Loading...
HomeMy WebLinkAboutpermit drawingsSHEET 1 OF 14 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SITE 2 SITE 3 SITE 4 SITE 5 4 5 6 7 4 5 E N D P H A S E 1 , - L - S T A : 6 2 + 1 1 .8 6 B E G IN P H A S E 2 , - L - S T A : 1 0 + 0 0 .0 0 MASONBORO LOOP RD. L IN N E A R D . N A V A H O T R L . TR E YBR O O KE DR . MASONBORO LOOP RD. B E A S L E Y R D. MASONBORO LOOP RD. A N D R E W S R E A C H L O O P MA SO N B O R O SO U N D R D . N80°53'47"W 177.20' N86°04'34"W 166.02' N66°34'15"W 487.80' N66°34'15"W 455.60' N66°34'15"W 423.09' N66°34'15"W 507.00' N66°34'15"W 474.32' N66°34'15"W 441.70' N66°34'15"W 150.64' N83°16'06"W 143.00' N66°30'06"W 304.15' N66°24'06"W 997.52' N66°24'19"W 965.30' N66°26'37"W 209.05' N84°34'06"W 200.00' N84°35'59"W 105.00' N84°35'59"W 105.00' N84°35'59"W 105.00'S 8 1 °5 3'33"W 115.2 4' S70°38'24"W 130.0 0' N62°14'00"W 146.99' N72°02'29"W 247.59' N84°35'59"W 105.00' N84°35'59"W 105.00' N84°35'59"W 105.00' S05°29'31"W 631.00' N83°00'14"W 125.13' N66°34'15"W 572.73' N66°34'15"W 539.29' N66°34'15"W 408.68' N66°34'15"W 364.53' N66°34'15"W 222.58' N66°34'15"W 189.79' N66°34'06"W 246.50' N76°09'06"W 385.33' N76°09'06"W 385.26' N76°12'55"W 385.09' N73°29'42"W 419.06' N84°34'06"W 200.00' L4 L21 CO 1QP 1IO 1IO 1IO 1IO 1IO 1IO 1IO 1IO 1IO GWP FO 18TREE 1IO S CO S S S S EB EB S FO 2TREE GV 34AR 5TREE DBL EB 10PT 6JV CO CATV 24PT CATV CO 6MG FOFO 6TREE EM EB CO 6TREE 1TREE S CO 3TREE FO 1TREE CO 3TREE 24TREE S 18PT S S 8TREE DBL 2PT 12AR 15PTFO S S CO FO FO 5TREE CO FF=24.94' S 8TREE DBL 12PT 1AR 1AR EB S 5TREES 3IO 10PT 4TREE 18JV 8PT FF=26.03' FO 4TREE DBL FO S 5TREE 7QP 8IO 8IO FO 8TREE 7TREE 3TREE FO CATV 4IO 4TREE 10PT FO 4TREE6TREE 14TREE S W 12QP 8JV 8IO 10TREE 5TREE 3TREE 6TREE 6TREE 12TREE 6TREE 6TREE 10TREE 8LI 8IO 8IO 8TREE 10TREE 2LI5TREE 5TREE 34QR 8TREE FF=27.86' 3TREE 1TREE 6PT6TREE 3TREE 24TREE 3TREE 10TREE 6MG 10TREE 8IO 10TREE6TREE 30TREE 30TREE 5TREE 15PT 8TREE 15TREE4TREE M a s o n b o ro Lo o p R d . S . C o lle g e R d . N av aho Tr. Sound Rd.Masonboro Whiskey C r eek .11 .0 5 Shiloh Church Cape Fear Academy H ew letts Creek Masonboro Church 132 RText (RText) TITLE SHEET ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- (HORIZONTAL) 0 300'600' DESIGN DATA PROJECT LENGTH - PHASE 1 FUNC. CLASSIFICATION = MULTI-USE PATH LEAN ANGLE = 20 DEGREES DESIGN SPEED = 20 MPH LENGTH OF BRIDGE = NA LENGTH OF BOARDWALK = NA LENGTH OF PROJECT = 1.00 MILES VICINITY MAP NORTH CAROLINA CITY OF WILMINGTON MULTI-USE TRAIL MASONBORO LOOP ROAD REACH LOOP NORTH OF ANDREWS FROM NAVAHO TRAIL TO LOCATION: CONTROL DRAINAGE, EROSION GRADING, PAVING, TYPE OF WORK: N PHASE 1 PHASE 2 PROJECT LENGTH - PHASE 2 LENGTH OF BRIDGE = NA LENGTH OF BOARDWALK = NA LENGTH OF PROJECT = 0.31 MILES PROJECT #: A16010 www.stewartinc.com FIRM LICENSE #: C-1051 704.334.7925T CHARLOTTE, NC 28202 101 N. TRYON ST., SUITE 1400 Client: Issued for: Title: Project: TRAIL MULTI-USE LOOP ROAD MASONBORO Date Description PHASE 1 & 2 No. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT BEGIN PROJECT END PROJECT BEGIN CONSTRUCTION STA:9+56+16 END CONSTRUCTION STA:62+11.86 END CONSTRUCTION STA:26+58.00 BEGIN CONSTRUCTION STA:10+00.00 18QP 14PT 6TREE 15PT 6PT 15PT 6TREE 5LI 6TREE 16PT8TREE 15PT6TREE 8TREE 8PT 8PT5LI14PT16PT 8PT 8PT 12TREE 15PT 10PT 15PT 15PT 15PT 15PT 15PT 12PT 14PT M A T C H L IN E L - S T A 2 2 + 0 0 - S E E S H E E T 5 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SHEET 2 OF 14 PERMIT DRAWING WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 1 SITE 1 WETLAND FILL IN CLEARING MECHANIZED PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 19+00 E XI S TI NG 2 0' UTI LI T Y E AS E M E NT ( D. B. 3 2 8 1, P G. 2 4 0) WF WD-9 TT WD-1 EIR WF WD-8 WF WD-7 TPED WF WD-3 WF WD-5 WF WD-4 WF WD-6 WF WD-2 WF WD-1 19+00 18+50 19+50 REM O VE 15" RCP-III 24" RCP-IV 18" RCP-IV 18" RCP-III CB DI w/MH JB 8 4 8 . 0 3 8 4 8 . 