20180839 Ver 1_20180839 Ver 1_Permit Drawings_20180807_20180807

(Version 2.07; Released October 2016)
41162.1.1 TIP No.:R-5014 County(ies):Dare Page 1 of 2
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2038 Existing:Year:
Aquatic T&E Species?Comments:
No N/A
N/A
Wetlands within Project Limits?
HQW (S. of Colington Rd)
SSNA
Supplemental Classification:
Residential
Colington Creek 03-01-56
14.3
4.2 miles
Project Description
Proposed Project
PasquotankRiver Basin(s):
City/Town:
18.9
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
[e-mail]
Address:
1/2/2018
DareKill Devil Hills
Craig Freeman PE
Raleigh NC, 27610
WBS Element:
Roadway WideningWBS Element:
Craig Freeman PENCDOT Contact:
919-707-6721
Raleigh NC, 27610
Contractor / Designer:
919-707-6721
1020 Birch Ridge Dr.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1020 Birch Ridge Dr.Address:
General Project Information
R-501441162.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Class SA (S. of Colington Rd)
The proposed project will widen SR 1217 (Colington Rd) from dead end to US 158 Croatan Highway in Kill Devil Hills. This project will add two 7' bike lanes to address safety
issues along this route. This project will also raise the grade in areas along the route that suffer from flooding during storm events and high wind driven tides. This will improve
the safety of the road for the traveling public and emergency officials. The increase in road grade elevation has been minimized as much as practicable while attempting to
improve the road navigability during flooding events. Roadway fill slopes have been designed to be 3:1 in jurisdictional areas except for in the subaquatic vegetation (SAV)
areas where 2:1 slopes with rock plating have been utilized to minimize impacts. Ditch side slopes have also been designed to be 3:1 and where possible ditches have been
designed to meet grass swale criteria. As part of this project the existing parking area at the Colington Cut mitigation site will be maintained.
N/ABuffer Rules in Effect:Colington Creek
13,970
2 @ 11' lanes with 10' shoulders comprised of a 7' bike lane and 3' grass shoulder
Waterbody Information
2018
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class SC (N. of Colington Rd)NCDWR Surface Water Classification for Water Body
ac.
2 @ 11.5' lanes with 3' grassed shoulder
19,300
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
(Version 2.07; Released October 2016)
WBS Element:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
41162.1.1 TIP No.:R-5014 County(ies):Dare Page 2 of 2
Aquatic T&E Species?Comments:
No N/A
N/A
Aquatic T&E Species?Comments:
No N/A
N/A
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Deck Drains Discharge Over Water Body?
NCDWR Surface Water Classification for Water Body
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Surface Water Body (3):
Class SA (S. of Colington Rd)
NRTR Stream ID:
Impairments:
Other Stream Classification:
Class SC (N. of Colington Rd)
HQW (S. of Colington Rd)
Primary Classification:
Blount Bay
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Supplemental Classification:
Other Stream Classification:
Impairments:
NRTR Stream ID:
Class SC (N. of Colington Rd)Primary Classification: Class SA (S. of Colington Rd)
NCDWR Surface Water Classification for Water Body Supplemental Classification:
Contiguous Canals NCDWR Stream Index No.:03-01-56
03-01-56
HQW (S. of Colington Rd)
Blount Bay NCDWR Stream Index No.:
Additional Waterbody Information
Buffer Rules in Effect:N/A
Contiguous Canals Buffer Rules in Effect:N/A
WBS Element:
Surface Water Body (2):
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
WETLAND AND SURFACE WATER IMPACTS PERMITR:\Hydraulics\PERM ITS_Environm ental\Drawings\R-5014_Hyd_title_prm _wet.dgncafreeman210/24/2017 SITE 1SITE 2SITE 3SITE 4SITE 5SITE 6SITE 7SITE 8SITE 9SITE 10SITE 11SITE 12SITE 13SITE 14SITE 15SITE 16SITE 17SITE 18SITE 19SITE 20SITE 21SHEET 1 OF 41PERMIT DRAWINGCAMACAMACAMACAMA404CAMA404404404404404404404404404404404404
404
404CAMAC
A
MA
CA
M
A
CA
MA
4
0
4
CAMACAMACAMACAMACAMACAMA404404CAMACAMACAMACAMACAMACAMACAMACAMA404404
CAMACAMACAMACAMA404CAMA404404404404404404404404Mitigation
SiteColling
ton Cut
Mitiga
tion
SiteCollington C
reek
