241241241241241241241241241 2412412412412 4 1 241 241241241241241241241241241241241 2 4 1 241241241241P P CONC DITCH242242242242242242242 242 242 242242 2 42242 242 2422422422422422422422422422422422 4 2 242242 242 242 242 242 242242242242242242242242242242 242 242 242242242242 242242242242242242242242242 242242 242242242242242242242242242242242242242 242242 242243243243243243243243243243243 243 243 2 4 3 2 4 3 243 243 243243243243243243243243243243243243243243243 243243 243 24 3243 243 243 243 243243243243243243243243243 243 2 4 3243243 243243243243 243243243243243243243243243243243243 243243243243 243243243243243243243243 243243S HH P244244244 244 244244 244 244 244 244244244244244244244244244244244244244244244 244244244 244 244 244 244 244 244244244244244 244244244 244 2 44244244 244244244244 244244244244244244244244244244244244244 244244244244 244244244244 244 244 244 244244244244 24424415" RCP6" CPP6" CPPINV.=240.72' INV.=240.57'INV.=237.81' INV.=237.98' PES PES PES PESPESPES 1 5 " RCP 15" RCPP 6" PVC6" PVC245245 245245245245245245 245245245245245245245 245 245 2 4 5 245 245 2 4 5 245 245 245245245245245245245245245245 245245245245245245245 245245 245245245 245245245245245245245245245 245245245245245 245245245245 245245245245245 T 246246246246246246246246246246246246246246246246246246246246246246246246246 246 246 246246246246246246246246 246246246 246246 246 246246246246 246246246246 24624624615" CPP T 2472472472472 4 7 2 4 7 247247247247247247247247 2472472 4 7 247 247247247247247247247 247247 2472472 4 7 247247247247247247247 247 247247247247247247247 247 247247 247 247 247247 HH S 8" PV C W W P T18" RCPCPP 1 8 " 15" CPPS 248 248 2 4 8 248248248248248248248248248 2482482482482 4 8 248248248248248T 249 249249 249249249 249 249249249249249 24924918" RCP S S 250250 250250 250 250250250 250250250250250250 T W 251 2512512512512512 5 1 251251 T P 252RCP18" S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE TOP=240.76' EL HH TOP=240.58' EL HH EJB #112830 INV.=214.81' FH TOP=243.65' EL HH WV WV GV FH WV FH WVWV WV WV TOP=226.99' EL HH #79040 83032 PPL #79092 83030 PPL EJB #112501 #110766 EJB EM PIV WV WMV WV WV WV #79445 83096 PPL WV WV WV PIVWV WV WV WV WV FH WMV #79454 83356 PPL #79401 83354 PPL #110751 EL TRANS EM #110749 EL TF #79228 83351 PPL EM TOP=247.09' TEL HH #112896 EL TF WV WV PIV WMV WV FH #79291 83353 PPL WV WV WV WV FH #112899 EL TF WV WV #79177 83347 PPL WV WV #110016 EL TF WV FH 83217 #79146 PPL 83160 #79145 PPL 83104 #79144 PPL TOP=247.23' INV.=241.32' (S)OFF-SITE OFF-SITE CB TOP=224.25' INV.=217.90' (SE) 2 4 " RCPTOP=241.84' INV.=234.08' (N) INV.=234.08' (S) TOP=237.00' INV.=233.89' (W) INV.=232.06' (N) INV.=232.05' (S) TOP=242.31' INV.=230.10' (W) INV.=230.04' (N) INV.=229.83' (S) 83050 #79141 PPL #110025 EJB #110184 EJB TOP=238.12' INV.=231.01' (N) INV.=230.88' (E) AND DEBRIS) FULL OF WATER (NO INFO - TOP=237.44' DI DI DI DI DI 83349 #79136 PPL 83176 #79443 PPL 83136 #79444 PPL 83096 #79445 PPL 28"x44" RCP 28"x44" RCP TOP=226.11'INV.=214.82' TOP=238.28' INV.=228.36' (N) INV.=228.32' (E) TOP=244.48' INV.=231.44' (W) INV.=231.51' (E) TOP=241.33' INV.=227.83' (W) INV.=228.18' (E) INV.=227.77' (S)TOP=246.27' INV.=238.38' (N) INV.=235.32' (W) TOP=224.30' INV.=217.59' (NW) DI 24" RCPINV.=217.59' (S)24" RCPLVL B DUCT BANK EMPTY COMM 83353 #79346 PPL LVL B DUCT BANK EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMMDUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL C EMPTY COMM DUCT BANK LVL B EMPTY COMM LVL B DUCT BANK EMPTY COMM FH WV UKN UKN RAP RIP BLDG WD CONCCONCCONCCONC CONCCONC FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI 8" PVC UKN CONC PAD EJB ON PAD CONC EJB ON UKN 15" RCPFES FES INV.=244.05' FES INV.=244.13' DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH INV.=246.44' DIRECTION ONLY DRAIN TRENCH 6" PP 6" PP INV.=246.58' DIRECTION ONLY INV.=244.14' FES INV.=239.77' FES 24" RCPWW HW WW FES INV.=241.14' INV.=240.28' TOP=247.73' BOX JUNCTION TOP=252.44' INV.=242.99' (SW) OFF-SITE TOP=250.31' DI15" RCP INV.=242.11' (W) TOP=250.06' DI INV.=240.17' (E) 15" RCP INV.=240.11' (W) TOP=250.14' DI INV.=237.89' (E) INV.=237.76' (W) 18" RCP TOP=249.36' INV.=236.82' (W) INV.=236.94' (E) 18" RCP TOP=246.49' DI INV.=235.86' (E) INV.=235.83' (W) 24" RCP TOP=246.45' DI INV.=234.05' (E) INV.=233.52' (W) 24" RCP TOP=246.41' DI INV.=231.99' (E) INV.=231.68' (W) 24" RCP TOP=249.33' INV.=242.14' (NE) INV.=242.08' (SW) TOP=247.15' INV.=241.33' (NE) INV.=241.26' (S) INV.=240.57' (S) OUTFALL STRUCTURE INV.=240.09' (SW) INV.=244.23' (NE) INV.=244.22' (S) INV.=244.24' (E) 8" PVC ONLY DIRECTION DI INV.=244.49' (N) INV.=244.36' (E) DI TOP=246.62' TOP=246.78' ONLY DIRECTION INV.=244.54' (S) INV.=244.58' (E) DI TOP=246.80' 8" PVC ONLY DIRECTION 8" PVC ONLY DIRECTION INV.=244.45' (E) INV.=244.38' (N) DI TOP=246.78' INV.=244.42' (S) STRUCTURE OUTFALL FES INV.=240.89' INV.=240.01' (NW) INV.=241.15' (SE)END NOT FOUNDINV.=237.95' (W) INV.=240.11' (N) INV.=238.05' (E) 243.93' INV.= UKN UKN UKN U.S. ARMY CORPS OF ENGINEERSSCAT_CG101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG101.dgn09-MAR-202016:24 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL FOREBAY #1 WET POND GI-4 GI-5 SDMH-4 SDMH-5 SDMH-3 SDMH-2SDMH-1 GI-1 GI-2 GI-6 HW-4 CO COCOCO COCO CO SDMH-8 SDMH-9 RD RD RDRDRD RD RD RD RD RD RD RD RD RDRDRD DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDSDS 18" 24" 15"15"15"15"18" SDMH-6 SDMH-12 RDRD SDMH-7 CB-8 AD-1 AD-2 AD-4 AD-5 AD-6 AD-8 HW-5 HW-6 HW-7 HW-8 36"36"36" 36" 6"10" 6"12"6"12"10" 12"15"15"36"36"36" HW-3 SDMH-11 CB-1 CB-2 CB-5 CB-6 CB-7 24" 24" 18" 24"24"36" CO CO CO CO COCO CO CO CO CO CO RD AD-3 AD-7 CB-3 24" 30" SDMH-10 30" SDMH-13 SDMH-14 10" RD12"12"10"6" RD 12"10"10"RD RD 6"6"12"6"6" CO CO CO CO RD RD CO CO CORDRDRD 6"6"6"10"10"10"RD RDRD6"6"6" 10"10"12"RD RD RD RD 6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"RDRDRDRDRDRDRDRDRDRDRDCO CO CO 6"6"10"10"12"15"15"15"15"15"18"18"18"SDMH-17 SDMH-16 SDMH-18 SDMH-19 SDMH-15 CO CO HW-1 CO CO COCO CO CO CO CO CO + CO CO GI-318"24"24"8" PERF.8" PERF.30"24" HW-9 12"RD15"15"CO RD 10"RD10"RD10"R D 6" R D 6"6"10"6" 10" 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 36"24"18"15" EXMH-1 EXMH-2 EXMH-3 24"24" 36" 15"18"24"232232235 235 235235235235 235 235235235235238238238238 238 239 239 239 240240240240240240240240240 240 240 240240240240240 240 240240240240240 24"243241 242 242 242 2428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243 243 243 243 243 243243 243 243 243 243243245 244 244 244 244 244 244 244 244244244244244 244245 245 245245245 245245245 245 245 245 245 245245245 246 246 246 246246 246 246246 246 246 246 246246246246246247 247 247248250249250CG101S.HAGGARDS.CURRYM.MAYERN GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION. GRAPHIC SCALE: 1"=80'-0" 240'160'80'040'80' GENERAL NOTES 7. 6. 5. 4. 3. 2. 1. ON SIDE SLOPES AND FINISHED GRADE. ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED RATED FOR HS-20 LOADING. DRAINAGE STRUCTURES IN PAVEMENT SHALL BE ALL FRAMES, GRATES AND COVERS FOR ANY DRAINAGE SCHEDULE. REFER TO SHEET CG601 AND CG602 FOR STORM DPW ON REMOVAL PROCEDURE. CONSTRUCTION AND TO CONSULT WITH FORT BRAGG OFFICER IF A UST IS ENCOUNTERED DURING HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING ANTICIPATED TO BE FOUND DURING CONSTRUCTION. NO UNDERGROUND STORAGE TANKS (UST) ARE LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE. MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN LESS IN DIAMETER TO BE PVC. CONTRACTOR (CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR INCHES OPEN AREA PER LINEAL FOOT OF PIPE. PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED. PERMANENT EROSION CONTROL REQUIREMENTS. AND CG801 SERIES FOR ADDITIONAL GRADING AND EXISTING SLOPES AND GRASSED. REFER TO CG701 DISTURBED AREA SHALL BE GRADED TO MATCH NOTES. REFER TO SHEETS C-001 AND C-002 FOR GENERAL GRADE AND DRAIN PLAN OVERALLWETLAND NOTE kenneth.v.mcmillan.ctr@mail.mil (901) 907-5325 KENNY McMILLAN POINT OF CONTACT: ENVIRONMENTAL DEPARTMENT. DEPARTMENT OF PUBLIC WORKS (DPW) AS PER COORDINATIONS WITH FORT BRAGG CONSTRUCTION LIMITS OR PROJECT BOUNDARY NO WETLANDS EXIST WITHIN THE PROJECT CG110 CG111 CG112 CG113 ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT MARKER GAS MARKER GAS S S S S UG COMM UG COMM BL*516 T UG COMM BL*516 COMMT HH UG COMMEL*516 S BL*700 UG COMM COMM UG COMM T S EL*516BL*516T S S EL*516 UG COMM UG COMM UG COMMUG COMM UG COMM UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM UG COMM COMMT S GV 24" RCPBOX HOT BOL BOL BOL BOL BOL INV.=229.24' 42" RCP INV.=225.70' (E) INV.=225.68' (W) INV.=232.30' (N) INV.=232.70' (E) INV.=230.36' (S) INV.=233.91' (E) INV.=230.34' (N) INV.=231.40' (SE) INV.=231.35' (NW) INV.=232.26' (S) INV.=231.89' (NW) INV.=229.39' (N) INV.