0 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 1 8"R C P INV=20.20' 1 5 "R C P 15"RCP 12"CMP INV=22.26' 15"RCP INV=22.45' INV=22.05' 15"RCP INV=22.20' 1 5 "R C P INV=20.09' INV=20.30' EXISTING 30' PRIVATE ACCESS EASEMENT (P.B. 52, PG. 244) EXISTING VARIABLE WIDTH PUBLIC SIDEWALK & UTILITY EASEMENT (P.B. 54, PG. 359) N A V A H O T R L . 6 0 'P U B L IC R /W (P .B . 5 4 , P G . 3 5 9 ) E XI S TI NG 2 0' UTI LI T Y E AS E M E NT ( D. B. 3 2 8 1, P G. 2 4 0) 20.00' MASONBORO LOOP RD. VARIABLE WIDTH PUBLIC R/W MASONBORO LOOP RD. VARIABLE WIDTH PUBLIC R/W EL:24.26'E:2343911.41'N:153336.11'CONTROL POINT EL:24.69'E:2343964.22'N:153950.28'CONTROL POINT EL:25.78'E:2343971.61'N:154672.62'CONTROL POINT 39.45'50.00'50.00'50.00'50.00' 18"RCP INV=22.12' INV=22.13' WF WD-9 TT WD-1 EIR 8"PVC INV=22.63'INV=22.71' WF WD-8 INV=22.94'23 2 3 CO WF WD-7 F O RIM=23.38' IN=20.33' OUT=20.18' F O RIM=23.42' IN=20.12' OUT=20.12' EIR TPED TPED EM 12"HDPE INV=23.57' RIM=23.65' INV=20.90' RIM=23.68' IN=20.38' OUT=20.28' EIP TPED S RIM=23.87' INV=18.72' D RIM=23.88' IN(N)=20.08' IN(E)=20.08' IN(W)=20.18' OUT=20.08' TPED F O 24 24EIP S EXISTING 10' EASEMENT (D.B. 3056, PG. 19) (C.P.B. 18, PG. 100) EIR EIP S FOWP TPED F O TPED S 15"RCP WF WD-3 WF WD-5 WF WD-4 WF WD-6 WF WD-2 WF WD-1 RIM=27.41' INV=24.86' 2 2 ' 1 8 ' 1 7 '2 2 ' 5 ' 2' CURB AND GUTTER 8' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10+50 11+50 12+50 13+50 14+50 15+50 16+50 17+50 18+50 19+50 20+50 21+50 RETAIN RETAIN RETAIN RETA IN RETAIN REMOVERETAIN REM O VE RETAIN RETAIN RETAIN 15" RCP-III 24" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-III RETAIN 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 11+62 TO STA. 13+00 -L- RT. DETAIL 1 B=1 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 14+75 TO STA. 17+25 -L- RT. DETAIL 2 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 19+50 TO STA. 19+75 -L- RT. DETAIL 3 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 19+75 TO STA. 22+25 -L- RT. DETAIL 4 B=1 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 3 SPECIAL CUT BASE DITCH SEE DETAIL 2 SPECIAL CUT BASE DITCH SEE DETAIL 1 SPECIAL CUT BASE DITCH 12" RCP-III RETAIN CB DI w/MH JB SEE DETAIL 4 BASE DITCH SPECIAL CUT M A T C H L IN E L - S T A 2 2 + 0 0 - S E E S H E E T 5 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SITE 1 SITE 1 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SHEET 3 OF 14 PERMIT DRAWING WETLAND FILL IN CLEARING MECHANIZED PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 22 22 22 22 24 24 24 24 24 24 24 2 4 24 24 24 24 24 24 24 24 2 4 2 4 24 2424 24 24 24 24 26 2 6 10 12 12 14 14 14 14 14 16 16 16 16 16 18 18 18 18 18 18 18 20 20 202 0 2 0 2 0 20 22 2 2 22 22 2 2 2 2 22 22 22 22 22 22 22 22 22 2 2 2 2 22 22 22 2 2 24 2 4 2 4 24 2 4 24 2 4 2 4 2 4 2 4 2 4 24 24 2 4 2 4 24 2 4 2 4 2 4 24 24 2 424 2 4 24 24 24 24 24 24 24 24 2 4 2424 24 24 24 24 24 2 4 2 4 24 24 24 24 24 24 2 4 24 2 4 2 4 24 2 4 24 24 2 4 24 24 2 4 2 4 2 4 242 4 24 24 2 4 2 4 2 4 24 24 24 26 26 26 2 6 2 6 26 26 2 6 26 26 26 2 6 26 26 26 26 26 2 6 26 2 6 26 26 26 26 2 6 2 6 2 6 26 2 6 2 6 26 2 6 26 26 26 26 26 2626 26 26 26 26 26 26 26 26 2626 26 26 2 6 26 2 6 26 26 26 2 6 26 26 26 26 26 26 26 26 2 6 26 2 6 26 26 26 2 6 2 6 2 6 26 26 2 6 2 6 2 6 26 26 26 26 2626 2 6 2 6 26 26 26 26 26 2 6 2 6 26 2 6 26 26 26 26 26 2 6 2 6 26 2 6 26 2 6 26 2 6 26 26 26 2 6 2 6 2 6 2 6 2 6 26 26 26 2 6 26 26 26 26 26 26 2 6 26 26 26 26 26 26 26 26 2 6 26 26 26 26 2 6 26 26 2 6 26 26 26 26 2 6 26 26 26 2 6 2 6 2 6 26 26 2 6 2 6 26 26 26 26 2 6 26 2 6 2 6 26 26 26 26 2 6 26 26 26 2 6 2 6 2 6 26 26 26 26 2 6 2 6 26 2 6 2 6 26 2 6 2 6 26 2 6 2 6 2 62 6 2 6 2 6 2 6 2 8 2 8 28 28 28 28 28 28 2 8 28 2 8 28 28 2 8 28 2 8 2 8 28 2 8 8 4 8 . 0 3 8 4 8 . 0 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 1 8"R C P INV=20.20' 1 5 "R C P 15"RCP 12"CMP INV=22.26' 15"RCP INV=22.45' INV=22.05' 15"RCP INV=22.20' 1 5 "R C P INV=20.09' INV=20.30' EXISTING 30' PRIVATE ACCESS EASEMENT (P.B. 52, PG. 244) EXISTING VARIABLE WIDTH PUBLIC SIDEWALK & UTILITY EASEMENT (P.B. 54, PG. 359) N A V A H O T R L . 6 0 'P U B L IC R /W (P .B . 5 4 , P G . 