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Home My WebLink About58-02 Oversized PlansJAM F�s F)RIV:qm AT POLLY GULLY III ST JAMES l RUNSWI K CREEK ANTATION OUNTY 211 PROJECT SIT[ VICIIII, JiTY MAP NOT TO SCALE 4qKE\.4&CREED Wilmington North Carolina AA00W667 E80006691 GE TO sotj HppR T C-1 C— 2 C-3 C-4 C-5 EXISTING CONDITIONS AND ENVIRONMENTAL CONSTRAINTS EXISTING CONDITIONS AND ENVIRONMENTAL CONSTRAINTS DEMOLITION PLAN SITE PLAN GRADING AND EROSION CONTROL PLAN I n CEC 2 ' 2001 DI SION OF C OAzS) 'AL NrANAGEMENT FL TI PRELIMINAR4 Ir_Y Y ci a 14 a r SEAL MEAN HIGH WATER ECEV 2.9 MSL / / / / /C��x EXISTING CART PATH THE GAUNTLET CLUBHOUSE/TENNIS SWIMMING COMPLEX PROJECT SI VICINfTY MAP 404 WETLAND` LIMITS LEGEND LEGEND IIL �--� EXISTING PROPOSED PROPS D AL SIGN 0 PROJEC SITE 0 � POWER POLE CTII Ej WATER VALVE MW V 1 SEWER VALVE m S V O POLLY GULLY Ep FIRE HYDRANT co TELEPHO MEAN HIGH WATER LIGHT POLE PEDESTAL m ELEV 2.9+MSL WOOD BUILDING WB COASTAL ETLAND CONCRETE PAD CID ELECTRIC BOX EB PROPERTY LINE P/L CENTERLINE ROAD 404 LIMITS 404 MEAN HIGH WTR LINE MHW— SILT FENCE --- SF LIMITS OF CONSTRUCTION LOC CONTOURS SEAL Foe* 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251 —8282 AA0002667 E60006691 f' JQT* Is PLANTATION 100' 0 100' INN NPIN M IN M ME SCALE: 1"=100' (Horiz.) ST JAMES DRIVE AT P OLLY GULLY CREEK EXISTING CONDITIONS AND ENVIRONMENTAL CONSTRAINTS U VE ROADWAY TO BE DEMOLISHED M/ STORMDRAIN PIPING TO BE DEMOLISHED 2M SPOT ELEVATIONS Hv JT RIP RAP C0A:; I u, „ AGEMENT NOTES: 1) CONTOUR INTERVAL = 1 FOOT 2) 404 WETLANDS DELINEATION LINE (DELINEATED BY LAND MANAGEMENT GROUP, INC. OCTOBER 2001. 3) MEAN HIGH WATER LINE IS AT ELEVATION 2.9' DATE: 30 NOV 2001 MCE PROJ. # 1250-0010 DRAWN DTR DESIGNED DTR CHECKED PROD. MGR. SCALE HORIZONTAL: 1 "=100' --VERTICAL: NA McC FILE NUMBER STATUS: PRELIMINARY DESIGN REVISION NOT FOR CONSTRUCTION I REV.NO. www.mckimcreed.com AL l / MEAN HIGH WATER LINE. ELEVAI AL My� �- My APPf IOX. kODS LINE \ AL 404 / / \ A/ °\ �%K / e< � gypK \ AL I \ J I I IAPPROX. WOODS LINE MEAN HI �ATER LINE. ELEVATION 2.9 /1 I AIL GUARD RAIL AL N, i /\0\ 1` INV. \ 11. 0'1 II oe Ole INV. 2.63 i 4b -� el/tX AL X ,EXIST. ALLEY CUR YK) INV. 4.40 ks / / POND tK� INV. 4.,3� L \ ! \ \ AL INV. —0,71 404 \ \ \ r GUARD RA)Lg \ f I �b "CMPI APPROX. WOODS LINE \ / � II rb ��` GUARD RAIL INV 0.65 � / _� bc -0 J� / 18"CMPI (RETROFITTED WITH 10" LINER) 9AL / '-,/ i GUARD RAIL SEAL INV 0.76 INV. —0.32 INV. --0.26 —0..08 DRAINAGE CHANNEL V &CYEED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-10,48 , Fax: (910)251-8282 AA0002667 E80006691 www.mckimcreed.com Vl. PLANTATIO N �N 20' 0 20' 40' SCALE: 1 "=20' (Horiz.) ST JAM ES DRIVE AT POLLY GULLY CREEK