Mitigation SiteCollington CreekDHVDTV=====%%MPHADT% *000PROFILE (HORIZONTAL)PEPROJECT LENGTHSTATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATASIGNATURE:SIGNATURE:P.E.P.E.GRAPHIC SCALESPLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERLOCATION: 09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA000$$$$$$SYSTIM E$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMENNASOHDEPTOFTRAS
P
OR
T
T
IO N TATE
OFNRTCAROLINA5010010050505025251020510TYPE OF WORK:201813,9701165STATEWIDE TIER-Y2-DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDARE COUNTYR-501441162.1.145678910
11
1
2
13141516171
8
1
9
2
0
R-5014
ROADWAY DESIGN - PROJECT ENGINEERLETTING DATE:JOHNNY BANKSFOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONRIGHT OF WAY DATE:NCDOT CONTACT:NOVEMBER 20, 2018Prepared in the Office of:PROJECT MANAGERCALYX E & CENGINEERROADWAY DESIGNPROJECT DESIGN ENGINEERCALYX E & CGARY LOVERING, PET
O
N
C
1
2
-Y3--Y4--Y5--Y1-ENDDEADMARSHY RIDGE RDWATERSEDGE DRUS 158 CROATAN HWY-L- POT STA. 11+00.00BEGIN TIP PROJECT R-5014CROATAN HIGHWAY IN KILL DEVIL HILLSADT2038=19,30040-Y3A-SCHOOL HOUSE RD-Y3B--Y3C-CO LINGTON
POINT
-L- POT STA. 240+00.00END TIP PROJECT R-5014-L- POC STA. 90+00.64BEGIN EXIST. BRIDGE-L- POC STA. 91+89.27END EXIST. BRIDGETOWER LNCOLINGWOOD LN-L- POC STA. 147+22.84BEGIN EXIST. BRIDGEEND EXIST. BRIDGE-L- POC STA. 152+34.13-Y1A-STEPHEN C. BROWDE, PESUNRISE CROSSING DRTOTAL LENGTH ROADWAY TIP PROJECT R-5014 = 4.204 MILESFUNC CLASS = LOCAL* TTST =1% DUAL 2%3CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF KILL DEVIL HILLS.THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.THERE IS A DESIGN EXCEPTION FOR HORIZONTAL CURVE RADIUS AND ASSOCIATED HORIZONTAL STOPPING SIGHT DISTANCE.SANDPIPER RD
BAYHAWK KITTY BAYKITTY HAWK STP-1217(6)-Y5- POT STA. 10+70.00BEGIN CONSTRUCTION-Y4- POT STA. 10+15.00BEGIN CONSTRUCTION-Y3C- POC STA. 11+00.00END CONSTRUCTION-Y3B- POT STA. 11+92.00BEGIN CONSTRUCTION-Y3A- POT STA. 11+60.00BEGIN CONSTRUCTION-Y3- POC STA. 11+00.00BEGIN CONSTRUCTION-Y2- POT STA. 10+15.00BEGIN CONSTRUCTION-Y1A- POT STA. 11+70.00BEGIN CONSTRUCTIONSR 1217 (COLINGTON RD.) FROM DEAD END TO US 158-L-

COLINGTON RD. KILL DEVIL HILLS CITY LIMITS KILL DEVIL HILLSVETERANS DRMUSTAIN AVEB
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R-5014PROJECTOF TIPNOT PARTR-5014PROJECTOF TIPNOT PART See Sheet 1A For Index of Sheets-LA- POT STA. 111+67.50 (AH)-L- PC STA. 111+67.50 (BK) =-L- PT STA. 120+05.14 (AH)-LA- POT STA. 120+03.07 (BK) =ROW PLANS2018 STANDARD SPECIFICATIONSGRADING, DRAINAGE, PAVING & RESURFACINGSEPTEMBER 18, 2017 STP-1217(6)R/W & UTIL41162.2.1POND45 VICINITY MAP12Colington RdOcean Bay BlvdWilliams Dr School House Rd12171217149014911219121715341535Kill Devil HillsPop. 6,282ColingtonSTATE NATURAL AREARUN HILL AirportFlightFirst 158KITTY HAWK WOODS COASTAL RESERVEPROJECTBEGINNATIONAL MEMORIALWRIGHT BROTHERS PROJECTENDN Virginia Dare TrlS Croatan HwyN Croatan HwyColingtonRdWater's Edge RdMarshyRidge RdBaum Bay Dr 1452BUZZARD BAYSOUNDALBEMARLE BAYKITTY HAWK SURFACE WATER IMPACTSFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARINGFILL IN WETLANDHAND CLEARINGH
AN
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CLE
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Q10=2.1cfs
V10
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Q10
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ANDFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDSITE 1SITE 3SITE 4SITE 5SITE 6SIT
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7
SITE 8
SITE 9
SITE 10
SITE 16SITE 16SITE 18SITE 17FILL IN WETLANDSITE 4FILL IN WETLANDWATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSAV
SAV
SA
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SITE 11
FILL IN WETLANDSITE 19SITE 20SITE 21
FILL IN WETLA
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Q10=3.1cfs
V10=0.7fpsQ10=1.2cfs
V10=0.7fpsQ10=2.0cfs
V10=1.3fps
Q10=0.7cfs
V10=
0.8fps
Q10
=
3.8cfs
SAV
SAV
NA 2011
NAD 83/
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh07.dgncafreeman21/8/2018FOR ENLARGEMENTSEE SHEET 4 OF 41 SHEET 2 OF 41PERMIT DRAWINGTSHCHCCLEARINGDENOTES HANDSURFACE WATER IMPACTSSFILL IN WETLANDSITE 1SITE 3SITE 4FILL IN WETLANDWATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSITE 2V10=0.8fpsQ10=0.7cfsV10=1.4fpsQ10=2.9cfsV10=1.2fpsQ10=2.5cfsHAND CLEARINGFILL IN WETLANDEXCAVATION IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARING55+00
60+00
65
+00CONCCONC60" WD 72" WD72" VINYL

72" VINYL
GR
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72" CHL
72" CHL