3 5 9 ) E XI S TI NG 2 0' UTI LI T Y E AS E M E NT ( D. B. 3 2 8 1, P G. 2 4 0) 20.00' MASONBORO LOOP RD. VARIABLE WIDTH PUBLIC R/W MASONBORO LOOP RD. VARIABLE WIDTH PUBLIC R/W EL:24.26'E:2343911.41'N:153336.11'CONTROL POINT EL:24.69'E:2343964.22'N:153950.28'CONTROL POINT EL:25.78'E:2343971.61'N:154672.62'CONTROL POINT 39.45'50.00'50.00'50.00'50.00' 18"RCP INV=22.12' INV=22.13' WF WD-9 TT WD-1 EIR 8"PVC INV=22.63'INV=22.71' WF WD-8 INV=22.94' CO WF WD-7 F O RIM=23.38' IN=20.33' OUT=20.18' F O RIM=23.42' IN=20.12' OUT=20.12' EIR TPED TPED EM 12"HDPE INV=23.57' RIM=23.65' INV=20.90' RIM=23.68' IN=20.38' OUT=20.28' EIP TPED S RIM=23.87' INV=18.72' D RIM=23.88' IN(N)=20.08' IN(E)=20.08' IN(W)=20.18' OUT=20.08' TPED F O EIP S EXISTING 10' EASEMENT (D.B. 3056, PG. 19) (C.P.B. 18, PG. 100) EIR EIP S FOWP TPED F O TPED S 15"RCP WF WD-3 WF WD-5 WF WD-4 WF WD-6 WF WD-2 WF WD-1 RIM=27.41' INV=24.86' 2 2 ' 1 8 ' 1 7 '2 2 ' 5 ' 2' CURB AND GUTTER 8' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10+50 11+50 12+50 13+50 14+50 15+50 16+50 17+50 18+50 19+50 20+50 21+50 RETAIN RETAIN RETAIN RETA IN RETAIN REMOVERETAIN REM O VE RETAIN RETAIN RETAIN 15" RCP-III 24" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-III RETAIN 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 11+62 TO STA. 13+00 -L- RT. DETAIL 1 B=1 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 14+75 TO STA. 17+25 -L- RT. DETAIL 2 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 19+50 TO STA. 19+75 -L- RT. DETAIL 3 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 19+75 TO STA. 22+25 -L- RT. DETAIL 4 B=1 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 3 SPECIAL CUT BASE DITCH SEE DETAIL 2 SPECIAL CUT BASE DITCH SEE DETAIL 1 SPECIAL CUT BASE DITCH 12" RCP-III RETAIN CB DI w/MH JB SEE DETAIL 4 BASE DITCH SPECIAL CUT 22 22 24 24 2 4 22 22 2 4 2 4 24 24 24 2 4 26 26 26 28 19+00 E XI S TI NG 2 0' UTI LI T Y E AS E M E NT ( D. B. 3 2 8 1, P G. 2 4 0) WF WD-9 TT WD-1 EIR WF WD-8 WF WD-7 TPED WF WD-3 WF WD-5 WF WD-4 WF WD-6 WF WD-2 WF WD-1 19+00 18+50 19+50 REM O VE 15" RCP-III 24" RCP-IV 18" RCP-IV 18" RCP-III CB DI w/MH JB SITE 1 ROW WET WET SHEET 4 OF 14 PERMIT DRAWING 19+00 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 0 10 20 300102030 O F F : - 5 . 0 0 ' E L E V : 2 5 . 4 5 ' O F F : 5 . 0 0 ' E L E V : 2 5 . 2 5 ' 2% 2:1 2% 2: 1 O F F : 1 5 . 7 5 ' E L E V : 2 5 . 6 6 ' PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 M A T C H L I N E L - S T A 2 2 + 0 0 - S E E S H E E T 4 M A T C H L IN E L - S T A 3 5 + 2 0 - S E E S H E E T 6 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SITE 2 SITE 2 CLEARING DENOTES MECHANIZED* * * * ** * ** * * WETLAND DENOTES FILL INFF CLEARING MECHANIZED WETLAND FILL IN SHEET 5 OF 14 PERMIT DRAWING PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 26+00 27+00 25.00' EXISTING 25' PERIMETER BUFFER (P.B. 57, PG. 7) EIR WF WC-1 TT STUDY TPED WF WC-6 WF WC-10 TT STUDY WF WC-9 WF WC-7 WF WC-8 EXISTING 10' UTILITY EASEMENT (P.B. 60, PG. 180) WF WC-4 WF WC-3 WF WC-5 1 8 ' 26+00 27+0025+50 26+50 8 4 8 . 0 3 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 EXISTING 10' DRAINAGE & UTILITY EASEMENT (P.B. 42, PG. 161) 15"RCP EXISTING 20' LANDSCAPE & SIGN EASEMENT (P.B. 42, PG. 161) EXISTING 10' UTILITY EASEMENT (P.B. 42, PG. 161) 15"RCP 18"CMPINV=22.01'INV=21.73' T R E YB R O O KE D R . VAR IAB LE W ID T H P U B LIC R /W L I N N E A R D . 6 0 ' P U B L IC R / W ( P . B . 5 7 , P G . 