EXISTING CONDITIONS AND ENVIRONMENTAL CONSTRAINTS iI VE PROJECT SI VICINITY MAP EXISTING PROPOSED SIGN 0 POWER POLE COL.) WATER VALVE D4wv SEWER VALVE N S V FIRE HYDRANT *cr TELEPHONE PEDESTAL m LIGHT POLEC WOOD BUILDING WB CONCRETE PAD CID ELECTRIC BOX EB PROPERTY LINE P/L CENTERLINE ROAD 404 LIMITS 404 MEAN HIGH WTR LINE MHW--� SILT FENCE SF LIMITS OF CONSTRUCTION LOC CONTOURS / ROADWAY TO BE DEMOLISHED STORMDRAIN PIPING TO BE DEMOLISHED SPOT ELEVATIONS �� 23.0 R RIP RAP DEC 2 Y ' DIVISION OF NOTES: IOASTAL MANAGEMEN 1) CONTOUR INTERVAL = 1 FOOT 2) 404 WETLANDS DELINEATION LINE (DELINEATED BY LAND MANAGEMENT GROUP, INC. OCTOBER 2001. 3) MEAN HIGH WATER LINE IS AT ELEVATION 2.9' IF DATE: —114 30 NOV 2001 MCE PROJ. # 1250-0010 DRAWN DTR DESIGNED TR CHECKED PROJ. MGR. SCALE `&C FU MAKR HORIZONTAL: MAC NAIeQt 1'-20' TICAI: C — 2 rNA 'STATUSPRELIMINARY DESIGN 1_ NOT FOR CONSTRUCTION CONSTRUCTION SEAL REV.NO. SEAL 44!k*!#*1�NFKM&Cr\EM 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251 8282 AA0002667 EB0006691 www.mckimcreed.com ST JAMES DRIVE AT POLLY GULLY CREEK DEMOLITION PLAN PROJECT SI' LEGEND EXISTING PROPOSED SIGN 0 POWER' POLE `Z� WATER VALVE 04w V SEWER VALVE N S V FIRE HYDRANT '1� TELEPHONE PEDESTAL m LIGHT POLE x ; WOOD BUILDING WB CONCRETE PAD CP ELECTRIC BOX EB PROPERTY LINE P/L CENTERLINE ROAD 404 LIMITS 404--- MEAN HIGH WTR LINE --•MHW-- SILT FENCE SF -- LIMITS OF CONSTRUCTION LOC-- CONTOURS�� ROADWAY TO BE DEMOLISHED STORMDRAIN PIPING TO BE DEMOLISHED SPOT ELEVATIONS N1b 23.0 RIP RAP 2 2001 NOTES: VISION OF 1) CONTOUR INTERVAL ='1 FOOT 2) 404 WETLANDS DELINEATION LINE (DELINEATED BY LAND MANAGEMENT GROUP, INC. OCTOBER 2001. 3) MEAN HIGH WATER LINE IS AT ELEVATION 2.9' DATE: 30 NOV 2001 MCE PROJ. # 1250—DO10 DRAWN DTR DESIGNED DTR CHECKED PROJ. MGR. SCALE HORiZONTAL- �� 1 "=20' NA TATUS:RRELIMINARY DESIGN NOT FOR CONSTRUCTION UVE wXnx"OR C-3 . 0.1 wOff` iAL1 SEAL-1 OPTIONAL 1—INCH BITUMINOUS PAVEMENT OVERLAY COMPACTED ABC 6 02'. NON —WOVEN FILTER FABRIC UNDERLAYMENT III II . V . \ -11 1. VL SLOT. SEE DETAIL JUTE MATTING TENSAR GEOGPID BX1100 OVERLAPPED SANDVARIES 3 , .,:' t 3—FEET AND TIED EVERY 5—FEET —61 0 APPROX. 1'Lu R-1 77777 TENSAR 6EbGPID BX1200 < CL a- > N OVERLAPPED 7—FEET, AN SAND 'C14 < TIED EVERY 5-FEET V MFKM&ED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-104-8 , Fax: (910)251—r,,282 AA0002667 EB0006691 I is k U1016- TSMAN 2=1 NOT TO SCALE Si PLANTATION W SILT FENCE 20' 0 20' 40' eommmmmmm===N,9 SCALE: 1"=20' (Horiz.) ST JAM ES DRIVE i AT P01_LY GULLY CREEK SITE PLAN am LEGEND EXISTING PROPOSED SIGN 0 POWER POLE C71-) WATER VALVE caw SEWER VALVE msv FIRE HYDRANT � TELEPHONE PEDESTAL M LIGHT POLE WOOD BUILDING WB CONCRETE PAD CID ELECTRIC BOX ED PROPERTY LINE P/L CENTERLINE ROAD 404 LIMITS _404— MEAN HIGH WTR LINE —MHW— SILT FENCE SF LIMITS OF CONSTRUCTION LOC— CONTOURS // I ROADWAY TO BE DEMOLISHED STORMDRAIN PIPING TO BE DEMOLISHED .0 SPOT ELEVATIONS .116 2_3.0_1 RIP RAP D ECI% 2 01VISION OF NOTI:---S: j NJIAA1nr 1) CONTOUR INTERVAL = 1 FOOT 2) 404 WETLANDS DELINEATION LINE (DELINEATED BY LAND MANAGEMENT GROUP, INC. OCTOBER 2001. 