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18
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COLINGTON RD 36.0' BSTCOLINGTON RD 21.9' BSTCOLINGTON RD 21.9' BST
45.00'50.00'PCG, SL 213BUFFEROPEN SPACE2.50'PCG, SL 213BUFFEROPEN SPACE2.50'CMCMEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
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EX
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/W PB C - PG 167APB C - PG 167AGARY LEE KENNEDYDB 158 - PG 88PB C - PG 178INANCY K. BALONISDB 1074 - PG 81TERRY BEASLEYDB 864 - PG 210PB C - PG 111AWILLIAM T. CAROONDB 1417 - PG 101PB C - PG 111AJANE C. BALDWINDB 124 - PG 651DB 36 - PG 299JASON B. HILLDB 38 - PG 99DB 1695 - PG 27DB 1570 - PG 152PB G - PG 212SHINGLE LANDING OF COLINGTON CORP.GARLAND H. DUNSTAN, JR.DB 1727 - PG 90SHINGLE LANDING OF COLINGTON CORPDB 1614 - PG 72EDWARD G. COLLIERDB 1703 - PG 256PB G - PG 188IN CONDUITIN CONDUITHARBRINGER LAND & TIMBER, LLCDB 1932 - PG 176PB I - PG 72ISABEL LOPEZBLANDINA LOPEZRICHARD A. COHENDB 1935 - PG 43PB C - PG 167ADB 2110 - PG 24MONIKA C. TTEE PIRRONEALAIN J. TTEE PIRRONEDB 1936 - PG 351JUNE E. BEASLEYLEWIS R. BEASLEYDB 2114 - PG 735JOSEPH JONES JR.US CELLULARFIELDDRAIN
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FI
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NST
ST23242526273031323334353628294037CAMACAMACAMACAMA404
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DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED7R-5014NAD 83/NA 2011SEE SHEET 6MATCH LINE -L- STA. 53+00.00SEE SH EET 8MATCH LIN E -L- STA. 66+50.00SEE SHEET 31 FOR -Y1A- PROFILESEE SHEET 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:REVISIO NS RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE DETAIL 'C'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCH12" RCP-IV 12" RCP-
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh07.dgncafreeman21/8/2018FOR ENLARGEMENTSEE SHEET 4 OF 41 SHEET 3 OF 41PERMIT DRAWINGTSHCHCCLEARINGDENOTES HANDSURFACE WATER IMPACTSSFILL IN WETLANDSITE 1SITE 3SITE 4FILL IN WETLANDWATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSITE 2V10=0.8fpsQ10=0.7cfsV10=1.4fpsQ10=2.9cfsV10=1.2fpsQ10=2.5cfsHAND CLEARINGFILL IN WETLANDEXCAVATION IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARING55+00
60+00
6
5
+
0
0CONCCONC60" WD 72" WD72" VINYL

72" VINYL
GR
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72" CHL
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18
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' BST GRGRGRGR
COLINGTON RD 36.0' BSTCOLINGTON RD 21.9' BSTCOLINGTON RD 21.9' BST
45.00'50.00'PCG, SL 213BUFFEROPEN SPACE2.50'PCG, SL 213BUFFEROPEN SPACE2.50'CMCMEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
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EX
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/W PB C - PG 167APB C - PG 167AGARY LEE KENNEDYDB 158 - PG 88PB C - PG 178INANCY K. BALONISDB 1074 - PG 81TERRY BEASLEYDB 864 - PG 210PB C - PG 111AWILLIAM T. CAROONDB 1417 - PG 101PB C - PG 111AJANE C. BALDWINDB 124 - PG 651DB 36 - PG 299JASON B. HILLDB 38 - PG 99DB 1695 - PG 27DB 1570 - PG 152PB G - PG 212SHINGLE LANDING OF COLINGTON CORP.GARLAND H. DUNSTAN, JR.DB 1727 - PG 90SHINGLE LANDING OF COLINGTON CORPDB 1614 - PG 72EDWARD G. COLLIERDB 1703 - PG 256PB G - PG 188IN CONDUI
TIN CONDUITHARBRINGER LAND & TIMBER, LLCDB 1932 - PG 176PB I - PG 72ISABEL LOPEZBLANDINA LOPEZRICHARD A. COHENDB 1935 - PG 43PB C - PG 167ADB 2110 - PG 24MONIKA C. TTEE PIRRONEALAIN J. TTEE PIRRONEDB 1936 - PG 351JUNE E. BEASLEYLEWIS R. BEASLEYDB 2114 - PG 735JOSEPH JONES JR.US CELLULARFIELDDRAIN
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DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED7R-5014NAD 83/NA 2011SEE SHEET 6MATCH LINE -L- STA. 53+00.00SEE SH EET 8MATCH LINE -L- STA. 66+50.00SEE SHEET 31 FOR -Y1A- PROFILESEE SHEET 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:REVISIO NS RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE DETAIL 'C'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCH12" RCP-IV 12" RCP-
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TSPLAN VIEWDIVISION OF HIGHWAYS SHEET 4 OF 41DARE COUNTYPROJECT: R-5014 (41162.1.1)10/25/17NCDOTGRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_enlargment_psh07.dgncafreeman21/8/2018HCHCCLEARINGDENOTES HANDSURFACE WATER IMPACTSSSITE 1WATER IMPACTSTEMPORARY SURFACEHAND CLEARINGSITE 2V10=0.8fpsQ10=0.7cfsV10=1.4fpsQ10=2.9cfsV10=1.2fpsQ10=2.5cfsHAND CLEARINGFILL IN WETLANDEXCAVATION IN WETLANDHAND CLEARING55+00