=229.10' (SW)24" RCPTOP=238.89' TOP=240.20' TOP=237.40' TOP=236.32' TOP=243.10' OFF-SITE 36" RCP 36" RCP 234 235235236 236 236236236237237 237237 237237 237237 2 3 7 23723724" RCPS 24" RCP 238238238238 238 238238 23823823836" RCPS 72" CHLK72" CHLK2 3 9 2392392392392392392 3 9 2 3 9 2 3 9240240240240240240 2402402 4 0 240 240240S241241 2412 4 1 2412 4 1 2 4 1 241 2 41242242 2422422422422 4 2 242 2 4 2 242242 242243243243243243243243243243243 243 243 2 4 3 2 4 3 243243S244244244 244 244244 244 244244245245 245 245 2 4 5 245 245 2 4 5 246246246 246246 246 246246246LS BD LS BD LS BD 247247 247247247247247247 247247 LS BD HH TOP=247.09' TEL HH DI DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL C EMPTY COMM FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI U.S. ARMY CORPS OF ENGINEERSSCAT_CG110.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG110.dgn09-MAR-202016:24 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" POL STORAGEORG STORAGE "A"FF EL 246.25GI-4 GI-5 SDMH-2SDMH-1 GI-6 COCO SDMH-8 RD RD RDRDRD RD DS DS DS DS DS DS DS DSDSDSDSDSDSDS 24" 15"18" RD SDMH-7 CB-8 AD-1 AD-2 AD-4 36"36" 6" 15" 3 6" HW-3 SDMH-11 CB-1 CB-2 24" 24" 24"24"CO CO CO CO COCO CO CO RD AD-3 CB-3 30" SDMH-10 30" SDMH-13 SDMH-14 10" RD12"12"10"6" RD 12"RD RDRD 6"6"6" 10"10"12"RD RD RD RD 6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"CO CO CO CO CO COCO CO CO CO CO CO + CO CO GI-318"24"24"8" PERF.8" PERF.30"24"15"15"R D 6"6"10"6" 10" 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 EXMH-2 EXMH-3 36"238238239 240240240240240240 24" 241 2428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243244245 245 245245245 245.33 245.33 245.33 245.33245.33 245.33 245.50 246.83 246.83 245.50 245.50 245.50 245.75 245.75 245.75 245.75 246 246 246246246 246247 GI-5 SDMH-4 SDMH-5 SDMH-3 SDMH-2SDMH-1 GI-1 GI-2 GI-6 HW-4SANSANCOCO SANSAN W FW W CO CO COCO SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD RD RD RDRDRD DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDSDS 18" 24" 15"15"15"15"18" SDMH-6 SDMH-12 SAN RDRD AD-1 AD-2 AD-4 AD-5 AD-6 AD-8 HW-5 HW-6 HW-7 HW-8 SAN SAN 36"36"36" 36" 6"10" 6"12"6"12"10" 12"15"15"36"36"36" HW-3 SDMH-11 CB-1 CB-2 CB-5 CB-6 CB-7 24" 24" 18"24"36" CO CO CO CO COCO CO CO CO CO CORD AD-3 AD-7 CB-3 24" 30" SDMH-1030" SDMH-13 SDMH-14 10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO CO CO CO RD RD CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6" 10"10"12"RD RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO COCO 12"15"15"15"15"15"18"18"18"SDMH-17 SDMH-16 SDMH-18 SDMH-19 SDMH-15 CO CO HW-1 CO COCO CO CO CO CO CO WWW WWWWWWW WFWFWFWFWFW FWFWW WWWW + CO GI-318"24"8" PERF.8" PERF.30"24" FW 8" 8" 8" 8"8"8"8"8"8"8"8"8" 8"8"8"8"8"8"8"8"8"8"8"6"6" 6" 6"6" 8"8"8"8" 8" HW-9 12"15"15"CO RD 10"RD10"RD10"R D6" R D 6"6"10"6" 10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 36"24"18"15" EXMH-1 EXMH-2 EXMH-3 24"24" 36" 15"18"24"10"10"10"OWSDEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL FOREBAY #1 WET POND232232 235 235 235235235235 235 235235235238238 238 239 239 239 240240240240240240240 240 240 240240240240240 240 24024024024024"24 3 241 242 2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243 243 243 243243 243 243 243 243243245 244 244 244 244 244 244 244 244244244244 244245 245 245245245 245245245 245 245 245 245 245245245 246 246 246 246246 246 246246 246 246 246 246246246246247 247 247248250249250N CG110 CG111 CG112 CG113 KEY MAP CG110S.HAGGARDS.CURRYM.MAYERN GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION. 90'60'30'015'30' GRAPHIC SCALE: 1"=30'-0" GENERAL NOTES 8. 7. 6. 5. 4. 3. 2. 1. DRIVE. ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS ON SIDE SLOPES AND FINISHED GRADE. ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED RATED FOR HS-20 LOADING. DRAINAGE STRUCTURES IN PAVEMENT SHALL BE ALL FRAMES, GRATES AND COVERS FOR ANY DRAINAGE SCHEDULE. REFER TO SHEET CG601 AND CG602 FOR STORM DPW ON REMOVAL PROCEDURE. CONSTRUCTION AND TO CONSULT WITH FORT BRAGG OFFICER IF A UST IS ENCOUNTERED DURING HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING ANTICIPATED TO BE FOUND DURING CONSTRUCTION. NO UNDERGROUND STORAGE TANKS (UST) ARE LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE. MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN LESS IN DIAMETER TO BE PVC. CONTRACTOR (CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR INCHES OPEN AREA PER LINEAL FOOT OF PIPE. PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED. PERMANENT EROSION CONTROL REQUIREMENTS. AND CG801 SERIES FOR ADDITIONAL GRADING AND EXISTING SLOPES AND GRASSED. REFER TO CG701 DISTURBED AREA SHALL BE GRADED TO MATCH NOTES. REFER TO SHEETS C-001 AND C-002 FOR GENERAL LEGEND AD-1 HW-1 SD CI-1 GI-1 SDMH-1 CONSTRUCTION LIMITS STORM DRAINAGE PIPING. REFER TO SHEETS CG501 THRU CG503. TYPICAL HEADWALL. REFER TO DETAIL 1, SHEET CG507. TYPICAL CURB INLET. REFER TO SHEETS CG504 THRU CG506. TYPICAL GRATED INLET. REFER TO DETAIL 4, SHEET CG508. TYPICAL STORM MANHOLE. REFER TO DETAIL 1, SHEET CG509. RD ROOF DRAIN. CB-1 TYPICAL CATCH BASIN. REFER TO SHEETS CG504 THRU CG506. TYPICAL AREA DRAIN 246.30BIO RETENTION BASINGRADE AND DRAIN PLAN 1ENLARGEDEMERGENCY OVERFLOW 10'x20' RIP-RAP 18" THICK SHEET CG508 BASIN, REFER TO BIO RETENTION SHEET NOTES 1 CG601 AND CG602 TO STORM DRAINAGE SCHEDULE ON SHEETS CONNECT TO EXISTING STORM MANHOLE. REFER 1 1 WETLAND NOTE kenneth.v.mcmillan.ctr@mail.mil (901) 907-5325 KENNY McMILLAN POINT OF CONTACT: ENVIRONMENTAL DEPARTMENT. DEPARTMENT OF PUBLIC WORKS (DPW) AS PER COORDINATIONS WITH FORT BRAGG CONSTRUCTION LIMITS OR PROJECT BOUNDARY NO WETLANDS EXIST WITHIN THE PROJECT ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT MARKER GAS MARKER GAS S S S S UG COMM UG COMM BL*516 T UG COMM BL*516 COMMT HH UG COMMEL*516 S BL*700 UG COMM COMM UG COMM T S EL*516BL*516T S S EL*516 UG COMM UG COMM UG COMMUG COMM UG COMM UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM UG COMM COMMT S GV CONC (102") WALL BRICK TOP=246.58' TMH TOP=250.25' TMH BOL BOL O/H STEAM LINES (2) BOX HOT BOL TOP=251.19' TMH TPED 18" RCP 240 240241241241 241 241 241241241241 241241CONC DITCH UG COMM242242242242242 242 242 242 242242242242 242UG COMM 243243243243243243243 243 2 4 3243243 243243 243243243243244 244244244244 244244244 244244244244 244244244 244244244244244 1 5 " RCP245245 245 245 245245245245245245245 245245 245245245 245245245245245245245 246246246246246246246246246246 2 4 6 246 246246246246246246246246246246246246 246UG COMM 15" CPP COMM T 2472 4 7 2472472 4 7 2 4 7 247247247247247247247 247247 2472472 4 7 247247247247247247247247247 UG COMM S EL*516 BL*700 UG COMM UG COMM18" RCPC P P 1 8 " 15" CPPS 248 2 4 8 2 4 8 248248248248248248248248248 2482482482482 4 8 248248248248EL*516BL*516 T LS BD 249 249249 249249249 249 249249249249249 24924918" RCP S UG COMM S LS BD EL*516 UG COMM250 250 250250 250 250250250 250250250250250250 UG COMM UG COMM UG COMM UG COMM UG COMM UG COMM UG COMM COMM T UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM 251 2512512512512512 5 1 251251 LS BD LS BD UG COMM COMM T 252LVL B DUCT BANK EMPTY COMM DUCT BANK LVL B EMPTY COMMDUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM LVL B DUCT BANK EMPTY COMM UKN UKN RAP RIP BLDG WD CONC 6" PP INV.=246.58' DIRECTION ONLY INV.=244.14' FES INV.=239.77' FES 24" RCPWW HW WW FES INV.=241.14' INV.=240.28' TOP=247.73' BOX JUNCTION TOP=250.31' INV.=242.11' (W) TOP=249.33' INV.=242.14' (NE) INV.=242.08' (SW) TOP=247.15' INV.=241.33' (NE) INV.=241.26' (S) INV.=240.57' (S) OUTFALL STRUCTURE INV.=240.09' (SW)END NOT FOUNDINV.=237.95' (W) INV.=240.11' (N) INV.=238.05' (E)U.S. ARMY CORPS OF ENGINEERSSCAT_CG111.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG111.dgn09-MAR-202016:23 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"SDMH-4 SDMH-5 SDMH-3 HW-4 CO COCO COCO CO SDMH-9 RD RD RD RD RD RD RD RD RDRD DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS 18" 15"15"15" SDMH-6 RD AD-5 AD-6 AD-8 36" 36" 10" 6"12"6"12"10" 12"15"36"36"CB-5 CB-6 CB-7 18 " 36" CO CO CO AD-7 24"10"10"RD RD 6"6"12"6"6" CO CO CO CO RD RD CO CO CORDRDRD 6"6"6"10"10"10"RDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"15"15"15"15"15" SDMH-17 SDMH-16 SDMH-18 SDMH-19 CO CO 12"RDCO RD 10"RD10"RD10"R D 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"36"24"18"15" EXMH-1245 245245245 246 246 246 246 246 246 246246246246246.50 246.50 246.50 246.50 247 247248250249250GI-5 SDMH-4 SDMH-5 SDMH-3 SDMH-2SDMH-1 GI-1 GI-2 GI-6 HW-4SANSANCOCO SANSAN W FW W CO CO COCO SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD RD RD RDRDRD DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDSDS 18" 24" 15"15"15"15"18" SDMH-6 SDMH-12 SAN RDRD AD-1 AD-2 AD-4 AD-5 AD-6 AD-8 HW-5 HW-6 HW-7 HW-8 SAN SAN 36"36"36" 36" 6"10" 6"12"6"12"10" 12"15"15"36"36"36" HW-3 SDMH-11 CB-1 CB-2 CB-5 CB-6 CB-7 24" 24" 18"24"36" CO CO CO CO COCO CO CO CO CO CORD AD-3 AD-7 CB-3 24" 30" SDMH-1030" SDMH-13 SDMH-14 10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO CO CO CO RD RD CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6" 10"10"12"RD RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO COCO 12"15"15"15"15"15"18"18"18"SDMH-17 SDMH-16 SDMH-18 SDMH-19 SDMH-15 CO CO HW-1 CO COCO CO CO CO CO CO WWW WWWWWWW WFWFWFWFWFW FWFWW WWWW + CO GI-318"24"8" PERF.8" PERF.30"24" FW 8" 8" 8" 8"8"8"8"8"8"8"8"8" 8"8"8"8"8"8"8"8"8"8"8"6"6" 6" 6"6" 8"8"8"8" 8" HW-9 12"15"15"CO RD 10"RD10"RD10"R D6" R D 6"6"10"6" 10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 36"24"18"15" EXMH-1 EXMH-2 EXMH-3 24"24" 36" 15"18"24"10"10"10"OWSDEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL FOREBAY #1 WET POND232232 235 235 235235235235 235 235235235238238 238 239 239 239 240240240240240240240 240 240 240240240240240 240 24024024024024"24 3 241 242 2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243 243 243 243243 243 243 243 243243245 244 244 244 244 244 244 244 244244244244 244245 245 245245245 245245245 245 245 245 245 245245245 246 246 246 246246 246 246246 246 246 246 246246246246247 247 247248250249250N CG110 CG111 CG112 CG113 KEY MAP CG111S.HAGGARDS.CURRYM.MAYERN GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION. 90'60'30'015'30' GRAPHIC SCALE: 1"=30'-0" GENERAL NOTES DRIVE. ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS ON SIDE SLOPES AND FINISHED GRADE. ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED RATED FOR HS-20 LOADING. DRAINAGE STRUCTURES IN PAVEMENT SHALL BE ALL FRAMES, GRATES AND COVERS FOR ANY DRAINAGE SCHEDULE. REFER TO SHEET CG601 AND CG602 FOR STORM DPW ON REMOVAL PROCEDURE. CONSTRUCTION AND TO CONSULT WITH FORT BRAGG OFFICER IF A UST IS ENCOUNTERED DURING HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING ANTICIPATED TO BE FOUND DURING CONSTRUCTION. NO UNDERGROUND STORAGE TANKS (UST) ARE LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE. MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN LESS IN DIAMETER TO BE PVC. CONTRACTOR (CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR INCHES OPEN AREA PER LINEAL FOOT OF PIPE. PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED. PERMANENT EROSION CONTROL REQUIREMENTS. AND CG801 SERIES FOR ADDITIONAL GRADING AND EXISTING SLOPES AND GRASSED. REFER TO CG701 DISTURBED AREA SHALL BE GRADED TO MATCH NOTES. REFER TO SHEETS C-001 AND C-002 FOR GENERAL 8. 7. 6. 5. 4. 3. 2. 1. LEGEND AD-1 HW-1 SD CI-1 GI-1 SDMH-1 CONSTRUCTION LIMITS STORM DRAINAGE PIPING. REFER TO SHEETS CG501 THRU CG503. TYPICAL HEADWALL. REFER TO DETAIL 1, SHEET CG507. TYPICAL CURB INLET. REFER TO SHEETS CG504 THRU CG506. TYPICAL GRATED INLET. REFER TO DETAIL 4, SHEET CG508. TYPICAL STORM MANHOLE. REFER TO DETAIL 1, SHEET CG509. RD ROOF DRAIN. CB-1 TYPICAL CATCH BASIN. REFER TO SHEETS CG504 THRU CG506. TYPICAL AREA DRAIN 247.25 GRADE AND DRAIN PLAN 2ENLARGEDSHEET NOTES 1 STORM PIPING. CONNECT TO NEW STORM MANHOLE TO EXISTING CG601 AND CG602 TO STORM DRAINAGE SCHEDULE ON SHEETS CONNECT TO EXISTING STORM MANHOLE. REFER 2 2 2 1 WETLAND NOTE kenneth.v.mcmillan.ctr@mail.mil (901) 907-5325 KENNY McMILLAN POINT OF CONTACT: ENVIRONMENTAL DEPARTMENT. DEPARTMENT OF PUBLIC WORKS (DPW) AS PER COORDINATIONS WITH FORT BRAGG CONSTRUCTION LIMITS OR PROJECT BOUNDARY NO WETLANDS EXIST WITHIN THE PROJECT ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT MARKER GAS MARKER GAS S S S S UG COMM UG COMM BL*516 T UG COMM BL*516 COMMT HH UG COMMEL*516 S BL*700 UG COMM COMM UG COMM T S EL*516BL*516T S S EL*516 UG COMM UG COMM UG COMMUG COMM UG COMM UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM UG COMM COMMT S GV24" RCP18" RCPASPHALT ASPHALT ASPHALT (96" HIGH) 12" BLOCK WALL BOL (2) CONC GATEBOL (2) BOLBOL15" RCPINV.=230.37' INV.=231.70' INV.=231.89' (NW) INV.=232.65' (S) INV.=232.40' (N) INV.=233.20' (S) INV.=233.08' (N) INV.=233.57' (N) TOP=236.85' TOP=236.45' TOP=236.81' RAP RIP CONC HW 6" CPP231232233 233234234 234 235235 235 235 235236236236 236236 236236237237237 237237237 237237237237237238238238238238238238 238 238 238238238238238 23823823872" CHLK72" CHLK72" CHLK72" CHLK239239239239239239 239 239 239 2392392 3 92 3 9 2392392 3 9 239239239239GATE BOL BOL (10)GATE 240 240240 240240240240240240240240240240240240 240 240 240 2402402 4 1 241 241241241241241241241241241241241 241 241 241241241241241241241 2 4 1 2422422422422422422422 4 2 242242 242 242 242 242 242242242242 242243243243243243243243243 243243 243 243243 243243243 244244244244244244 244244244 244 2 4 4 244 244244 6" CPP6" CPPINV.=240.72' INV.=237.98' PES PES PES 245245245245245245245245 MOUNTAIN VIPER DRIVE DI DI DI U.S. ARMY CORPS OF ENGINEERSSCAT_CG112.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG112.dgn09-MAR-202016:23 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020HAZ STORAGE GI-1 GI-2 HW-9 24"24" TW 242.50 TW 242.50 TW 242.50 TW 242.50232232 235235235 235235235235238 238 238 239 239240240240240 240240240240240240243242 242.50 242.50 242.50 243 243 243 243243 TC 243.00 243 TC 243.50 BC 243.00 244 244244 244244.33 244.33 244.50 245.83 244.50 244.33 244.33 244.33 244.33245.83 GI-5 SDMH-4 SDMH-5 SDMH-3 SDMH-2SDMH-1 GI-1 GI-2 GI-6 HW-4SANSANCOCO SANSAN W FW W CO CO COCO SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD RD RD RDRDRD DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDSDS 18" 24" 15"15"15"15"18" SDMH-6 SDMH-12 SAN RDRD AD-1 AD-2 AD-4 AD-5 AD-6 AD-8 HW-5 HW-6 HW-7 HW-8 SAN SAN 36"36"36" 36" 6"10" 6"12"6"12"10" 12"15"15"36"36"36" HW-3 SDMH-11 CB-1 CB-2 CB-5 CB-6 CB-7 24" 24" 18"24"36" CO CO CO CO COCO CO CO CO CO CORD AD-3 AD-7 CB-3 24" 30" SDMH-1030" SDMH-13 SDMH-14 10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO CO CO CO RD RD CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6" 10"10"12"RD RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO COCO 12"15"15"15"15"15"18"18"18"SDMH-17 SDMH-16 SDMH-18 SDMH-19 SDMH-15 CO CO HW-1 CO COCO CO CO CO CO CO WWW WWWWWWW WFWFWFWFWFW FWFWW WWWW + CO GI-318"24"8" PERF.8" PERF.30"24" FW 8" 8" 8" 8"8"8"8"8"8"8"8"8" 8"8"8"8"8"8"8"8"8"8"8"6"6" 6" 6"6" 8"8"8"8" 8" HW-9 12"15"15"CO RD 10"RD10"RD10"R D6" R D 6"6"10"6" 10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 36"24"18"15" EXMH-1 EXMH-2 EXMH-3 24"24" 36" 15"18"24"10"10"10"OWSDEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL FOREBAY #1 WET POND232232 235 235 235235235235 235 235235235238238 238 239 239 239 240240240240240240240 240 240 240240240240240 240 24024024024024"24 3 241 242 2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243 243 243 243243 243 243 243 243243245 244 244 244 244 244 244 244 244244244244 244245 245 245245245 245245245 245 245 245 245 245245245 246 246 246 246246 246 246246 246 246 246 246246246246247 247 247248250249250N CG110 CG111 CG112 CG113 KEY MAP CG112S.HAGGARDS.CURRYM.MAYERN GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION. 90'60'30'015'30' GRAPHIC SCALE: 1"=30'-0" GENERAL NOTES SHEET NOTES 1 2 1 1 1 2 DRIVE. ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS ON SIDE SLOPES AND FINISHED GRADE. ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED RATED FOR HS-20 LOADING. DRAINAGE STRUCTURES IN PAVEMENT SHALL BE ALL FRAMES, GRATES AND COVERS FOR ANY DRAINAGE SCHEDULE. REFER TO SHEET CG601 AND CG602 FOR STORM DPW ON REMOVAL PROCEDURE. CONSTRUCTION AND TO CONSULT WITH FORT BRAGG OFFICER IF A UST IS ENCOUNTERED DURING HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING ANTICIPATED TO BE FOUND DURING CONSTRUCTION. NO UNDERGROUND STORAGE TANKS (UST) ARE LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE. MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN LESS IN DIAMETER TO BE PVC. CONTRACTOR (CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR INCHES OPEN AREA PER LINEAL FOOT OF PIPE. PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED. PERMANENT EROSION CONTROL REQUIREMENTS. AND CG801 SERIES FOR ADDITIONAL GRADING AND EXISTING SLOPES AND GRASSED. REFER TO CG701 DISTURBED AREA SHALL BE GRADED TO MATCH NOTES. REFER TO SHEETS C-001 AND C-002 FOR GENERAL 8. 7. 6. 5. 4. 3. 2. 