7 ) 25.00' EXISTING 25' PERIMETER BUFFER (P.B. 57, PG. 7) EXISTING 15' PRIVATE UTILITY & DRAINAGE EASEMENT (P.B. 42, PG. 161) 15.00' EL:25.78'E:2343971.61'N:154672.62'CONTROL POINT 60.00'45.64'76.42'57.89' EIPEIP EIR INV=20.78' HBOX INV=21.89' INV=21.96' INV=22.12'INV=22.39' EIPEIR CATV EIP EL:23.47'E:2344149.37'N:155896.30'CONTROL POINT C O FOWP WF WC-1 TT STUDY EL:24.41'E:2344113.37'N:155464.53'CONTROL POINT TPED WF WC-2 WF WC-6 EL:24.82'E:2344095.14'N:155192.57'CONTROL POINT WF WC-10 TT STUDY WF WC-9 WF WC-7 WF WC-8 EXISTING PRIVATE EASEMENT (P.B. 60, PG. 180) EXISTING 10' UTILITY EASEMENT (P.B. 60, PG. 180) EIR TOC=25.61' OUT=22.66' 15"RCP RIM=25.41' INV=N/A (FLOODED) D E B S FOWP EIR 15"RCP S EIR TOC=26.16' OUT=22.66' S F O CATV EIR S WF WC-4 WF WC-3 EIR WF WC-5 1 2 ' 1 8 ' 1 7 ' 1 9 ' 10' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH TRANSITION FROM 10' TO 8' WIDE MULTI-USE PATH TRANSITION FROM 10' TO 8' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+0022+50 23+50 24+50 25+50 26+50 27+50 28+50 29+50 30+50 31+50 32+50 33+50 34+50 REMOVE REMOVE RETAIN RETAIN RETAIN RETAIN R E T A I N 18" RCP-IV 24" RCP-IV SEE DETAIL 5 SPECIAL CUT BASE DITCH 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 29+35 TO STA. 40+40 -L- RT. FROM STA. 25+75 TO STA. 27+85 -L- RT. DETAIL 5 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 5 SPECIAL CUT BASE DITCH SEE DETAIL 5 SPECIAL CUT BASE DITCH 18" RCP-III M A T C H L I N E L - S T A 2 2 + 0 0 - S E E S H E E T 4 M A T C H L IN E L - S T A 3 5 + 2 0 - S E E S H E E T 6 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * WETLAND FILL IN CLEARING MECHANIZED SITE 2 SITE 2 SHEET 6 OF 14 PERMIT DRAWING PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 24 2424 24 2424 2 4 26 26 26 26 26 26 26 26+00 27+00 25.00' EXISTING 25' PERIMETER BUFFER (P.B. 57, PG. 7) EIR WF WC-1 TT STUDY TPED WF WC-6 WF WC-10 TT STUDY WF WC-9 WF WC-7 WF WC-8 EXISTING 10' UTILITY EASEMENT (P.B. 60, PG. 180) WF WC-4 WF WC-3 WF WC-5 1 8 ' 26+00 27+0025+50 26+50 SEE DETAIL 5 SPECIAL CUT BASE DITCH 22 22 2222 22 2 2 2424 24 24 24 24 24 24 24 2 4 24 24 24 24 24 2424 2 4 26 26 2 6 2 6 22 22 22 2 2 22222222 2 2 2 2 24 2 4 24 24 24 2 4 24 24 2 4 2 4 2 4 2424 24 24 24 24 24 24 24 2 4 24 24 2 4 2 4 24 2 4 24 24 24 24 2 4 24 24 24 2 4 24 24 2424 24 24 24 24 2424 24 24 24 24 24 24 24 24 2 4 2 4 24 24 2 4 24 24 2 4 24 24 24 2424 24 24 24 24 2 4 2 4 2 4 2 4 2 4 24 2 424 24 24 24 2 4 24 24 24 2 4 24 2 4 24 2 4 2 4 2 4 2 4 2 4 26 2 6 26 26 26 26 26 2 6 26 26 2 6 2 6 26 2 6 2 6 26262626 26 26 26 26 26 26 26 26 26 26 2 6 2626 26 2 6 26 26 2 6 26 2 6 26 26 26 26 2 6 26 2 6 26 2 6 26 26 26 26 2 6 26 26262626 26 26 2 6 26 26 2 6 26 2 6 26 26 2 6 26 26 26 26 26 26 26 2 6 26 2 6 26 26 2 6 26 26 26 2 6 26 26 26 26 26 2 6 26 26 26 2 6 2 6 2 6 2 6 26 2 6 2 6 2 6 26 26 26 26 26 2 6 2 6 26 2 6 26 2 6 2 6 2 6 26 262626 2 6 26 2 6 26 26 2 6 26 26 2 6 26 26 2 6 26 26 26 26 2 6 2 6 2 6 28282828 28 28 2 8 2 8 28 28 2 828 28 28 28 28 28 28 28 2828 28 2 8 2 8 2 8 2 8 28 2 8 2828 28 28 28 28 2 8 2 8 2 8 28 2 8 28 28 2 8 28 28 28 28 2 8 30 30 3 0 3 0 30 30 3030 30 3 0 30 30 30 30 30 32 8 4 8 . 0 3 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 EXISTING 10' DRAINAGE & UTILITY EASEMENT (P.B. 42, PG. 161) 15"RCP EXISTING 20' LANDSCAPE & SIGN EASEMENT (P.B. 42, PG. 161) EXISTING 10' UTILITY EASEMENT (P.B. 42, PG. 161) 15"RCP 18"CMPINV=22.01'INV=21.73' T R E YB R O O KE D R . VAR IAB LE W ID T H P U B LIC R /W L I N N E A R D . 6 0 ' P U B L IC R / W ( P . B . 5 7 , P G . 7 ) 25.00' EXISTING 25' PERIMETER BUFFER (P.B. 57, PG. 7) EXISTING 15' PRIVATE UTILITY & DRAINAGE EASEMENT (P.B. 42, PG. 161) 15.00' EL:25.78'E:2343971.61'N:154672.62'CONTROL POINT 60.00'45.64'76.42'57.89' EIPEIP EIR INV=20.78' HBOX INV=21.89' INV=21.96' INV=22.12'INV=22.39' EIPEIR CATV EIP EL:23.47'E:2344149.37'N:155896.30'CONTROL POINT C O FOWP WF WC-1 TT STUDY EL:24.41'E:2344113.37'N:155464.53'CONTROL POINT TPED WF WC-2 WF WC-6 EL:24.82'E:2344095.14'N:155192.57'CONTROL POINT WF WC-10 TT STUDY WF WC-9 WF WC-7 WF WC-8 EXISTING PRIVATE EASEMENT (P.B. 60, PG. 180) EXISTING 10' UTILITY EASEMENT (P.B. 60, PG. 180) EIR 25 25 25 25 TOC=25.61' OUT=22.66' 15"RCP RIM=25.41' INV=N/A (FLOODED) D E B S FOWP EIR 15"RCP S EIR TOC=26.16' OUT=22.66' S F O CATV EIR S WF WC-4 WF WC-3 EIR WF WC-5 1 2 ' 1 8 ' 1 7 ' 1 9 ' 10' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH TRANSITION FROM 10' TO 8' WIDE MULTI-USE PATH TRANSITION FROM 10' TO 8' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+0022+50 23+50 24+50 25+50 26+50 27+50 28+50 29+50 30+50 31+50 32+50 33+50 34+50 REMOVE REMOVE RETAIN RETAIN RETAIN RETAIN R E T A I N 18" RCP-IV 24" RCP-IV SEE DETAIL 5 SPECIAL CUT BASE DITCH 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 29+35 TO STA. 40+40 -L- RT. FROM STA. 25+75 TO STA. 27+85 -L- RT. DETAIL 5 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 5 SPECIAL CUT BASE DITCH SEE DETAIL 5 SPECIAL CUT BASE DITCH 18" RCP-III WET WET ROW SITE 2 SHEET 7 OF 14 PERMIT DRAWING 26+50 18 20 22 24 26 28 30 18 20 22 24 26 28 30 0 10 20 300102030 O F F : - 5 . 