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CONCCONCCONCGRGRGRCOLINGTON RD 21.9' BSTEXISTING R/WEXISTING R/W PB C - PG 167ATERRY BEASLEYDB 864 - PG 210PB C - PG 111AIN CONDUITPB C - PG 167ADB 2110 - PG 24MONIKA C. TTEE PIRRONEALAIN J. TTEE PIRRONEDB 1936 - PG 351JUNE E. BEASLEYLEWIS R. BEASLEYDB 2114 - PG 735JOSEPH JONES JR.FIELDDRAIN STFIELDDRAIN
ST23242629CAMACAMACAMACAMA404
C A M ASEE SHEET 6MATCH LINE -L- STA. 53+00.00 RIGHT OF WAY REVISION - 9/28/2017 - ADJUSTED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 30 AND 31. SEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'A'SPECIAL CUT DITCH1
2
" RCP-I
V 12" RCP-
I
V 12" RCP-
I
V
12" RCP-IV 12" RCP-
I
V DETAIL 'A'DITCH SEE SPECIAL CUTC FC FC F
C
F
CFCFCFCFFFCCF
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh08.dgncafreeman21/8/2018SHEET 8 OF 41PERMIT DRAWINGFILL IN WETLANDFILL IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARINGFILL IN WETLANDHAND CLEARINGSITE 4SITE 5SITE 6V10=1.8fpsQ10=1.6cfsHAND CLEARING70+00
75+0048" CHL36" WD72" W
D
36" WD36
" WD
D
K
DK
G
RRUINSCONC C
O
N
C CONCCONC48" W D
STEPS
CONC CONCGRGRCONCDK36" CHL36" CHLCONC
GR
DK72" WD
72"
W
D72" WD
D
K
DK
DK
DKDK GR
SOILCONCBST
CONCCONCCONCCONCGRC
O
N
C
CONCG
R GRGRGRCOL
INGTON
RD

3
0
.8'
B
STCOLINGTON RD 36.0' BSTSANDPIPER RD 20.0' BSTCOLINGTON RD 24.3' BSTCMEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXIS TIN G R/WEXISTING R/
W
EXI
STI
NG R/WEXIS
TI
NG R/WE
X
IS
T
IN
G
R
/W
EX
IST
ING
R
/W
EXISTING R/
W
EXISTING R/WEXISTING R/WF
OUNDNO DE
E
D
REF
SS 4901 GP
R
OP
OSE
D
R/WDB 1932 - PG 176PB I - PG 72PB E - PG 246DB 1928 - PG 242PB 4 - PG 96COLINGTON HARBOUR ASSOC.DB 167 - PG 687DB 142 - PG 348DB 212 - PG 55PB 3 - PG 12MARY MARTHA ALDERTONDB 1028 - PG 408PB 4 - PG 56AMY L. BEASLEYDB 1859 - PG 180PB 4 - PG 56BRIAN BYRDDB 1801 - PG 419PB 4 - PG 56DB 1970 - PG 421PB 4 - PG 56HOWARD E. SIMMONS, 3RDDB 1675 - PG 188PB 4 - PG 56NANCY Z. ROTENDB 1821 - PG 229PB 4 - PG 56VIOLA P. WHITEDB 655 - PG 753DB C - PG 274DB 291 - PG 748DB 167 - PG 687DB 315 - PG 351DB 1848 - PG 331HORACE B. HOOPER, JR.DB 315 - PG 351DB 1826 - PG 271MILTON R. HARTLEYDB 184 - PG 373DB 145 - PG 280DB 167 - PG 687HARBRINGER LAND & TIMBER, LLCHARBRINGER LAND & TIMBER, LLCDB 1826- PG 270HHHHUNITED CHURCHCOLINGTONLN BSTCOLINGWOOD PB G - PG 188DB 1703 - PG 256EDWARD G. COLLIERDB 2089 - PG - 845EMERALD COLINGTON RD HOLDINGS LLCLUIS RODRIGEZ JRBRYAN J. BYRDDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDIR. ONLY15" HDPEC
H
O
R
D = 165.92
D = 66°58'50.46"
E
XISTIN
G R/WCHORD = 106.61'D = 12°35'29.70"EXI
STI
NG R/W CHORD = 225.05'R = 268.73'EXISTING R/W363840414243444541404404404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED8R-5014NAD 83/NA 2011SEE SHEET 7MATCH LINE -L- STA. 66+50.00
SEE
SHEET
9
M ATCH
L
INE
-L
- STA
. 80+
00
.00GTD = GRADE TO DRAINSEE SHEET 30 FOR -Y2- AND -Y3- PROFILESEE SHEETS 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAINSEE DETAL 'A'SPECIAL CUT DITCH12" RCP-IV RETAINRETAINRIP RAP44 TONS CLASS BSEE DETAIL 'H'TOE PROTECTIONRIP RAP226 TONS CLASS BSEE DETAIL 'I'TOE PROTECTIONDIGRADE TO DRAIN18" RCP-IV DI18" RCP-IV REMOVE24" RCP-IV24" RCP-IVSEE DETAIL 'AA'CUT DITCHFlatter4:1 orD3:1( Not to Scale)CUT DITCHFROM -L- STA. 69+12 TO STA. 69+50 RTMin. D= 1.5 Ft.DETAIL AASlopeDitchFrontGroundNaturalSEE DETAIL 'J'SPECIAL CUT DITCHF
L
A
T
T
E
R
3:1
O
RD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 70+50 TO STA. 71+00 RTDETAIL JMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 76+73 TO STA. 80+50 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontDRAINGRADE TOFROM -L- STA. 72+18 TO STA. 74+30 LTFill Slope3:1 or Flatterb=5 Ft.d=1.5 Ft.230 SY GeotextileType of Liner= 226 TONS Class B Rip-RapbDETAIL IGroundNatural( Not to Scale)TOE PROTECTIONdGeotextile7 SY Geotextile2 TONS CL B RIP RAP11
S
Y Ge
ote
xtile
C
L
B
RIP
R
AP
3
T
ONS
7
S
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xtileCL B RI
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2 TONS ( Not to Scale)TOE PROTECTIONdFL
A
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R
3:1
O
RFROM -L- STA. 74+30 TO STA. 74+53 LTDETAIL H25 SY GeotextileType of Liner= Class B Rip-Rapd=1.5 Ft.GROUNDNATURALSLOPEFILLGEOTEXTILEGTD11 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTEND FFFFFFFCFCFCFCFCFCFCFF