1. LEGEND AD-1 HW-1 SD CI-1 GI-1 SDMH-1 CONSTRUCTION LIMITS STORM DRAINAGE PIPING. REFER TO SHEETS CG501 THRU CG503. TYPICAL HEADWALL. REFER TO DETAIL 1, SHEET CG507. TYPICAL CURB INLET. REFER TO SHEETS CG504 THRU CG506. TYPICAL GRATED INLET. REFER TO DETAIL 4, SHEET CG508. TYPICAL STORM MANHOLE. REFER TO DETAIL 1, SHEET CG509. RD ROOF DRAIN. CB-1 TYPICAL CATCH BASIN. REFER TO SHEETS CG504 THRU CG506. TYPICAL AREA DRAIN 243.10 243.10 GRADE AND DRAIN PLAN 3ENLARGED3 3 ENLARGED DRAINAGE CHANNEL REFER TO SHEET CG512 FOR EMERGENCY OVERFLOW 10'x20' RIP-RAP 18" THICK EMERGENCY OVERFLOW 10'x20' RIP-RAP 18" THICK REFER TO SHEET CG510 WET POND #1 MAIN POOL STORM WATER FOREBAY WET POND #1 REFER TO SHEET CG511 WET POND #2 MAIN POOL STORM WATER DETAIL 3, SHEET CG507. PROVIDE RIPRAP OUTLET PROTECTION. REFER TO PROVIDE CONCRETE FLUME. REFER TO SHEET CG514. CHANNEL WITH VERTICAL SIDEWALLS, HEIGHT VARIES. PROVIDE 6-FT FLAT BOTTOM CONCRETE DRAINAGE WETLAND NOTE kenneth.v.mcmillan.ctr@mail.mil (901) 907-5325 KENNY McMILLAN POINT OF CONTACT: ENVIRONMENTAL DEPARTMENT. DEPARTMENT OF PUBLIC WORKS (DPW) AS PER COORDINATIONS WITH FORT BRAGG CONSTRUCTION LIMITS OR PROJECT BOUNDARY NO WETLANDS EXIST WITHIN THE PROJECT ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT MARKER GAS MARKER GAS S S S S UG COMM UG COMM BL*516 T UG COMM BL*516 COMMT HH UG COMMEL*516 S BL*700 UG COMM COMM UG COMM T S EL*516BL*516T S S EL*516 UG COMM UG COMM UG COMMUG COMM UG COMM UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM UG COMM COMMT S GV ASPHALT ASPHALT CONC CONC CONC MARKER GAS PAD CONC MARKER GAS U/G STEAM LINES (2) O/H STEAM LINES (2) 247.53' TOP= TMH 15" RCPTPED 239 239239239 240 240240240240240RCP 1 8" 241 241 241241241241241241241 241241241241241241241241241241 241241241241241241241241241241241241241LS BD LS BD LS BD 242 242 242242242242242242242242242242 2422422422422422422422422 4 2 242242 242242242242242242242242242LS BD LS BD 243 243243243243243243243 243 243243243243243 243243243243243243243243243243243 243243243243243243243LS BD LS BD LS BD 244244244244244244244244244 244244244244244 244244244244244244244244244244244244 244 244 244 2442442 4 4244 244244 LS BD 15" RCP15" RCPLS BD BL*516 6" PVC6" PVC245245245245245245 245245245245245245245245245245245245245 245245245245245245245245 245245245 T 246246246246246246246246246246246246246246246246246 246BL*516 247247247 2 4 7 247247247247247 247247 247 247 2472478" PV CCOMM T 248CONC SW MOUNTAIN VIPER DRIVE GV LVL B DUCT BANK EMPTY COMM 8" PVC UKN UKN 15" RCPFES FES INV.=244.05' FES INV.=244.13' DRAIN TRENCH DIRECTION ONLY DRAIN TRENCH INV.=246.58' INV.=244.23' (NE) INV.=244.22' (S) INV.=244.24' (E) 8" PVC DI INV.=244.49' (N) INV.=244.36' (E) DI TOP=246.62' TOP=246.78' INV.=244.54' (S) INV.=244.58' (E) DI TOP=246.80' 8" PVC ONLY DIRECTION 8" PVC ONLY DIRECTION INV.=244.45' (E) INV.=244.38' (N) DI TOP=246.78' INV.=244.42' (S) STRUCTURE OUTFALL FES INV.=240.89' INV.=240.01' (NW) INV.=241.15' (SE) 243.93' INV.= UKN UKN UKN U.S. ARMY CORPS OF ENGINEERSSCAT_CG113.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG113.dgn09-MAR-202016:23 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020SDMH-12 HW-5 HW-6 HW-7 HW-8 18"18"18"SDMH-15 HW-1 15"18"24"235 235 235 235 240240240 240 240 240 242 242 243 243 243 243 243245244 244 244 244 244 244 244244245245245 245 245 245 245 GI-5 SDMH-4 SDMH-5 SDMH-3 SDMH-2SDMH-1 GI-1 GI-2 GI-6 HW-4SANSANCOCO SANSAN W FW W CO CO COCO SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD RD RD RDRDRD DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDSDS 18" 24" 15"15"15"15"18" SDMH-6 SDMH-12 SAN RDRD AD-1 AD-2 AD-4 AD-5 AD-6 AD-8 HW-5 HW-6 HW-7 HW-8 SAN SAN 36"36"36" 36" 6"10" 6"12"6"12"10" 12"15"15"36"36"36" HW-3 SDMH-11 CB-1 CB-2 CB-5 CB-6 CB-7 24" 24" 18"24"36" CO CO CO CO COCO CO CO CO CO CORD AD-3 AD-7 CB-3 24" 30" SDMH-1030" SDMH-13 SDMH-14 10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO CO CO CO RD RD CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6" 10"10"12"RD RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO COCO 12"15"15"15"15"15"18"18"18"SDMH-17 SDMH-16 SDMH-18 SDMH-19 SDMH-15 CO CO HW-1 CO COCO CO CO CO CO CO WWW WWWWWWW WFWFWFWFWFW FWFWW WWWW + CO GI-318"24"8" PERF.8" PERF.30"24" FW 8" 8" 8" 8"8"8"8"8"8"8"8"8" 8"8"8"8"8"8"8"8"8"8"8"6"6" 6" 6"6" 8"8"8"8" 8" HW-9 12"15"15"CO RD 10"RD10"RD10"R D6" R D 6"6"10"6" 10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 36"24"18"15" EXMH-1 EXMH-2 EXMH-3 24"24" 36" 15"18"24"10"10"10"OWSDEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL FOREBAY #1 WET POND232232 235 235 235235235235 235 235235235238238 238 239 239 239 240240240240240240240 240 240 240240240240240 240 24024024024024"24 3 241 242 2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243 243 243 243243 243 243 243 243243245 244 244 244 244 244 244 244 244244244244 244245 245 245245245 245245245 245 245 245 245 245245245 246 246 246 246246 246 246246 246 246 246 246246246246247 247 247248250249250N CG110 CG111 CG112 CG113 KEY MAP CG113S.HAGGARDS.CURRYM.MAYERN GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION. 90'60'30'015'30' GRAPHIC SCALE: 1"=30'-0" LEGEND AD-1 HW-1 SD CI-1 GI-1 SDMH-1 CONSTRUCTION LIMITS STORM DRAINAGE PIPING. REFER TO SHEETS CG501 THRU CG503. TYPICAL HEADWALL. REFER TO DETAIL 1, SHEET CG507. TYPICAL CURB INLET. REFER TO SHEETS CG504 THRU CG506. TYPICAL GRATED INLET. REFER TO DETAIL 4, SHEET CG508. TYPICAL STORM MANHOLE. REFER TO DETAIL 1, SHEET CG509. RD ROOF DRAIN. GENERAL NOTES SHEET NOTES 1 2 1 1 2 DRIVE. ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS ON SIDE SLOPES AND FINISHED GRADE. ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED RATED FOR HS-20 LOADING. DRAINAGE STRUCTURES IN PAVEMENT SHALL BE ALL FRAMES, GRATES AND COVERS FOR ANY DRAINAGE SCHEDULE. REFER TO SHEET CG601 AND CG602 FOR STORM DPW ON REMOVAL PROCEDURE. CONSTRUCTION AND TO CONSULT WITH FORT BRAGG OFFICER IF A UST IS ENCOUNTERED DURING HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING ANTICIPATED TO BE FOUND DURING CONSTRUCTION. NO UNDERGROUND STORAGE TANKS (UST) ARE LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE. MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN LESS IN DIAMETER TO BE PVC. CONTRACTOR (CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR INCHES OPEN AREA PER LINEAL FOOT OF PIPE. PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED. PERMANENT EROSION CONTROL REQUIREMENTS. AND CG801 SERIES FOR ADDITIONAL GRADING AND EXISTING SLOPES AND GRASSED. REFER TO CG701 DISTURBED AREA SHALL BE GRADED TO MATCH NOTES. REFER TO SHEETS C-001 AND C-002 FOR GENERAL 8. 7. 6. 5. 4. 3. 2. 1. CB-1 TYPICAL CATCH BASIN. REFER TO SHEETS CG504 THRU CG506. TYPICAL AREA DRAIN GRADE AND DRAIN PLAN 4ENLARGED3 3 ENLARGED DRAINAGE CHANNEL REFER TO SHEET CG512 FOR REFER TO SHEET CG511 WET POND #2 MAIN POOL STORM WATER STORM PIPING. CONNECT TO NEW STORM MANHOLE TO EXISTING DETAIL 2, SHEET CG513. PROVIDE RIPRAP OUTLET PROTECTION. REFER TO WITH BAFFLES. REFER TO SHEET CG512. PROVIDE CONCRETE ENERGY DISSIPATION FLUME CHANNEL WITH VERTICAL SIDEWALLS, HEIGHT VARIES. PROVIDE 6-FT FLAT BOTTOM CONCRETE DRAINAGE 4 4 WETLAND NOTE kenneth.v.mcmillan.ctr@mail.mil (901) 907-5325 KENNY McMILLAN POINT OF CONTACT: ENVIRONMENTAL DEPARTMENT. DEPARTMENT OF PUBLIC WORKS (DPW) AS PER COORDINATIONS WITH FORT BRAGG CONSTRUCTION LIMITS OR PROJECT BOUNDARY NO WETLANDS EXIST WITHIN THE PROJECT 24" RCP18" RCPWV FH CONC CONC CONC 15" RCPINV.=233.52' (S) INV.=233.79' (NW) INV.=232.26' (S) INV.=231.89' (NW) INV.=232.65' (S) INV.=232.40' (N) INV.=233.20' (S) INV.=233.08' (N) INV.=233.57' (N) TOP=236.43' TOP=236.32' TOP=236.85' TOP=236.45' TOP=236.81' OFF-SITE 2352362362362364" PVC8" PVC6" PVC OFF-SITE 2372372372372378" PVC2382382382382382382382392392392392392392392402402402402402402402412412412412412412418" PVC2422422422 4 2 242 2428" PVC243243243243243 243243 244244244 24424583160 #79145 PPL 83104 #79144 PPL TOP=241.84' INV.=234.08' (N) INV.=234.08' (S) TOP=237.00' INV.=233.89' (W) INV.=232.06' (N) INV.=232.05' (S) DI DI DI DI U.S. ARMY CORPS OF ENGINEERSSCAT_CG510.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG510.dgn09-MAR-202016:22 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020PLANTING NOTES: SYM. JP CF NP HR GL SW QUAN.BOTANICAL NAME LOBELIA CARDINALIS SACCHARUM BALDWINII COMMON NAME WETLAND PLANTINGS CARDINAL FLOWER NARROW PLUMEGRASS HT. - - - - - - ROOT 4" cont. 4" cont. 4" cont. 4" cont. 4" cont. REMARKS 3' O.C. Shallow Land 3' O.C. Shallow Land 3' O.C. Shallow Land 3' O.C. Shallow Water 3' O.C. Shallow Water INV. 233.00 INV. 233.00 STEPS TOP OF DAM EL.= 243.00 Q-100 STORM EL.= 241.98 3 1 FOREBAY BOTTOM EL.= 233.00 Q-25 STORM EL.= 241.57 Q-10 STORM EL.= 241.24 Q-5 STORM EL.= 240.76 Q-2 STORM EL.= 240.29 Q-1 STORM EL.= 239.77 1 3 EMERGENCY SPILLWAY EL.= 242.00 3 1 TOP OF DAM EL.= 243.00 ALL UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED. ALONG THE LITTORAL SHELF. DRAWDOWN PIPE IS NOT TO BE INSTALLED UNTIL QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY COMPLETE. DAM EMBANKMENT IS TO BE SODDED IMMEDIATELY AFTER DAM CONSTRUCTION IS RACK FOR APPROVAL. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OUTLET STRUCTURE AND TRASH 4" cont. 3' O.C. Shallow Water DAM EMBANKMENT CONSTRUCTION NOTES NOTES: AWAY FROM DAM. PRE-CAST BOX. LID SHOULD OPEN CLASP WITHIN THE INSIDE LIP OF WITH HINGES AND HOLD DOWN HORIZONTAL OPENING, MOUNTED NO.6 REBAR W/ MAX. 12" DOMED TRASH RACK MASTIC (TYP.) WATERPROOF 8" PLUG VALVE STEM GUIDES (TYP.) STAINLESS STEEL 3' O.C. STEM W/ SUPPORT EXTENDED VALVE AND TRASH RACK PRE-CAST BOX EXTEND WHEEL ABOVE BASE 8' x 6' x 1' ANTI-FLOTATION W/STAINLESS STEEL HARDWARE. AND SECTIONS SHALL BE STRAPPED TOGETHER PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER CONTINUOUS RUBBER WATERSTOPS SHALL BE NOTE: SHOWN. REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS PERMANENT STORM WATER POND, CONTRACTOR SHALL PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO SHEET CG809 REFER TO DETAIL ANTI-SEEP COLLARS LOCKING "O" RING JOINT 24" RCP CLASS 3 WITH 5'2' TRENCH CUT OFF SHELF OPENING SIZE 4" - 6" MAXIMUM TRASH RACK WITH DIM. RISER 6'x4' INSIDE 3 1 NOT TO SCALE NOT TO SCALE RISER DETAIL 1 CG508 DETAIL. STANDARD SLIP RESISTANT MANHOLE STEP SPILLWAY, ANTI-SEEP COLLAR DETAIL AND REFER TO SHEET CG509 FOR EMERGENCY STORAGE 12" SEDIMENT STORAGE 12" SEDIMENT FOREBAY MAIN POOL SPILLWAY EMERGENCY 15"3 1 THE AREA SODDED. OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE NOT BE PERMITTED. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE STRUCTURES. PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION WITH CRUSHED STONE. THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED TO THE PLACEMENT OF THE NEXT SOIL LIFT. PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM BE REMOVED FROM THE FILL PRIOR TO COMPACTION. SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE WITH SPECIFICATION 31 00 00 EARTHWORK. PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR – TWO BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE 1. CONTROLLED FILL IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH INV = 233.00 8" DEWATERING EL. = 242.00 EL.= 233.00 RISER INVERT INV = 240.00 4" DRAWDOWN ORIFICE INV = 240.00 4" DRAWDOWN ORIFICE INLET INV. = 233.00 8" DIP DEWATERING MIN WEIGHT - 23,587 LBS. w/6" THICK SOLID WALLS INSIDE DIMENSION 6' x 4' CONCRETE RISER BOTTOM EL.= 236.00 EL.= 240.00 TOP OF RISER EL.= 241.50 PERMANENT POOL EL.= 240.00 WET POND #1 PROFILE 4" PVC DRAWDOWN ORIFICE EUPATORIADELPHUS FISTULOSUS JOE PYE WEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW LOBELIA SIPHILITICA GREAT BLUE LOBELIA RHYNCHOSPORA COLORATA STARRUSH WHITETOP VEGETATED SHELF PLANTLIST VEGETATED EL.=239 EL.=240 VEGETATED SHELF NOTES: INSTALLATION OF MATERIAL. LOCATION FOR APPROVAL PRIOR TO PROVIDE SOURCE OF PLANT MATERIAL AND ENSURE SURVIVABILITY. CONTRACTOR TO PLANT MATERIAL FROM LOCAL SOURCE TO LANDSCAPE CONTRACTOR SHALL PROVIDE 4. APPROXIMATE SQUARE FEET = 2,550 SF PLANTS PER 200 SQUARE FEET OF SHELF AREA. 3. PLANTINGS SHALL BE NO LESS THAN 50 2. SHALL BE NO STEEPER THAN 6:1 SLOPE 1. SHALL BE NO LESS THAN 6-FT WIDE 106 106 106 106 106 106 HAZ STORAGE SDMH-1 GI-2 36"36" 3 6"W8"6"24"232232235235235 238239 240240240240240240 243242 243 243 243 243243244 244 CG510S.HAGGARDS.CURRYM.MAYERN WET POND #1 DETAILSSTORM DRAINAGEMAIN POOL WET POND #1 STORM WATER FOREBAY WET POND #1 EMERGENCY OVERFLOW 10'x20' RIP-RAP 18" THICK EL. 239'-240' SHELF VEGETATED TPED 235 236237237 238 2388" PVC 8" PVC10" PVC 239 239 239239240240 240 240240HH 241241241 241 241 241 241241241241 P 242242 242 242 242 242 24224224224224224210" PVC8" PVC243243243 243 243243 243 243 243 243243243243243244244244244244244244 244 2 4 4 244 244 244 244244244244244 244 244 2446" CPPINV.=240.72' INV.=237.98' PES PES BL*516 245245245245245245245245245245 245245245245245 245 245 BL*603CL*603 T 246247 TOP=240.76' EL HH TOP=240.58' EL HH FH WV FH WV TOP=242.31' INV.=230.10' (W) INV.=230.04' (N) INV.=229.83' (S) 83050 #79141 PPL #110025 EJB #110184 EJB TOP=238.28' INV.=228.36' (N) INV.=228.32' (E) TOP=244.48' INV.=231.44' (W) INV.=231.51' (E) TOP=241.33' INV.=227.83' (W) INV.=228.18' (E) INV.=227.77' (S) FH WV U.S. ARMY CORPS OF ENGINEERSSCAT_CG511.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG511.dgn09-MAR-202016:22 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020INV. 234.00 INV. 234.00 STEPS TOP OF DAM EL.= 242.00 Q-100 STORM EL.= 241.01 3 1 FOREBAY BOTTOM EL.= 234.00 Q-25 STORM EL.= 240.62 Q-10 STORM EL.= 240.30 Q-5 STORM EL.= 239.81 Q-2 STORM EL.= 239.32 Q-1 STORM EL.= 238.72 1 3 EMERGENCY SPILLWAY EL.= 241.00 3 1 TOP OF DAM EL.= 242.00 ALL UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED. ALONG THE LITTORAL SHELF. DRAWDOWN PIPE IS NOT TO BE INSTALLED UNTIL QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY COMPLETE. DAM EMBANKMENT IS TO BE SODDED IMMEDIATELY AFTER DAM CONSTRUCTION IS RACK FOR APPROVAL. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OUTLET STRUCTURE AND TRASH DAM EMBANKMENT CONSTRUCTION NOTES NOTES: AWAY FROM DAM. PRE-CAST BOX. LID SHOULD OPEN CLASP WITHIN THE INSIDE LIP OF WITH HINGES AND HOLD DOWN HORIZONTAL OPENING, MOUNTED NO.6 REBAR W/ MAX. 12" DOMED TRASH RACK MASTIC (TYP.) WATERPROOF 8" PLUG VALVE STEM GUIDES (TYP.) STAINLESS STEEL 3' O.C. STEM W/ SUPPORT EXTENDED VALVE AND TRASH RACK PRE-CAST BOX EXTEND WHEEL ABOVE BASE 8' x 6' x 1' ANTI-FLOTATION W/STAINLESS STEEL HARDWARE. AND SECTIONS SHALL BE STRAPPED TOGETHER PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER CONTINUOUS RUBBER WATERSTOPS SHALL BE NOTE: SHOWN. REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS PERMANENT STORM WATER POND, CONTRACTOR SHALL PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO SHEET CG809 REFER TO DETAIL ANTI-SEEP COLLARS LOCKING "O" RING JOINT 24" RCP CLASS 3 WITH 5'2' TRENCH CUT OFF SHELF OPENING SIZE 4" - 6" MAXIMUM TRASH RACK WITH DIM. RISER 6'x4' INSIDE 3 1 NOT TO SCALE NOT TO SCALE RISER DETAIL 1 CG508 DETAIL. STANDARD SLIP RESISTANT MANHOLE STEP SPILLWAY, ANTI-SEEP COLLAR DETAIL AND REFER TO SHEET CG509 FOR EMERGENCY STORAGE 12" SEDIMENT STORAGE 12" SEDIMENT FOREBAY MAIN POOL SPILLWAY EMERGENCY 15"3 1 THE AREA SODDED. OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND 12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED. 11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE NOT BE PERMITTED. 10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS. ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER 9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE STRUCTURES. PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE 8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER. DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH 7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION WITH CRUSHED STONE. THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH 6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL. 5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED TO THE PLACEMENT OF THE NEXT SOIL LIFT. PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR 4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS. OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR 3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM BE REMOVED FROM THE FILL PRIOR TO COMPACTION. SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED 2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE WITH SPECIFICATION 31 00 00 EARTHWORK. PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR – TWO BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE 1. CONTROLLED FILL IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH INV = 234.00 8" DEWATERING EL. = 241.00 EL.= 234.00 RISER INVERT INV = 239.00 6" DRAWDOWN ORIFICE INLET INV. = 234.00 8" DIP DEWATERING 6" PVC DRAWDOWN ORIFICE MIN WEIGHT - 23,587 LBS. w/6" THICK SOLID WALLS INSIDE DIMENSION 6' x 4' CONCRETE RISER INV = 239.00 ORIFICE 6" DRAWDOWN BOTTOM EL.= 235.00 PERMANENT POOL EL.= 239.00EL.= 239.00 WET POND #2 PROFILE TOP OF RISER EL.= 240.50 SYM. JP CF NP HR GL SW QUAN.BOTANICAL NAME LOBELIA CARDINALIS SACCHARUM BALDWINII COMMON NAME WETLAND PLANTINGS CARDINAL FLOWER NARROW PLUMEGRASS HT. - - - - - - ROOT 4" cont. 4" cont. 4" cont. 4" cont. 4" cont. REMARKS 3' O.C. Shallow Land 3' O.C. Shallow Land 3' O.C. Shallow Land 3' O.C. Shallow Water 3' O.C. Shallow Water 4" cont. 3' O.C. Shallow Water EUPATORIADELPHUS FISTULOSUS JOE PYE WEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW LOBELIA SIPHILITICA GREAT BLUE LOBELIA RHYNCHOSPORA COLORATA STARRUSH WHITETOP VEGETATED SHELF PLANTLIST PLANTING NOTES:VEGETATED SHELF NOTES: INSTALLATION OF MATERIAL. LOCATION FOR APPROVAL PRIOR TO PROVIDE SOURCE OF PLANT MATERIAL AND ENSURE SURVIVABILITY. CONTRACTOR TO PLANT MATERIAL FROM LOCAL SOURCE TO LANDSCAPE CONTRACTOR SHALL PROVIDE VEGETATED EL.=238 EL.