0 0 ' E L E V : 2 4 . 6 6 ' O F F : 3 . 0 0 ' E L E V : 2 4 . 5 0 ' 2%3:1 2% 3: 1 O F F : 2 0 . 5 2 ' E L E V : 2 5 . 1 3 ' PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 M A T C H L IN E L - S T A 4 8 + 7 0 -S E E S H E E T 7 M A T C H L IN E L - S T A 3 5 + 2 0 - S E E S H E E T 5 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SITE 4 SITE 3 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SITE 3 SITE 4 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * WATER IMPACT TEMPORARY SURFACE WATER IMPACT PERMANENT SURFACE WETLAND FILL IN CLEARING MECHANIZED SHEET 8 OF 14 PERMIT DRAWING 8 4 8 . 0 3 36+00 EIR WF SB-1B WF SB-1A WF SB-3B TT STUDY WF SB-2B WF SB-2A WF SB-3A TT STUDY CATV EL:23.47'E:2344149.37'N:155896.30'CONTROL POINT 2 1 ' 10' WIDE MULTI-USE PATH 36+0035+50 36+50 REMOVE 24" RCP-IV 24" RCP-III R E T A I N PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 8 4 8 . 0 3 8 4 8 . 0 3 8 4 8 . 0 2 8 4 8 . 0 2 8 4 8 . 0 2 8 4 8 . 0 3 8 4 8 . 0 2 8 4 8 . 0 2 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 EL:25.02'E:2344264.26'N:157017.38'CONTROL POINT INV=21.14' 15"RCP15"RCP15"RCP15"RCP 15"RCPINV=21.39'15"CMP 15"RCP 15"RCP 15"RCPINV=21.64'INV=20.91'INV=20.52' 15"RCP 18"RCP MASONBORO LOOP RD. VARIABLE WIDTH PUBLIC R/W INV=19.83' 1 5 " R C P EIR EIREIR EIP EIR EIRINV=20.00' INV=20.76' INV=20.91'INV=21.08'INV=21.12' INV=21.50' INV=21.65' WF WB-5 WF WB-2 INV=21.75'INV=21.78' WF SB-1B INV=21.89'WF SB-1A WF WB-6 TT STUDY WF WB-1 TT STUDY INV=22.48' 12"CMP WF WB-4 WF WB-3 WF SB-3B TT STUDY TPED RIM=22.87' OUT=21.67' WF SB-2B WF SB-2A WF SB-3A TT STUDY RIM=23.20' OUT=22.00' CATV EL:23.47'E:2344149.37'N:155896.30'CONTROL POINT EIP EIP CO RIM=23.88' IN(E)=21.28' IN(W)=21.28' OUT=21.18' 15"RCP TPED EIP PINCHED CO EIP RIM=24.10' IN(10")=21.95' IN(15")=21.85' OUT=21.85' RIM=24.15' IN(12")=21.55' IN(15")=21.55' OUT=21.55 RIM=24.16' IN=21.71' OUT=21.71' 15"RCP RIM=24.17' IN(10")=22.07' IN(15")=21.97' OUT=21.97' RIM=24.29' IN=21.94' OUT=21.94' RIM=24.31' IN=21.71' OUT=21.71' 15"RCP FOWP EIP TPED RIM=24.40' IN(12")=22.00' IN(15")=22.00' OUT=21.80' EL:24.76'E:2344214.69'N:156505.12'CONTROL POINT CO F O TPED C O TPED 15"RCP 2 1 ' 1 7 ' 2 ' 3 ' 1 5 ' 2' CURB AND GUTTER 2' CURB AND GUTTER 2' CURB AND GUTTER 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH TRANSITION FROM 8' TO 6' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH 6' WIDE MULTI-USE PATH 6' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH TRANSITION FROM 8' TO 6' WIDE MULTI-USE PATH 6' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 35+50 36+50 37+50 38+50 39+50 40+50 41+50 42+50 43+50 44+50 45+50 46+50 47+50 4 8 + 5 0 REMOVE REMOVE REMOVE REMOVE REMOVEREMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE CBCBCBCBCBCB DIDIDI CB CB TB 2GI 24" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP-III 15" RCP-IV 15" RCP-III 15" RCP-III 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-III 15" RCP-III 24" RCP-IV 15" RCP-III 18" RCP-IV 24" RCP-III 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 29+35 TO STA. 40+40 -L- RT. DETAIL 5 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 5 SPECIAL CUT BASE DITCH R E T A I N 30" RCP-III 24" RCP-IV EST 14 SY GEOTEXTILE EST 5 TONS CLASS B RIP RAP GEOTEXTILE EST 10 SY EST 3 TONS CLASS B RIP RAP GEOTEXTILE EST 21 SY EST 8 TONS CLASS B RIP RAP 8 4 8 . 