F
F
F F
F
F
F
FFC
F CFFFF
F F
C
F
CFCFCFCFCFCC FFFFFF
FFFFF
F F
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh08.dgncafreeman21/8/2018SHEET 9 OF 41PERMIT DRAWINGFILL IN WETLANDFILL IN WETLANDHAND CLEARINGHAND CLEARINGHAND CLEARINGFILL IN WETLANDHAND CLEARINGSITE 4SITE 5SITE 6V10=1.8fpsQ10=1.6cfsHAND CLEARING70+00
75+0048" CHL36" WD72" W
D
36" WD36
" WD
D
K
DK
G
RRUINSCONC C
O
N
C CONCCONC48" W D
STEPS
CONC CONCGRGRCONCDK36" CHL36" CHLCONC
GR
DK72" WD
72"
W
D72" WD
D
K
DK
DK
DKDK GR
SOILCONCBST
CONCCONCCONCCONCGRC
O
N
C
CONCG
R GRGRGRCOL
INGTON
RD

3
0
.8'
B
STCOLINGTON RD 36.0' BSTSANDPIPER RD 20.0' BSTCOLINGTON RD 24.3' BSTCMEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXIS TIN G R/WEXISTING R/
W
EXI
STI
NG R/WEXIS
TI
NG R/WE
X
IS
T
IN
G
R
/W
EX
IST
ING
R
/W
EXISTING R/
W
EXISTING R/WEXISTING R/WF
OUNDNO DE
E
D
REF
SS 4901 GP
R
OP
OSE
D
R/WDB 1932 - PG 176PB I - PG 72PB E - PG 246DB 1928 - PG 242PB 4 - PG 96COLINGTON HARBOUR ASSOC.DB 167 - PG 687DB 142 - PG 348DB 212 - PG 55PB 3 - PG 12MARY MARTHA ALDERTONDB 1028 - PG 408PB 4 - PG 56AMY L. BEASLEYDB 1859 - PG 180PB 4 - PG 56BRIAN BYRDDB 1801 - PG 419PB 4 - PG 56DB 1970 - PG 421PB 4 - PG 56HOWARD E. SIMMONS, 3RDDB 1675 - PG 188PB 4 - PG 56NANCY Z. ROTENDB 1821 - PG 229PB 4 - PG 56VIOLA P. WHITEDB 655 - PG 753DB C - PG 274DB 291 - PG 748DB 167 - PG 687DB 315 - PG 351DB 1848 - PG 331HORACE B. HOOPER, JR.DB 315 - PG 351DB 1826 - PG 271MILTON R. HARTLEYDB 184 - PG 373DB 145 - PG 280DB 167 - PG 687HARBRINGER LAND & TIMBER, LLCHARBRINGER LAND & TIMBER, LLCDB 1826- PG 270HHHHUNITED CHURCHCOLINGTONLN BSTCOLINGWOOD PB G - PG 188DB 1703 - PG 256EDWARD G. COLLIERDB 2089 - PG - 845EMERALD COLINGTON RD HOLDINGS LLCLUIS RODRIGEZ JRBRYAN J. BYRDDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIPDIR. ONLY15" HDPEC
H
O
R
D = 165.92
D = 66°58'50.46"
E
XISTIN
G R/WCHORD = 106.61'D = 12°35'29.70"EXI
STI
NG R/W CHORD = 225.05'R = 268.73'EXISTING R/W363840414243444541404404404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED8R-5014NAD 83/NA 2011SEE SHEET 7MATCH LINE -L- STA. 66+50.00
SEE
SHEET
9
M ATCH
L
INE
-L
- STA
. 80+
00
.00GTD = GRADE TO DRAINSEE SHEET 30 FOR -Y2- AND -Y3- PROFILESEE SHEETS 22 AND 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAINSEE DETAL 'A'SPECIAL CUT DITCH12" RCP-IV RETAINRETAINRIP RAP44 TONS CLASS BSEE DETAIL 'H'TOE PROTECTIONRIP RAP226 TONS CLASS BSEE DETAIL 'I'TOE PROTECTIONDIGRADE TO DRAIN18" RCP-IV DI18" RCP-IV REMOVE24" RCP-IV24" RCP-IVSEE DETAIL 'AA'CUT DITCHFlatter4:1 orD3:1( Not to Scale)CUT DITCHFROM -L- STA. 69+12 TO STA. 69+50 RTMin. D= 1.5 Ft.DETAIL AASlopeDitchFrontGroundNaturalSEE DETAIL 'J'SPECIAL CUT DITCHF
L
A
T
T
E
R
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RD3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 70+50 TO STA. 71+00 RTDETAIL JMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 76+73 TO STA. 80+50 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontDRAINGRADE TOFROM -L- STA. 72+18 TO STA. 74+30 LTFill Slope3:1 or Flatterb=5 Ft.d=1.5 Ft.230 SY GeotextileType of Liner= 226 TONS Class B Rip-RapbDETAIL IGroundNatural( Not to Scale)TOE PROTECTIONdGeotextile7 SY Geotextile2 TONS CL B RIP RAP11
S
Y Ge
ote
xtile
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RFROM -L- STA. 74+30 TO STA. 74+53 LTDETAIL H25 SY GeotextileType of Liner= Class B Rip-Rapd=1.5 Ft.GROUNDNATURALSLOPEFILLGEOTEXTILEGTD11 LF OF 36" CAAPEXISTING 36" CMP WITHCOLLAR AND EXTEND FFFFFFFCFCFCFCFCFCFCFF
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3:1
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3:1
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0 6
0 5
0 4
0 3
0 2
01
00
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0 3
0 4
0 5
0 6
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26.4' BST60.00'JLS PROPERTIES, LLCDB 1716 - PG 87GARY D. CRANE, JR.DB 1588 - PG 286DB 1244 - PG 276EVELYN G. CARLISLEDB 1678 - PG 235PB G - PG 202EVELYN G. CARLISLEDB 1678 - PG 235PB G - PG 202ROCKY D. MIDGETTEDB 1560 - PG 261DB 1652 - PG 275TANYA TILLETT CROWDB 786 - PG 561PB C - PG 198DCOUNTY OF DAREDB 1673 - PG 406PB G - PG 190LGI LAND NC, LLCDB 1673 - PG 409PB G - PG 190HHEOI
EOI
WILLIAMS DR 18.0' BST
COLINGTON CREEK, LLCDB 1545 - PG 196RD 18.0' BSTSCHOOL HOUSE DAVID A. SHAWDB 1851 - PG 354PB G - PG 264FUNNEL DRAI
NDI
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NDI