=239 365 365 365 365 365 365 4. APPROXIMATE SQUARE FEET = 8,725 SF PLANTS PER 200 SQUARE FEET OF SHELF AREA. 3. PLANTINGS SHALL BE NO LESS THAN 50 2. SHALL BE NO STEEPER THAN 6:1 SLOPE 1. SHALL BE NO LESS THAN 6-FT WIDE STORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER STORM WATER WET POND #2 MAIN POOL GI-1 HW-8 HW-1WWWWW8"6"6" 8"8"8"8" 24" 15" 235 235 235 235235235 235 235 238 238 239 239240240 240 240 240240240240240243 242 242 243 243 243 243 243 244 244 244 244 244245 245 CG511S.HAGGARDS.CURRYM.MAYERN WET POND #2 DETAILSSTORM DRAINAGEEMERGENCY OVERFLOW 10'x20' RIP-RAP 18" THICK EL. 238'-239' SHELF VEGETATED ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONC CONC CONC CONC (102") WALL BRICK TOP=246.58' TMH MARKER GAS PAD CONC MARKER GAS TOP=250.25' TMH BOX HOT BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONC GATEBOL (2) U/G STEAM LINES (2) O/H STEAM LINES (2) GV O/H STEAM LINES (2) BOX HOT 24" RCP18" RCP15" RCPBOLBOL BOL BOL BOL BOL BOL TOP=251.19' TMH 247.53' TOP= TMH 15" RCPTPED TPED GI-4 GI-5 SDMH-4 SDMH-5 SDMH-3 SDMH-2SDMH-1 GI-1 GI-2 GI-6 HW-4SANSANCOCO SANSAN W FW FW W W CO CO COCO CO SDMH-8 SDMH-9 RD RD RDRDRD RD RD RD RD RD RD RD RD RDRDRD DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DSDSDSDSDSDSDSDS 18" 24" 15"15"15"15"18" SDMH-6 SDMH-12 SAN RDRD SDMH-7 CB-8 AD-1 AD-2 AD-4 AD-5 AD-6 AD-8 HW-5 HW-6 HW-7 HW-8 SAN SAN 36"36"36" 36" 6"10" 6"12"6"12"10" 12"15"15"36"36"3 6" HW-3 SDMH-11 CB-1 CB-2 CB-5 CB-6 CB-7 24" 24" 18 " 24"24"36" CO CO CO CO COCO CO CO CO CO CO RD AD-3 AD-7 CB-3 24" 30" SDMH-10 30" SDMH-13 SDMH-14 10" RD12"12"10"6" RD 12"10"10"RD RD 6"6"12"6"6" CO CO CO CO RD RD CO CO CORDRDRD 6"6"6"10"10"10"RD RDRD6"6"6" 10"10"12"RD RD RD RD 6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"RDRDRDRDRDRDRDRDRDRDRDCO CO CO 6"6"10"10"12"15"15"15"15"15"18"18"18"SDMH-17 SDMH-16 SDMH-18 SDMH-19 SDMH-15 CO CO HW-1 CO CO COCO CO CO CO CO CO W WWWWW WWWWWWWW WFWFWFWFWFW FWFWW WWWW + CO CO GI-318"24"24"8" PERF.8" PERF.30"24" FW 8" 8" 8" 8"8"8"8"8" 8"8"8"8"8" 8"8"6"8"8"8"8"8"8"8"8"8"8"8"8"6" 6" 6" 6"6" 8"8"8"8" 8 "HW-9 12"RD15"15"CO RD 10"RD10"RD10"R D 6" R D 6"6"10"6" 10" 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 36"24"18"15" EXMH-1 EXMH-2 EXMH-3 24"24" 36" 15"18"24"10"10"10" 224 225225 225 S 226226226S 227227 227227 228228 228228 42" RCP 229229 229229 230230 230230 6" CPP24" RCP 8" PVC8" PVC 6" PVC8" PVC 15" RCP15" RCP 231 231 2 31231232 232 2 32232232232233 233 233233 233 23336" RCP 36" RCP 36" RCP S 234234 234234234234234234 234 235235 235 235 235235235235235235235 235235235235235 235 235235235235 236236236 236236 236 236 2362362362362 36 2364" PVC 8" PVC6" PVC 24" RCP24" RCP 8" PVC237237237 237237237 237237 237237 237237237 237237 23 7 237237237237237S 238238238238238238238238 238 238 2382382 3 8 238238 238 238238 238238238238 238238238238238238238238238 238 BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE 72" CHLK72" CHLK72" CHLKBOL 8" PVC 10" PVC 8" PVC 8" PVC 2 3 9 239239239239239239239239 239 239 239 2392392392392392392 3 9 2 3 9 2 3 92 39 239 2392392392 3 9 239239239239239239 S 239 239 239 18" RCP2402402402402402402402402 4 0 240 240 240 240240240240 240240240240240240240240240240240240240 240 240 240 240240240 240240240240S 24"240240240240240240240240240 240 240 240240240240240 240 2402402402402408" PVC8" PVC8 " P VC241241 2412 4 1 2412 4 1 2 4 1241 24 1 241 241 241241241 241241241241241241241241241241241241 241 241 241 241241241241241241 241 241 241241241241 241241241241241241241241241241241241241 2412412412412 4 1 241 241241241241241241241241241241241 2 4 1 241241241241243241 UG COMM 8" PVC2422422422422422422 42 242 242 242242 2 4 2242 242 2422422422422422422422422422422422 4 2 242242 242 242 242 242 242242242242242242242242242242 242 242 242242242242 242242242242242242242242242 242242 242242242242242242242242242242242242242 242242 242242 242 242 242UG COMM 10" PVC8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PVC8" PVC243243243243243243243243243243 243 243 2 4 3 2 4 3 243 243 243243243243243243243243243243243243243243243 243243 243 2 4 3243 243 243 243 243243243243243243243243243 243 2 4 3243243 243243243243 243243243243243243243243243243243243 243243243243 243243243243243243243243 243243243 243 243 243 243 243243 243 243 243 2432436" CPP6" CPP1 5 " RCP 15" RCP244244244 244 244244 244 244 244 244244244244244244244244244244244244244244244 244244244 244 244 244 244 244 244244244244244 244244244 244 2 44244244 244244244244 244244244244244244244244244244244244244 244244244244 244244244244 244 244 244 244244244244 244244 245 244 244 244 244 244 244 244 244244244244244 244BL*516 6" PVC245245 245245245245245245 245245245245245245245 245 245 2 4 5 245 245 2 4 5 245 245 245245245245245245245245245245 245245245245245245245 245245 245245245 245245245245245245245245245 245245245245245 245245245245 245245245245245 245 245 245245245 245245245 245 245 245 245 245245245 T UG COMM BL*516 15" CPP 8" PVC8" PVC246246246246246246246246246246246246246246246246246246246246246246246246246 246 246 246246246246246246246246 246246246 246246 246 246246246246246246246246 246246246246 246 246 246246 246 246246 246 246 246 246246246246246COMM EL*516 UG COMM T HH 2472472472472 4 7 2 4 7 247247247247247247247247 2472472 4 7 247 247247247247247247247 247247 2472472 4 7 247247247247247247247 247 247247247247247247247 247 247247 247 247 247247S 247 247 247COMM BL*700 UG COMM UG COMM T CPP 18 " 248 2 48 2 4 8 248248248248248248248248248 2482482482482 4 8 248248248248248S248EL*516BL*516 T UG COMM 18" RCP 249 249249 249249249 249 249249249249249 249249S S 250249EL*516 UG COMM UG COMM UG COMM UG COMM UG COMM25 0250 250250 250 250250250 250250250250250250 250COMM UG COMM UG COMM UG COMM UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM T 251 2512512512512512 51 251251 COMM UG COMM T 252S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE GV TOP=247.09' TEL HH 4" PVC 2 4 " RCP10" PVC28"x44" RCP 28"x44" RCP 24" RCP24" RCPLVL B DUCT BANK EMPTY COMM LVL B DUCT BANK EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMMDUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL C EMPTY COMM DUCT BANK LVL B EMPTY COMM LVL B DUCT BANK EMPTY COMM UKN UKN UKN UKN UKN 15" RCP24" RCPUKN RAP RIP BLDG WD CONC FITNESS AREA 15" RCP15" RCP18" RCP18" RCP24" RCP24" RCP24" RCP 8" PVC 8" PVC 8" PVC 8" PVC (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI UKN U.S. ARMY CORPS OF ENGINEERSSCAT_LP101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP101.dgn09-MAR-202016:26 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL WET POND #2 FOREBAY STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL FOREBAY #1 WET POND N GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION.LP101S.HAGGARDGENERAL NOTES S.CURRYM.MAYERPLANT LEGEND LT X MT X FG X TREE - (Large: 30' to 100' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY TREE - (Medium/Ornamental: 15' to 30' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY PERENNIAL FLOWER / GRASS - (.5' to 4' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY 16' ANTI-TERRORISM / FORCE PROTECTION (AT/FP) PLANT VEGETATION SETBACK LIMITS CONSTRUCTION LIMITS AREA TO BE SODDED GRAPHIC SCALE: 1"=80'-0" 240'160'80'040'80'OVERALL LANDSCAPE PLANLAYER OF TOPSOIL AS PER THE SPECIFICATIONS. LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH SHALL NOT BE INSTALLED ON AN IMPERMEABLE AND THE SPECIES SHALL BE DEEP -ROOTED. SOD SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING, LP601 FOR LANDSCAPE PLANT SCHEDULE. LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET REFER TO LANDSCAPE SHEET LP501 FOR (FAYETTEVILLE) - PLANT HARDINESS ZONE 8. THE NORTH CAROLINA STATE REGION PLANT VEGETATION MUST BE ADAPTABLE TO PERIMETER OF THE BUILDING. LOCATED A MINIMUM OF 13 FEET AWAY FROM THE TREES, SHRUBS AND PERENNIALS SHALL BE ALL NEW LANDSCAPE PLANT MATERIAL, E.G. PLANT TO CREATE A PLANTER BED LOOK. TO ALSO RECEIVE MULCH SPREAD AROUND EACH NEWLY PLANTED TREE AND SHRUB. PERENNIALS OF SHREDDED HARDWOOD MULCH AROUND EACH PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER) 8 LATERAL FEET AWAY FROM BURIED UTILITY LINES. TREES AND SHRUBS SHALL BE LOCATED AT LEAST CURBS AND WALKS. TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF 7. 6. 5. 4. 3. 2. 1. LP110 LP111 LP112 LP113 ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONC CONC CONC (102") WALL BRICK MARKER GAS PAD CONC MARKER GAS BOXHOT BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONCGATEBOL (2) U/G STEAM LINES (2) O/H STEAM LINES (2) O/H STEAM LINES (2) BOX HOT BOLBOL BOL BOL BOL BOL BOL S S BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE 72" CHLK72" CHLK72" CHLKBOL S S LS BD BL*603 LS BD LS BD LS BD CL*603 LS BD LS BD LS BD LS BD LS BD UG COMM UG COMM LS BD LS BDLS BD LS BD EL*607 LS BD BL*603 LS BD LS BD LS BD LS BDLS BD LS BD LS BD LS BD LS BD LS BDLS BD CL*603 EL*607 LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD BL*607 BL*516 LS BD BL*603LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD CL*603 T EL*607 BL*607 CL*607 COMM LS BD BL*603 FITNESS AREA LS BD FITNESS AREA LS BD CL*603 FITNESS AREA EL*607 BL*607EL*607 UG COMM BL*516 T COMM LS BD FITNESS AREA EL*516 BL*700 UG COMM UG COMM UG COMM T HH S S EL*607 LS BD EL*516BL*516 EL*607A T LS BD EL*516 UG COMM UG COMM S S UG COMM UG COMM UG COMM UG COMMUG COMM COMM LS BD BL*603 LS BD CL*603 EL*607 UG COMM UG COMM UG COMM EL*700 UG COMM T S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE GV UKN UKN RAP RIP BLDG WD CONC FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI UKN UKN UKN UKN UKN BOX HOT BOL 24" RCPBOL BOL BOL BOL GI-4 GI-5 SDMH-2SDMH-1 GI-6 SANCO SAN CO