0 2 47+00 EL:25.02'E:2344264.26'N:157017.38'CONTROL POINT WF WB-5 WF WB-2 WF WB-6 TT STUDY WF WB-1 TT STUDY WF WB-4 WF WB-3 EIP FOWP EIP F O TPED47+0046+50 47+50 REMOVE REMOVE CB 24" RCP-IV 15" RCP-III 18" RCP-IV 30" RCP-III M A T C H L IN E L - S T A 4 8 + 7 0 -S E E S H E E T 7 M A T C H L IN E L - S T A 3 5 + 2 0 - S E E S H E E T 5 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SITE 4 SITE 3 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACT TEMPORARY SURFACE WATER IMPACT PERMANENT SURFACE WETLAND FILL IN CLEARING MECHANIZED WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 3 SITE 4 SHEET 9 OF 14 PERMIT DRAWING 22 22 24 24 22 22 24 24 24 24 24 24 24 2628 2 8 2 8 28 8 4 8 . 0 3 36+00 EIR WF SB-1B WF SB-1A WF SB-3B TT STUDY WF SB-2B WF SB-2A WF SB-3A TT STUDY CATV EL:23.47'E:2344149.37'N:155896.30'CONTROL POINT 2 1 ' 10' WIDE 36+0035+50 36+50 REMOVE 24" RCP-IV 24" RCP-III R E T A I N PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 22 22 22 22 22 22 2 222 2 4 24 24 24 2 4 24 24 24 24 24 24 24 24 2 4 2 4 24 24 20 2 0 2020 20 2 0 2020 2 0 2 0 20 20 2020 20 20 20 20 2 0 2 0 20 22 22 22 22 2 2 22 2 2 22 22 2222 2 2 2 2 22 22 22 22 22 22 22 22 22 22 2 2 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 2 2 2 2 22 22 2 2 22 22 22 2 2 2 2 22 2 2 22 2 2 2 2 22 2 2 22 2 2 2 2 22 2 2 2 2 24 24 24 2 4 2 424 24 24 24 24 24 24 24 24 2 4 2 4 2 4 24 24 24 24 24 24 2 4 2 4 24 24 24 24 24 2 4 24 24 2 4 2 4 24 24 24 2 4 2 4 24 24 24 2 4 24 2 4 24 2 4 24 24 24 2 4 24 2424 24 2 4 24 24 24 24 2 4 24 24 2 4 2 4 24 24 2 4 24 24 24 2 4 24 24 24 2 4 2424 2 4 24 24 24 24 24 24 24 24 24 24 24 24 24 24 2 4 24 24 2 4 24 24 24 2 4 24 24 24 24 24 24 2 4 2 4 2 4 24 24 24 24 2 4 24 24 24 2 4 2 4 24 2 4 2 4 2 4 24 2 4 26 26 26 2 6 26 26 2 6 26 2 6 2 6 2 6 2 6 26 2 6 26 26 26 26 26 26 26 26 26 26 26 26 26 2626 2 6 2 6 2 6 2 6 2 6 26 26 26 2 6 2 6 26 26 26 2 6 2 6 26 2 626 26 26 26 26 26 26 2 6 26 2 6 26 2 6 26 2 6 26 2 6 26 26 26 2 6 26 2626 2 6 2 6 2 6 2 6 26 26 2 6 26 26 2 6 26 2 6 26 2 6 2 6 26 26 26 2 6 26 26 26 2 6 2 6 26 26 2 6 26 2 6 2 6 26 26 2 6 26 26 2 6 26 2 6 26 26 26 26 26 26 26 26 26 26 26 26 26 2 6 2626 26 2 6 2 6 26 2 6 26 2 6 2 6 28 2 8 2 8 28 8 4 8 . 0 3 8 4 8 . 0 3 8 4 8 . 0 2 8 4 8 . 0 2 8 4 8 . 0 2 8 4 8 . 0 3 8 4 8 . 0 2 8 4 8 . 0 2 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 EL:25.02'E:2344264.26'N:157017.38'CONTROL POINT INV=21.14' 15"RCP15"RCP15"RCP15"RCP 15"RCPINV=21.39'15"CMP 15"RCP 15"RCP 15"RCPINV=21.64'INV=20.91'INV=20.52' 15"RCP 18"RCP MASONBORO LOOP RD. VARIABLE WIDTH PUBLIC R/W INV=19.83' 1 5 " R C P EIR EIREIR EIP EIR EIRINV=20.00' INV=20.76' INV=20.91'INV=21.08'INV=21.12' INV=21.50' INV=21.65' WF WB-5 WF WB-2 INV=21.75'INV=21.78' WF SB-1B INV=21.89'WF SB-1A WF WB-6 TT STUDY WF WB-1 TT STUDY INV=22.48' 12"CMP WF WB-4 WF WB-3 WF SB-3B TT STUDY TPED RIM=22.87' OUT=21.67' WF SB-2B WF SB-2A WF SB-3A TT STUDY RIM=23.20' OUT=22.00' CATV EL:23.47'E:2344149.37'N:155896.30'CONTROL POINT EIP EIP CO RIM=23.88' IN(E)=21.28' IN(W)=21.28' OUT=21.18' 15"RCP TPED EIP PINCHED CO EIP RIM=24.10' IN(10")=21.95' IN(15")=21.85' OUT=21.85' RIM=24.15' IN(12")=21.55' IN(15")=21.55' OUT=21.55 RIM=24.16' IN=21.71' OUT=21.71' 15"RCP RIM=24.17' IN(10")=22.07' IN(15")=21.97' OUT=21.97' RIM=24.29' IN=21.94' OUT=21.94' RIM=24.31' IN=21.71' OUT=21.71' 15"RCP FOWP EIP TPED RIM=24.40' IN(12")=22.00' IN(15")=22.00' OUT=21.80' EL:24.76'E:2344214.69'N:156505.12'CONTROL POINT CO F O TPED C O TPED 15"RCP 2 1 ' 1 7 ' 2 ' 3 ' 1 5 ' 2' CURB AND GUTTER 2' CURB AND GUTTER 2' CURB AND GUTTER 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH TRANSITION FROM 8' TO 6' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH 6' WIDE MULTI-USE PATH 6' WIDE MULTI-USE PATH 8' WIDE MULTI-USE PATH TRANSITION FROM 8' TO 6' WIDE MULTI-USE PATH 6' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 35+50 36+50 37+50 38+50 39+50 40+50 41+50 42+50 43+50 44+50 45+50 46+50 47+50 4 8 + 5 0 REMOVE REMOVE REMOVE REMOVE REMOVEREMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE CBCBCBCBCBCB DIDIDI CB CB TB 2GI 24" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP-III 15" RCP-IV 15" RCP-III 15" RCP-III 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-III 15" RCP-III 24" RCP-IV 15" RCP-III 18" RCP-IV 24" RCP-III 2: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Exist.2:1 or FROM STA. 29+35 TO STA. 40+40 -L- RT. DETAIL 5 B=2 Ft. Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 5 SPECIAL CUT BASE DITCH R E T A I N 30" RCP-III 24" RCP-IV EST 14 SY GEOTEXTILE EST 5 TONS CLASS B RIP RAP GEOTEXTILE EST 10 SY EST 3 TONS CLASS B RIP RAP GEOTEXTILE EST 21 SY EST 8 TONS CLASS B RIP RAP 22 24 22 2 2 24 24 2 6 26 47+00 EL:25.02'E:2344264.26'N:157017.38'CONTROL POINT WF WB-5 WF WB-2 WF WB-6 TT STUDY WF WB-1 TT STUDY WF WB-4 WF WB-3 EIP FOWP EIP F O TPED47+0046+50 47+50 REMOVE REMOVE CB 24" RCP-IV 15" RCP-III 18" RCP-IV 30" RCP-III SITE 4 ROWWET WET SHEET 10 OF 14 PERMIT DRAWING 47+00 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 0 10 20 300102030 O F F : - 5 . 0 0 ' E L E V : 2 5 . 9 4 ' O F F : 5 . 0 0 ' E L E V : 2 5 . 7 4 ' 2% 3:1 2%4% O F F : 9 . 8 0 ' E L E V : 2 5 . 2 4 ' PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 1 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 M A T C H L IN E L - S T A 2 1 + 3 5 - S E E S H E E T 5 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SITE 5 WETLAND DENOTES FILL INFF SITE 5 SHEET 11 OF 14 PERMIT DRAWING WETLAND FILL IN CLEARING MECHANIZED CLEARING DENOTES MECHANIZED* * * * ** * ** * * PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 2 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 U P T O 2 6 . 0 2 8 4 8 . 0 2 8 4 8 . 0 3 8 4 8 . 0 3 8 4 8 . 0 3 60+00 61+00 62+ 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 U P T O 2 6 . 3 5 EL:23.61'E:2344418.37'N:159126.61'CONTROL POINT S C H O O L INV=20.41' INV=22.07'18"RCP 18"RCP B E A S L E Y R D . 6 0' P U B L I C R / W INV=20.69'INV=20.47' INV=16.08' 24"RCP 15"RCP 15"RCP RIM=18.10' OUT=16.40' WF SA-2A TT STUDY EL:19.23'E:2344524.87'N:159655.91'CONTROL POINT FOWP FOWP WF SA-2B TT STUDY 18"RCP GV WF WA-1 TT STUDY WF SA-1B EIP INV=22.10' WF WA-3 WF WA-2 WF WA-5 TT STUDY EIR WF SA-1A WF WA-4 EIR EIR E B EIP RIM=24.70' OUT=21.50' F O TPED EIP PINCHED RIM=25.42' OUT=22.99' RIM=25.43' IN=22.63' OUT=22.58' TPED TOC=25.97' IN=22.07' OUT=21.67' EL:26.17'E:2344402.62'N:158477.93'CONTROL POINT F O F O TPEDTOC=25.82' IN=22.02' OUT=22.02' F O F O EIR W EIP TPED EIP TPED 3 '2 2 '3 ' 2 0 ' 2' CURB AND GUTTER 2' CURB AND GUTTER 2' CURB AND GUTTER 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH REDUCE PATH WIDTH TO 8' THROUGH CURVE TO AVOID UTILITY POLE. 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 60+00 61+00 62+ 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 60+50 61+50 10+50 11+50 12+50 13+50 14+50 15+50 16+50 17+50 18+50 19+50 20+50 REMOVE REMOVE CB REMOVE REMOVE CB RETAIN RETAIN RETAIN RETAIN DI CB RETAIN B 2:12: 1 D ( Not to Scale) 2' BASE TAIL DITCH STA. 16+25 LT. DETAIL 6 B=2 Ft. Min. D=1 Ft. Ground Natural Ground Natural Adj. MH CB 15" RCP-IV 15" RCP-IV RETAIN 15" RCP -III 15" RCP-IV 15" RCP-III 24" RCP-III 18" RCP-III 24" RCP REMOVE 12' Lid JB w/Slab GEOTEXTILE EST 7 SY EST 2 TONS CLASS B RIP RAP SEE DETAIL 6 DDE =5 CY 31' @ 0.80% 2' BASE TAIL DITCH 15+00 EL:23.61' E:2344418.37'N:159126.61'CONTROL POINT S C H O O L B E A S L E Y R D . 6 0' P U B L I C R / W WF WA-1 TT STUDY WF WA-3 WF WA-2 WF WA-5 TT STUDY EIR WF SA-1A WF WA-4 F O F O 10' WIDE MULTI-USE 15+0014+50 15+50 REMOVE RETAIN 24" RCP-III 18" RCP-III 24" RCP REMOVE 12' Lid JB w/Slab M A T C H L IN E L - S T A 2 1 + 3 5 - S E E S H E E T 5 GRAPHIC SCALE 0'50'50' 0'25'25' INSET SCALE SITE 5 SITE 5 WETLAND DENOTES FILL INFF SHEET 12 OF 14 PERMIT DRAWING WETLAND FILL IN CLEARING DENOTES MECHANIZED* * * * ** * ** * * CLEARING MECHANIZED PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 2 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 20 20 2 2 22 2 2 2 2 22 24 2 4 24 24 24 24 2 4 24 26 2626 26 26 26 26 2 6 2 6 26 26 1 4 16 16 18 18 18 18 18 18 18 18 18 20 2 0 2 0 2 0 20 20 20 20 20 2 0 20 2 0 20 2 0 2 0 2 0 20 20 2 2 2 2 2 2 2 2 22 22 22 22 2 2 22 2 2 2 2 2 2 22 22 2 2 2 2 2 2 22 22 22 2 2 22 22 2 2 22 22 22 2 2 22 22 2 2 2 2 22 22 22 22 2 2 22 