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L
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YDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP45DB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP44454647484944A404404404404404404404CAMACAMACAMA404Mitigation SiteCollington Cut DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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SEE SHEET 10MATCH LINE -L- STA. 93+00.00NAD 83/NA 2011SEE SHEET 31 FOR -Y3A- PROFILESEE SHEET 23 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTE:GRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH18" RCP-IV 18" RCP-IV 12" RCP-IV CURB CUTPROPOSED OUT FUNNEL DRAINRETAIN AND CLEAN OUT FUNNEL DRAINRETAIN AND CLEAN OUT FUNNEL DRAINRETAIN AND CLEAN REMOVEREMOVE.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 81+25 TO STA. 84+76 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 76+73 TO STA. 80+50 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontDETAIL 'A'DITCH SEE SPECIAL CUT 7 SY Geotextile2 TONS CL B RIP RAPDRAINTOGRADECFCFCCCFFCFCFCCCCCF
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EOI
WILLIAMS DR 18.0' BST
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YDB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP45DB 2111 - PG 614LIBERTY CHRISTIAN FELLOWSHIP44454647484944A404404404404404404404CAMACAMACAMA404Mitigation SiteCollington Cut DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED9R-5014SEE SHEET 8MATCH LINE -L- STA. 80+00.00
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_37.dgncafreeman210/24/2017
WLBWLBWLBWLBSITE 7SITE 7SITE 7SITE 7SHEET 15 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh10.dgncafreeman21/8/2018SHEET 16 OF 41PERMIT DRAWINGFOR ENLARGEMENTSEE SHEET 18 OF 41SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SURFACE WATER IMPACTFILL IN WETLANDHAND CLEARINGSITE 8SITE 9FILL IN WETLANDV10=1.1fpsQ10=3.1cfsV10=0.7fpsQ10=1.2cfsHAND CLEARING100+00105+0095+00GR3
6" WDWD PIER3
6
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TCONC C&GCONC C&G60.00'C
M15' EASEMENT PCC, SL197A10' EASEMENT PCC, SL197AACCESS EASEMENT PCE, SL345
EXI
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TI
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R/W50.00'DAVID A. SHAWDB 1851 - PG 354PB G - PG 264COLINGTON CREEK, LLCDB 1545 - PG 196COLINGTON CREEK, LLCDB 1545 - PG 196PB E - PG 345REGINA OUTLAW ZEINERDB 1810 - PG 242PB E - PG 345WILLIAM JOSEPH MEYERS, JR.DB 1875 - PG 89PB C - PG 197ACODY JACOB HUDOCKDB 1798 - PG 164GARY GENE BEASLEYDB 1071 - PG 37DB 1591 - PG 86MARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 197ADB 1539 - PG 223COLINGTON VENTURESDB 1880 - PG 59PB C - PG 197APB C - PG 122DBRANDON BEASLEYDB 1832 - PG 450PB G - PG 39919.0' BST
COLINGTON POINT DUNSTAN, JR.GARLAND H. 5958656653PB G - PG 300DB 1702 - PG 237DEVELOPERS, LLCCOLINGTON POINT PB G - PG 300DB 1677 - PG 203DEVELOPERS, LLCCOLINGTON POINTPB D - PG 398DB 1390 - PG 278MAYNARD R. OUTLAWPB D - PG 398DB 1164 - PG 389JASPER DONNIE GAMIELDB 365 - PG 842JANICE WILLIAMS O'NEALPB G - PG 264DB 1673 - PG 409LGI LAND NC, LLC50K. ARCHERCHRISTOPHER DB 2018 - PG 531AVA COL SOL JOHNSONDB 2034 - PG 987ROBERT SHANE MOOREFIELDDRAIN 60" CMP495051525459555657606162636465665358595865665350CAMACAMACAMACAMACAMACAMACAMA404404CAMADOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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1
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V WAYPIER TO RIGHT OFREMOVE WOODENRETAIN.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 99+76.92 TO STA. 104+10 LTDETAIL BMin. D=1.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 98+10 TO STA. 99+76.92 RTFROM -L- STA. 97+50 TO STA. 98+10 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 99+76.92 TO STA. 103+85 RTFROM -L- STA. 96+20 TO STA. 99+76.92 LTFROM -L- STA. 95+75 TO STA. 97+25 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontRCP-IV 12"R
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P-I
V
15"
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P-I
V
12"23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITH COLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND6 LF OF 60" CAAPEXISTING 60" CMP WITHCOLLAR AND EXTENDFFFFFFFFFCFCFCCCCCCCCC
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6" WDWD PIER3
6
" WD36" WDFLOWERBEDFLOWERBEDCONCBST48" ROPE36" WDW
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2.