SDMH-8 RD RD RDRDRD RD DS DS DS DS DS DS DS DSDSDSDSDSDSDS 24" 15"18" SAN RD SDMH-7 CB-8 AD-1 AD-2 AD-4 SAN SAN 36"36" 6" 15" 3 6" HW-3 SDMH-11 CB-1 CB-2 24" 24" 24"24"CO CO CO CO COCO CO CO RD AD-3 CB-3 30" SDMH-10 30" SDMH-13 SDMH-14 10" RD12"12"10"6" RD 12"RD RDRD 6"6"6" 10"10"12"RD RD RD RD 6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"CO CO CO CO CO COCO CO CO CO CO CO WWWWW FWFWFW FW+ CO CO GI-318"24"24"8" PERF.8" PERF.30"24"8" 8" 8"8"8"8"8"8"8"6" 6"15"15"R D 6"6"10"6" 10" 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4 EXMH-2 EXMH-3 36" 42" RCP 8" PVC36" RCP 36" RCP 234 235235236 236 2362362364" PVC24" RCP24" RCP 237237 237237 237237 237237 2 3 7 237237S 2382382 3 8 238238 238 238238 23823823823872" CHLK72" CHLK2 3 9 2392392392392392392 3 9 2 3 9 2 3 9S 239240240240 240240240 2402402 4 0 240 240240S 24"2402402402402402408" PVC8" PVC8 " P VC241241 2412 4 1 2412 4 1 2 4 1 241 2 41 241242242242242 2422422 4 2 242 2 4 2 242242 2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243243243243243243243243243243 243 243 2 4 3 2 4 3 243243243244244244 244 244244 244 244244244245245 245 245 2 4 5 245 245 2 4 5 245 245 245245245 246246246 246246 246 246246246246 246 246246246 246HH 247247 247247247247247247 247247 247 TOP=247.09' TEL HH DUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM DUCT BANK LVL C EMPTY COMM FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI U.S. ARMY CORPS OF ENGINEERSSCAT_LP110.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP110.dgn09-MAR-202016:27 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" POL STORAGEORG STORAGE "A"FF EL 246.25FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25N LP110 LP111 LP112 LP113 KEY MAP N GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION.LP110S.HAGGARDGENERAL NOTES S.CURRYM.MAYERPLANT LEGEND LT X MT X FG X TREE - (Large: 30' to 100' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY TREE - (Medium/Ornamental: 15' to 30' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY PERENNIAL FLOWER / GRASS - (.5' to 4' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY 16' ANTI-TERRORISM / FORCE PROTECTION (AT/FP) PLANT VEGETATION SETBACK LIMITS CONSTRUCTION LIMITS AREA TO BE SODDED SD - GRAPHIC SCALE: 1"=80'-0" 240'160'80'040'80'ENLARGED LANDSCAPE PLAN 1WO 2 SD - SD - SD - SD - SD -BIO RETENTION BASINLAYER OF TOPSOIL AS PER THE SPECIFICATIONS. LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH SHALL NOT BE INSTALLED ON AN IMPERMEABLE AND THE SPECIES SHALL BE DEEP -ROOTED. SOD SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING, LP601 FOR LANDSCAPE PLANT SCHEDULE. LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET REFER TO LANDSCAPE SHEET LP501 FOR (FAYETTEVILLE) - PLANT HARDINESS ZONE 8. THE NORTH CAROLINA STATE REGION PLANT VEGETATION MUST BE ADAPTABLE TO PERIMETER OF THE BUILDING. LOCATED A MINIMUM OF 13 FEET AWAY FROM THE TREES, SHRUBS AND PERENNIALS SHALL BE ALL NEW LANDSCAPE PLANT MATERIAL, E.G. PLANT TO CREATE A PLANTER BED LOOK. TO ALSO RECEIVE MULCH SPREAD AROUND EACH NEWLY PLANTED TREE AND SHRUB. PERENNIALS OF SHREDDED HARDWOOD MULCH AROUND EACH PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER) 8 LATERAL FEET AWAY FROM BURIED UTILITY LINES. TREES AND SHRUBS SHALL BE LOCATED AT LEAST CURBS AND WALKS. TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF 7. 6. 5. 4. 3. 2. 1. ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONC CONC CONC (102") WALL BRICK MARKER GAS PAD CONC MARKER GAS BOXHOT BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONCGATEBOL (2) U/G STEAM LINES (2) O/H STEAM LINES (2) O/H STEAM LINES (2) BOX HOT BOLBOL BOL BOL BOL BOL BOL S S BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE 72" CHLK72" CHLK72" CHLKBOL S S LS BD BL*603 LS BD LS BD LS BD CL*603 LS BD LS BD LS BD LS BD LS BD UG COMM UG COMM LS BD LS BDLS BD LS BD EL*607 LS BD BL*603 LS BD LS BD LS BD LS BDLS BD LS BD LS BD LS BD LS BD LS BDLS BD CL*603 EL*607 LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD BL*607 BL*516 LS BD BL*603LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD CL*603 T EL*607 BL*607 CL*607 COMM LS BD BL*603 FITNESS AREA LS BD FITNESS AREA LS BD CL*603 FITNESS AREA EL*607 BL*607EL*607 UG COMM BL*516 T COMM LS BD FITNESS AREA EL*516 BL*700 UG COMM UG COMM UG COMM T HH S S EL*607 LS BD EL*516BL*516 EL*607A T LS BD EL*516 UG COMM UG COMM S S UG COMM UG COMM UG COMM UG COMMUG COMM COMM LS BD BL*603 LS BD CL*603 EL*607 UG COMM UG COMM UG COMM EL*700 UG COMM T S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE GV UKN UKN RAP RIP BLDG WD CONC FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI UKN UKN UKN UKN UKN CONC (102") WALL BRICK TOP=246.58' TMH TOP=250.25' TMH BOL BOL O/H STEAM LINES (2) BOX HOT BOL TOP=251.19' TMH TPED SDMH-4 SDMH-5 SDMH-3 HW-4SANCOCO SAN W FW FW W W CO COCO CO SDMH-9 RD RD RD RD RD RD RD RD RDRD DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS 18" 15"15"15" SDMH-6 RD AD-5 AD-6 AD-8 36" 36" 10" 6"12"6"12"10" 12"15"36"36"CB-5 CB-6 CB-7 18 " 36" CO CO CO AD-7 24"10"10"RD RD 6"6"12"6"6" CO CO CO CO RD RD CO CO CORDRDRD 6"6"6"10"10"10"RDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"15"15"15"15"15" SDMH-17 SDMH-16 SDMH-18 SDMH-19 CO CO W WWWWWFWFWFWFW 8"8"8"8" 8"8"8"8"8" 8"8"6"8"8"6"12"RDCO RD 10"RD10"RD10"R D 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"36"24"18"15" EXMH-110"10"10" 18" RCP 240 240241241241 241 241 241241241241 241241UG COMM242242242242242 242 242 242 242242242242 242UG COMM 243243243243243243243 243 2 4 3243243 243243 2432432432431 5 " RCP 244 244244244244 244244244 244244244244 244244244 244244244244244 245245 245 245 245245245245245245245 245245 245245245 245245245245245245245245 245245245 UG COMM 15" CPP 246246246246246246246246246246 2 4 6 246 246246246246246246246246246246246246 246246 246 246 246 246 246 246246246246COMM EL*516 UG COMM T 2472 4 7 2472472 4 7 2 4 7 247247247247247247247 247247 2472472 4 7 247247247247247247247247247 S 247 247BL*700 UG COMM UG COMM C P P 1 8 " 248 2 4 8 2 4 8 248248248248248248248248248 2482482482482 4 8 248248248248S248EL*516BL*516 T UG COMM 18" RCP 249 249249 249249249 249 249249249249249 249249S S 250249EL*516 UG COMM UG COMM UG COMM UG COMM UG COMM2 50250 250250 250 250250250 250250250250250250 250COMM UG COMM UG COMM UG COMM UG COMM UG COMM UG COMM UG COMM EL*700 UG COMM T 251 2512512512512512 5 1 251251 COMM UG COMM T 252LVL B DUCT BANK EMPTY COMM DUCT BANK LVL B EMPTY COMMDUCT BANK LVL B EMPTY COMM DUCT BANK LVL B EMPTY COMM LVL B DUCT BANK EMPTY COMM UKN 24" RCPUKN RAP RIP BLDG WD CONC U.S. ARMY CORPS OF ENGINEERSSCAT_LP111.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP111.dgn09-MAR-202016:27 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25N LP110 LP111 LP112 LP113 KEY MAP N GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION.LP111S.HAGGARDGENERAL NOTES S.CURRYM.MAYERPLANT LEGEND LT X MT X FG X TREE - (Large: 30' to 100' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY TREE - (Medium/Ornamental: 15' to 30' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY PERENNIAL FLOWER / GRASS - (.5' to 4' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY 16' ANTI-TERRORISM / FORCE PROTECTION (AT/FP) PLANT VEGETATION SETBACK LIMITS CONSTRUCTION LIMITS AREA TO BE SODDED GRAPHIC SCALE: 1"=80'-0" 240'160'80'040'80'ENLARGED LANDSCAPE PLAN 2SD - SD - SD - SD - LAYER OF TOPSOIL AS PER THE SPECIFICATIONS. LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH SHALL NOT BE INSTALLED ON AN IMPERMEABLE AND THE SPECIES SHALL BE DEEP -ROOTED. SOD SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING, LP601 FOR LANDSCAPE PLANT SCHEDULE. LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET REFER TO LANDSCAPE SHEET LP501 FOR (FAYETTEVILLE) - PLANT HARDINESS ZONE 8. THE NORTH CAROLINA STATE REGION PLANT VEGETATION MUST BE ADAPTABLE TO PERIMETER OF THE BUILDING. LOCATED A MINIMUM OF 13 FEET AWAY FROM THE TREES, SHRUBS AND PERENNIALS SHALL BE ALL NEW LANDSCAPE PLANT MATERIAL, E.G. PLANT TO CREATE A PLANTER BED LOOK. TO ALSO RECEIVE MULCH SPREAD AROUND EACH NEWLY PLANTED TREE AND SHRUB. PERENNIALS OF SHREDDED HARDWOOD MULCH AROUND EACH PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER) 8 LATERAL FEET AWAY FROM BURIED UTILITY LINES. TREES AND SHRUBS SHALL BE LOCATED AT LEAST CURBS AND WALKS. TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF 7. 6. 5. 4. 3. 2. 1. ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONC CONC CONC (102") WALL BRICK MARKER GAS PAD CONC MARKER GAS BOXHOT BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONCGATEBOL (2) U/G STEAM LINES (2) O/H STEAM LINES (2) O/H STEAM LINES (2) BOX HOT BOLBOL BOL BOL BOL BOL BOL S S BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE 72" CHLK72" CHLK72" CHLKBOL S S LS BD BL*603 LS BD LS BD LS BD CL*603 LS BD LS BD LS BD LS BD LS BD UG COMM UG COMM LS BD LS BDLS BD LS BD EL*607 LS BD BL*603 LS BD LS BD LS BD LS BDLS BD LS BD LS BD LS BD LS BD LS BDLS BD CL*603 EL*607 LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD BL*607 BL*516 LS BD BL*603LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD CL*603 T EL*607 BL*607 CL*607 COMM LS BD BL*603 FITNESS AREA LS BD FITNESS AREA LS BD CL*603 FITNESS AREA EL*607 BL*607EL*607 UG COMM BL*516 T COMM LS BD FITNESS AREA EL*516 BL*700 UG COMM UG COMM UG COMM T HH S S EL*607 LS BD EL*516BL*516 EL*607A T LS BD EL*516 UG COMM UG COMM S S UG COMM UG COMM UG COMM UG COMMUG COMM COMM LS BD BL*603 LS BD CL*603 EL*607 UG COMM UG COMM UG COMM EL*700 UG COMM T S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE GV UKN UKN RAP RIP BLDG WD CONC FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI UKN UKN UKN UKN UKN ASPHALT ASPHALT ASPHALT (96" HIGH) 12" BLOCK WALL BOL (2) CONC GATEBOL (2)24" RCP18" RCP15" RCPBOLBOL GI-1 GI-2 WWWW8"8"6" 8"8" HW-9 24"24"6" CPP231232232232233 233234234 234 235235 235 235 235235235235 235235235235 236236236 236236 2362368" PVC6" PVC 8" PVC237237237 237237237 237237237237237238238238238238238238 238 238 238238238238238 238238238238238 238 BOL (10)GATE 72" CHLKGATE 72" CHLK72" CHLK72" CHLKBOL 8" PVC 10" PVC 8" PVC239239239239239239 239 239 239 2392392 3 92 3 9 2392392 3 9 239239239239239 239 240 240240 240240240240240240240240240240240240 240 240 240 240240240240 240240240240240240240240 2 4 1 241 241241241241241241241241241241241 241 241 241 241241241241241241241 2 4 1 2438" PVC2422422422422422422422 4 2 242242 242 242 242 242 242242242242 242242 10" PVC8" PVC8" PVC243243243243243243243243 243243 243 243243 243 243243243 243 243 243243 243 6" CPP6" CPP244244244244244244 244244244 244 2 4 4 244 244244244244244244 245245245245245245245245 MOUNTAIN VIPER DRIVE U.S. ARMY CORPS OF ENGINEERSSCAT_LP112.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP112.dgn09-MAR-202016:27 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020HAZ STORAGE STORM WATER WET POND #2 MAIN POOL FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25N LP110 LP111 LP112 LP113 KEY MAP N GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION.LP112S.HAGGARDGENERAL NOTES S.CURRYM.MAYERPLANT LEGEND LT X MT X FG X TREE - (Large: 30' to 100' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY TREE - (Medium/Ornamental: 15' to 30' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY PERENNIAL FLOWER / GRASS - (.5' to 4' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY 16' ANTI-TERRORISM / FORCE PROTECTION (AT/FP) PLANT VEGETATION SETBACK LIMITS CONSTRUCTION LIMITS AREA TO BE SODDED GRAPHIC SCALE: 1"=80'-0" 240'160'80'040'80'ENLARGED LANDSCAPE PLAN 3SD - SD -SD - SD - REFER TO SHEETS CG510 AND CG511 WET POND VEGETATIVE SHELF (6' WIDE) WET POND #1 MAIN POOL STORM WATER FOREBAY WET POND #1 LAYER OF TOPSOIL AS PER THE SPECIFICATIONS. LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH SHALL NOT BE INSTALLED ON AN IMPERMEABLE AND THE SPECIES SHALL BE DEEP -ROOTED. SOD SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING, LP601 FOR LANDSCAPE PLANT SCHEDULE. LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET REFER TO LANDSCAPE SHEET LP501 FOR (FAYETTEVILLE) - PLANT HARDINESS ZONE 8. THE NORTH CAROLINA STATE REGION PLANT VEGETATION MUST BE ADAPTABLE TO PERIMETER OF THE BUILDING. LOCATED A MINIMUM OF 13 FEET AWAY FROM THE TREES, SHRUBS AND PERENNIALS SHALL BE ALL NEW LANDSCAPE PLANT MATERIAL, E.G. PLANT TO CREATE A PLANTER BED LOOK. TO ALSO RECEIVE MULCH SPREAD AROUND EACH NEWLY PLANTED TREE AND SHRUB. PERENNIALS OF SHREDDED HARDWOOD MULCH AROUND EACH PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER) 8 LATERAL FEET AWAY FROM BURIED UTILITY LINES. TREES AND SHRUBS SHALL BE LOCATED AT LEAST CURBS AND WALKS. TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF 7. 6. 5. 4. 3. 2. 1. ELEV.=244.6' BH-2 ELEV.=244.8'BH-1 ELEV.=244.0'BH-17 ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONC CONC CONC (102") WALL BRICK MARKER GAS PAD CONC MARKER GAS BOXHOT BOL BOL BOL (96" HIGH) 12" BLOCK WALL BOL (2) CONCGATEBOL (2) U/G STEAM LINES (2) O/H STEAM LINES (2) O/H STEAM LINES (2) BOX HOT BOLBOL BOL BOL BOL BOL BOL S S BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE 72" CHLK72" CHLK72" CHLKBOL S S LS BD BL*603 LS BD LS BD LS BD CL*603 LS BD LS BD LS BD LS BD LS BD UG COMM UG COMM LS BD LS BDLS BD LS BD EL*607 LS BD BL*603 LS BD LS BD LS BD LS BDLS BD LS BD LS BD LS BD LS BD LS BDLS BD CL*603 EL*607 LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD BL*607 BL*516 LS BD BL*603LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD LS BD CL*603 T EL*607 BL*607 CL*607 COMM LS BD BL*603 FITNESS AREA LS BD FITNESS AREA LS BD CL*603 FITNESS AREA EL*607 BL*607EL*607 UG COMM BL*516 T COMM LS BD FITNESS AREA EL*516 BL*700 UG COMM UG COMM UG COMM T HH S S EL*607 LS BD EL*516BL*516 EL*607A T LS BD EL*516 UG COMM UG COMM S S UG COMM UG COMM UG COMM UG COMMUG COMM COMM LS BD BL*603 LS BD CL*603 EL*607 UG COMM UG COMM UG COMM EL*700 UG COMM T S CONC SW MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE GV UKN UKN RAP RIP BLDG WD CONC FITNESS AREA (APPROXIMATE LOCATION, NO ACCESS) UNDER STORAGE CONTAINER POSSIBLE DI UKN UKN UKN UKN UKN ASPHALT ASPHALT CONC CONC CONC MARKER GAS PAD CONC MARKER GAS U/G STEAM LINES (2) O/H STEAM LINES (2) 247.53' TOP= TMH 15" RCPTPED SDMH-12 HW-5 HW-6 HW-7 HW-8 18"18"18"SDMH-15 HW-1 WWW WW 8"8"8"6" 8"8" 8 "15"18"24"235 235 235 235 8" PVC 239 239239239 240 240240240240240240240240 240 240 240 241 241 241241241241241241241 241241241241241241241241241241 241241241241241241241241241241241241241242 242 242242242242242242242242242242 2422422422422422422422422 4 2 242242 242242242242242242242242242242 242 243 243243243243243243243 243 243243243243243 243243243243243243243243243243243 243243243243243243243243 243 243 243 24315" RCP244244244244244244244244244 244244244244244 244244244244244244244244244244244244 244 244 2442442 4 4244 244244 245244 244 244 244 244 244 244244BL*516 6" PVC245245245245245245 245245245245245245245245245245245245245 245245245245245245245245 245245245 245245245 245 245 245 245 T BL*516 8" PVC8" PVC246246246246246246246246246246246246246246246246246 246247247247 2 4 7 247247247247247 247247 247 247 247247COMM T 248CONC SW MOUNTAIN VIPER DRIVE GV 4" PVC LVL B DUCT BANK EMPTY COMM DUCT BANK LVL B EMPTY COMM UKN UKN UKN UKN 15" RCP 8" PVC 8" PVC 8" PVC 8" PVC UKN U.S. ARMY CORPS OF ENGINEERSSCAT_LP113.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B C D E F G 2 3 4 5 6 7 8 9 10 DESIGNED BY:1 A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers US Army Corps CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP113.dgn09-MAR-202016:28 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020WET POND #2 FOREBAY STORM WATER STORM WATER WET POND #2 MAIN POOL FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 247.00 CIVIL AFFAIRS TEMF FF EL 246.25 ORG STORAGE "B" FF EL 247.00 ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE POL STORAGEORG STORAGE "A"FF EL 246.25N LP110 LP111 LP112 LP113 KEY MAP N GEOGRAPHIC COORDINATE DATA HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83. VERTICAL DATUM: NAVD88. UNITS OF MEASURE: U.S. SURVEY FEET. COORDINATES SHOWN IN FORMAT OF EASTING, NORTHING AND ELEVATION.LP113S.HAGGARDGENERAL NOTES S.CURRYM.MAYERPLANT LEGEND LT X MT X FG X TREE - (Large: 30' to 100' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY TREE - (Medium/Ornamental: 15' to 30' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY PERENNIAL FLOWER / GRASS - (.5' to 4' in Height at Maturity) IDENTIFICATION NUMBER QUANTITY 16' ANTI-TERRORISM / FORCE PROTECTION (AT/FP) PLANT VEGETATION SETBACK LIMITS CONSTRUCTION LIMITS AREA TO BE SODDED GRAPHIC SCALE: 1"=80'-0" 240'160'80'040'80'ENLARGED LANDSCAPE PLAN 4SD - SD - SD - SD - REFER TO SHEETS CG510 AND CG511 WET POND VEGETATIVE SHELF (6' WIDE) LAYER OF TOPSOIL AS PER THE SPECIFICATIONS. LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH SHALL NOT BE INSTALLED ON AN IMPERMEABLE AND THE SPECIES SHALL BE DEEP -ROOTED. SOD SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING, LP601 FOR LANDSCAPE PLANT SCHEDULE. LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET REFER TO LANDSCAPE SHEET LP501 FOR (FAYETTEVILLE) - PLANT HARDINESS ZONE 8. THE NORTH CAROLINA STATE REGION PLANT VEGETATION MUST BE ADAPTABLE TO PERIMETER OF THE BUILDING. LOCATED A MINIMUM OF 13 FEET AWAY FROM THE TREES, SHRUBS AND PERENNIALS SHALL BE ALL NEW LANDSCAPE PLANT MATERIAL, E.G. PLANT TO CREATE A PLANTER BED LOOK. TO ALSO RECEIVE MULCH SPREAD AROUND EACH NEWLY PLANTED TREE AND SHRUB. PERENNIALS OF SHREDDED HARDWOOD MULCH AROUND EACH PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER) 8 LATERAL FEET AWAY FROM BURIED UTILITY LINES. TREES AND SHRUBS SHALL BE LOCATED AT LEAST CURBS AND WALKS. TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF 7. 6. 5. 4. 3. 2. 1.