3) MEAN HIGH WATER LINE IS AT ELEVATION 2.9' DATE: 30 NOV 2001 IVICE PROJ. 1250-0010 DRAWN DTR DESIGNED TR CHECKED PROJ. MGR. SCALE I f M&C FU WAABB HORIZONTAL: 1'=20' VERTICAL: NA C-4 I REVAO. www.mckimcreed.com STATUS: PRELIMINARY DESIGN REVISION 44.. NOT FOR CONSTRUCTION 81A \ f / %X I, ti o I'D' \ INV. 2.63 5.84 APPROX. WOODS\LINE ' / 0 } R LINE. ELEVATION 2.9 � MEAN HI YIATC �IK/ Sf EXIST. AL B Tl (1 SILT FENCE SF / / ll 6.15 1/ I / �,QP POND Ill ,9s� � t��O / (2) 1 -INCH HDPE f J I' SILT OE RAIL -� �� \ L Ile Cq 40 \ \ \� Al. ST ILFENCE s ! �7 ,�/ \ �'" / GUARD RA)t, -� n // \ AL cop, AL ro ; 4 ` // `��APPROX. WOODS LINE.95 AL \ ' 100 eA ' Z6 / ��/ CIO),\ / o�� eP `/ M s /`\INV 0.65 WAD Al 5.9 \NV 0.76 AL \ CL. 1� \ MEAN HIGH WATER LINE. ELEVATION 2.9 I iNEW 8-A/CH WATERLINE. 6 CONTRACTOR TOEW x DIRECTIONAL DRILL N My5.90 �/WATERLINE. Ja f, APPI�OX. �OODS LINE \ I AL✓� / 11111111111 AL � ! / �---�H�.M �/ GUARD RAIL \ I DRAINAGE CHANNEL Ole 1� AL 18"CMPI (RETROFITTED 4/' ( ) ,\� WITH 10" LINER) �\ 40h - .--- %INV� / r 65 AL d1opib i�-'j • I� REVAO. AL t` (3) 48-INCH HDPE-- ALL LIMITS OF CONSTRUCTIONGO 1 .95 AL 00 v v ED 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 AA0002667 EB0006691 www.mckimcreed.com IMPERVIOUS AREA (ACRE) DISTURBED AREA (ACRE) PRE -DEVELOPMENT DURING CONSTRUCTION POST -DEVELOPMENT TOTAL WETLANDS 0.3 0.5 0.3 0.9 1 0.43 Vl. PLANTATION 20' 0 20' 40' SCALE: 1"=20' (Horiz.) ST JAMES DRIVE AT P OLLY GULLY CREEK GRADING AND EROSION CONTROL PLAN PROJECT SI VICINITY MAP LEGEND LIVE EXISTING PROPOSED SIGN 0 POWER POLE C WATER VALVE mW V SEWER VALVE m S V FIRE HYDRANT TELEPHONE PEDESTAL m LIGHT POLE WOOD BUILDING WB CONCRETE PAD CP ELECTRIC BOX EB PROPERTY LINE P/L CENTERLINE ROAD 404 LIMITS 404 MEAN HIGH WTR LINE MHW— SILT FENCE SF LIMITS OF CONSTRUCTION BLOC / CONTOURS ROADWAY TO BE DEMOLISHED STORMDRAIN PIPING TO BE DEMOLISHED SPOT ELEVATIONS 23.0 6U"- RIP RAP DEC DIVi k= COASTAL kV; NAr7,E-jr7�'-e- NOTES: 1) CONTOUR INTERVAL = 1 FOOT 2) 404 WETLANDS DELINEATION LINE (DELINEATED BY LAND MANAGEMENT GROUP, INC. OCTOBER 2001. 3) MEAN HIGH WATER LINE IS AT ELEVATION 2.9' DATE: 30 NOV 2001 SCALE HORIZONTAL: 1`=20' TICAL: NA Mac FU NUMBER C-5 MCE PROJ. # 1250-0010 DRAWN DTR DESIGNED 17 DTR CHECKED PROD. MGR. STATUS: PRELIMINARY DESIGN "s " NOT FOR CONSTRUCTION