1' BS
TCONC C&GCONC C&G60.00'C
M15' EASEMENT PCC, SL197A10' EASEMENT PCC, SL197AACCESS EASEMENT PCE, SL345
EXI
S
TI
NG R/WE
XIS
TIN
G
R/W50.00'DAVID A. SHAWDB 1851 - PG 354PB G - PG 264COLINGTON CREEK, LLCDB 1545 - PG 196COLINGTON CREEK, LLCDB 1545 - PG 196PB E - PG 345REGINA OUTLAW ZEINERDB 1810 - PG 242PB E - PG 345WILLIAM JOSEPH MEYERS, JR.DB 1875 - PG 89PB C - PG 197ACODY JACOB HUDOCKDB 1798 - PG 164GARY GENE BEASLEYDB 1071 - PG 37DB 1591 - PG 86MARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 197ADB 1539 - PG 223COLINGTON VENTURESDB 1880 - PG 59PB C - PG 197APB C - PG 122DBRANDON BEASLEYDB 1832 - PG 450PB G - PG 39919.0' BST
COLINGTON POINT DUNSTAN, JR.GARLAND H. 5958656653PB G - PG 300DB 1702 - PG 237DEVELOPERS, LLCCOLINGTON POINT PB G - PG 300DB 1677 - PG 203DEVELOPERS, LLCCOLINGTON POINTPB D - PG 398DB 1390 - PG 278MAYNARD R. OUTLAWPB D - PG 398DB 1164 - PG 389JASPER DONNIE GAMIELDB 365 - PG 842JANICE WILLIAMS O'NEALPB G - PG 264DB 1673 - PG 409LGI LAND NC, LLC50K. ARCHERCHRISTOPHER DB 2018 - PG 531AVA COL SOL JOHNSONDB 2034 - PG 987ROBERT SHANE MOOREFIELDDRAIN 60" CMP495051525459555657606162636465665358595865665350CAMACAMACAMACAMACAMACAMACAMA404404CAMADOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED10R-5014NAD 83/NA 2011SEE SHEET 9MATCH LINE -L- STA. 93+00.00SEE SHEET
1
1MATCH LI
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-L- STA.
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0.00SEE SHEET 31 FOR -Y3B- AND -Y3C- PROFILESEE SHEET 23 AND 24 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:GRADE TO DRAIN48" CMPEXTEND EXISTING15"
R
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V 12" RCP-
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V 12" RCP-
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P-I
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12"23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND23 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITH COLLAR AND EXTEND2 LF OF 48" CAAPEXISTING 48" CMP WITHCOLLAR AND EXTEND6 LF OF 60" CAAPEXISTING 60" CMP WITHCOLLAR AND EXTENDFFFFFFFFFCFCFCCCCCCCCC
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFHCHCCLEARINGDENOTES HANDDARE COUNTYPROJECT: R-5014 (41162.1.1)10/25/17 SHEET 18 OF 41R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_enlargment_psh10.dgncafreeman210/26/2017PLAN VIEWNCDOTDIVISION OF HIGHWAYSSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SURFACE WATER IMPACTFILL IN WETLANDHAND CLEARINGSITE 9105+00WD PIER3
6
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_41.dgncafreeman210/24/2017 WLBWLBWLBSITE 8SITE 8SITE 8SHEET 19 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_46.dgncafreeman210/24/2017
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PROJ. REFERENCE NO.SHEET NO.0551010005510100055101000551010005510100055101000X-46R-50142.55104+00.00104+50.00105+00.00105+50.00103+50.00103+00.002.402.402.403:1
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10.0600.0600.853:13:11.052.472.472.470.0600.0606.9:13:11.003:
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120+00115+00
125+00HEADSTONESWALLDISTURBDO NOT WALLEXISTINGSOIL36" WD36" WD36" CHL24" BKCEMETARYCONCCONCGRPUMP STATION48" ROPEBST
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CONCGR60" WD72" CHLGR36" CHLCONCCONCCONCORLANDO MEEKINS LN CONC36" CHL48" CHLBSTGRDKGRARBORSOI