22 22 2 2 2222 22 22 22 2 4 2 4 24 24 24 24 2 4 2 4 24 24 24 24 24 24 2 4 2424 24 24 24 24 24 24 2 4 24 2 4 2 4 2 4 24 24 24 242424 24 24 2 4 24 2 4 2 4 2 4 24 2 4 24 24 2 4 24 2 4 2 4 24 24 2 4 24 2 4 24 2 4 2 4 2 4 2 4 2 4 24 2 4 2 4 2 4 2 4 2 4 2 4 24 24 2 4 2 4 24 2 4 24 2 4 2 4 2 4 2 4 24 2 4 24 24 24 2 4 2 4 24 2 4 2 4 2 4 2 4 2 4 26 26 26 262626 2 6 26 2 6 26 2 6 2 6 26 26 2 6 26 2 6 26 26 26 26 2 6 26 26 2 6 2 6 26 26 2 6 26 2 6 26 26 26 26 26 2 6 26 26 2 6 26 26 26 26 2 6 2 6 26 26 26 2 6 26 2 6 26 2 6 2 6 26 2 6 2 6 2 6 2 6 2 6 2 6 26 2 6 26 26 26 2 6 26 26 26 2 6 2 6 2 6 26 2 6 26 2626 26 26 26 26 2 6 26 26 26 26 26 2 6 2 6 26 26 2 6 26 2 6 26 2 6 2 6 26 2 6 26 2 6 26 2 6 2 6 2 6 26 2 6 26 26 26 2 6 26 26 26 26 26 26 26 26 2 6 26 26 26 2 6 2 6 26 2 6 2 6 2 6 26 26 2 6 2 6 2 6 26 2 6 2 6 26 2 6 26 26 26 26 26 26 26 26 26 26 2 6 26 2 6 2 6 26 26 2 6 26 2 6 2 6 2 6 26 2 6 2 6 26 26 2 6 2 6 26 2 6 26 2 6 28 28 28 28 2 8 2 8 2 8 28 U P T O 2 6 . 0 2 8 4 8 . 0 2 8 4 8 . 0 3 8 4 8 . 0 3 8 4 8 . 0 3 60+00 61+00 62+ 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 U P T O 2 6 . 3 5 EL:23.61'E:2344418.37'N:159126.61'CONTROL POINT S C H O O L INV=20.41' INV=22.07'18"RCP 18"RCP B E A S L E Y R D . 6 0' P U B L I C R / W INV=20.69'INV=20.47' INV=16.08' 24"RCP 15"RCP 15"RCP RIM=18.10' OUT=16.40' WF SA-2A TT STUDY EL:19.23'E:2344524.87'N:159655.91'CONTROL POINT FOWP FOWP WF SA-2B TT STUDY 18"RCP GV WF WA-1 TT STUDY WF SA-1B EIP INV=22.10' WF WA-3 WF WA-2 WF WA-5 TT STUDY EIR WF SA-1A WF WA-4 EIR EIR E B EIP RIM=24.70' OUT=21.50' F O TPED EIP PINCHED RIM=25.42' OUT=22.99' RIM=25.43' IN=22.63' OUT=22.58' TPED TOC=25.97' IN=22.07' OUT=21.67' EL:26.17'E:2344402.62'N:158477.93'CONTROL POINT F O F O TPEDTOC=25.82' IN=22.02' OUT=22.02' F O F O EIR W EIP TPED EIP TPED 3 '2 2 '3 ' 2 0 ' 2' CURB AND GUTTER 2' CURB AND GUTTER 2' CURB AND GUTTER 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH REDUCE PATH WIDTH TO 8' THROUGH CURVE TO AVOID UTILITY POLE. 10' WIDE MULTI-USE PATH 10' WIDE MULTI-USE PATH 60+00 61+00 62+ 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 60+50 61+50 10+50 11+50 12+50 13+50 14+50 15+50 16+50 17+50 18+50 19+50 20+50 REMOVE REMOVE CB REMOVE REMOVE CB RETAIN RETAIN RETAIN RETAIN DI CB RETAIN B 2:12: 1 D ( Not to Scale) 2' BASE TAIL DITCH STA. 16+25 LT. DETAIL 6 B=2 Ft. Min. D=1 Ft. Ground Natural Ground Natural Adj. MH CB 15" RCP-IV 15" RCP-IV RETAIN 15" RCP -III 15" RCP-IV 15" RCP-III 24" RCP-III 18" RCP-III 24" RCP REMOVE 12' Lid JB w/Slab GEOTEXTILE EST 7 SY EST 2 TONS CLASS B RIP RAP SEE DETAIL 6 DDE =5 CY 31' @ 0.80% 2' BASE TAIL DITCH 20 2 2 2 2 22 24 2 4 20 22 2 2 22 24 24 2 4 24 2 4 24 15+00 EL:23.61' E:2344418.37'N:159126.61'CONTROL POINT S C H O O L B E A S L E Y R D . 6 0' P U B L I C R / W WF WA-1 TT STUDY WF WA-3 WF WA-2 WF WA-5 TT STUDY EIR WF SA-1A WF WA-4 F O F O 15+0014+50 15+50 REMOVE RETAIN 24" RCP-III 18" RCP-III 24" RCP REMOVE 12' Lid JB w/Slab ROW WET WET SITE 5 SHEET 13 OF 14 PERMIT DRAWING E L E V : 2 3 . 1 2 ' O F F : - 5 . 0 0 ' E L E V : 2 2 . 9 2 ' O F F : 5 . 0 0 ' 2%2% 15+00 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 0 10 20 300102030 PROJECT #: A16010.00 www.stewartinc.com FIRM LICENSE #: C-1051 Client: Issued for: Title: Project: PHASE 2 TRAIL MULTI-USE LOOP ROAD MASONBORO Date DescriptionNo. Seal: USE FOR CONSTRUCTION PRELIMINARY - DO NOT F 910.341.5881 T 910.341.7807 WILMINGTON, NC 28402 P.O. BOX 1810 ENGINEERING DIVISION CITY OF WILMINGTON Sheet No.: T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 18+47/19+59 -L- PH. I 24" RCP 0.03 < 0.01 2 25+63/27+10 -L- PH. I Multi-use Trail Fill < 0.01 0.01 3 35+93/36+08 -L- PH. I 24" RCP < 0.01 < 0.01 34 12 4 46+93/47+15 -L- PH. I 30" RCP < 0.01 < 0.01 5 14+51/15+36 -L- PH. II 24" RCP 0.03 < 0.01 TOTALS*: 0.06 0.02 < 0.01 < 0.01 34 12 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 14 OF 14 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS NEW HANOVER COUNTY MASONBORO LOOP ROAD NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 03/05/2019