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M COLINGTON POINT DEVELOPERS, LLCDB 1702 - PG 237PB G - PG 300STANLEY W. MOOREDB 898 - PG 262PB C - PG 122DMARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 122DCEMETARYPB C - PG 122DPB C - PG 122DJUDY M. DEAVERDB 1615 - PG 364PB C - PG 122DCAROLINA TELEPHONEDB 1763 - PG 45PB C - PG 182EJAMES FRANKLIN MOOREDB 745 - PG 712PB C - PG 91CMILDRED B. BYRUMDB 1566 - PG 184MURRAY EUGENE BRIDGESDB 232 - PG 579CLAUDE H. EUREDB 1590 - PG 249WILLIAM WALTER LADOW, JR.DB 1907 - PG 271PB H - PG 65JAMES M. SMITHDB 1878 - PG 198DB 1473 - PG 41PB H - PG 65SANDRA JEAN LADOWJIMMIE D. SUMMERELLDB 12E - PG 172PB 8 - PG 14CHARLOTTE M. BEASLEYDB 142 - PG 189PB 8 - PG 14DAVIE L. FLOYDDB 1845 - PG 233DB 1669 - PG 363HHHHWATERSEDGE RD 19.5' BST7374717219.5' BSTMARSHY RIDGE RDPB C - PG 111CPB C - PG 91CDB 1900 - PG 487MARSHY RIDGE RETREAT75PB C - PG 122DDB 2034 - PG 987ROBERT SHANE MOOREWB 16E - PG -103JUDY M. DEAVERDB 1981 - PG 765COLLINGTON POINTE LLCDB 1948 - PG 114COLLINGTON RD LLCFIE
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COLINGTON RD 64666768697172737576807778798384818270747372717574CAMACAMACAMACAMAREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED11R-5014NAD 83/NA 2011
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2
" RCP-I
V
1
2
" RCP-I
V
12"
R
C
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V 18" RCP-IV 18" RCP-IV REQ SLOPE = 0.002 FT/FTDDE QTY = 2.9 CYSEE DETAIL 'D'STANDARD V DITCH18" RCP-IV 12"
R
C
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V
18" RCP-IV SEE DETAIL 'C'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXISTING BERM TIE PROPOSED BERM TO SEE DETAIL NBERM18" RCP-IV FILL SLOPE AT ELEV. 4.1'TIE PROPOSED BERM TO 3:1D ( Not to Scale)SPECIAL CUT DITCH W/ EARTHEN BERMDETAIL NSlopeDitchFrontGroundNaturalFROM -L- STA. 108+25 TO STA. 111+00 LT3:1GroundNaturalROWdVariable3:1
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M COLINGTON POINT DEVELOPERS, LLCDB 1702 - PG 237PB G - PG 300STANLEY W. MOOREDB 898 - PG 262PB C - PG 122DMARK D. NUNEMAKERDB 1615 - PG 366PB C - PG 122DCEMETARYPB C - PG 122DPB C - PG 122DJUDY M. DEAVERDB 1615 - PG 364PB C - PG 122DCAROLINA TELEPHONEDB 1763 - PG 45PB C - PG 182EJAMES FRANKLIN MOOREDB 745 - PG 712PB C - PG 91CMILDRED B. BYRUMDB 1566 - PG 184MURRAY EUGENE BRIDGESDB 232 - PG 579CLAUDE H. EUREDB 1590 - PG 249WILLIAM WALTER LADOW, JR.DB 1907 - PG 271PB H - PG 65JAMES M. SMITHDB 1878 - PG 198DB 1473 - PG 41PB H - PG 65SANDRA JEAN LADOWJIMMIE D. SUMMERELLDB 12E - PG 172PB 8 - PG 14CHARLOTTE M. BEASLEYDB 142 - PG 189PB 8 - PG 14DAVIE L. FLOYDDB 1845 - PG 233DB 1669 - PG 363HHHHWATERSEDGE RD 19.5' BST7374717219.5' BSTMARSHY RIDGE RDPB C - PG 111CPB C - PG 91CDB 1900 - PG 487MARSHY RIDGE RETREAT75PB C - PG 122DDB 2034 - PG 987ROBERT SHANE MOOREWB 16E - PG -103JUDY M. DEAVERDB 1981 - PG 765COLLINGTON POINTE LLCDB 1948 - PG 114COLLINGTON RD LLCFIE
L
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COLINGTON RD 64666768697172737576807778798384818270747372717574CAMACAMACAMACAMAREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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2
" RCP-I
V
1
2
" RCP-I
V
12"
R
C
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V 18" RCP-IV 18" RCP-IV REQ SLOPE = 0.002 FT/FTDDE QTY = 2.9 CYSEE DETAIL 'D'STANDARD V DITCH18" RCP-IV 12"
R
C
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18" RCP-IV SEE DETAIL 'C'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXISTING BERM TIE PROPOSED BERM TO SEE DETAIL NBERM18" RCP-IV FILL SLOPE AT ELEV. 4.1'TIE PROPOSED BERM TO 3:1D ( Not to Scale)SPECIAL CUT DITCH W/ EARTHEN BERMDETAIL NSlopeDitchFrontGroundNaturalFROM -L- STA. 108+25 TO STA. 111+00 LT3:1GroundNaturalROWdVariable3:1
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C
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C
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0
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MP82848586878889 90919293949596979899103100101102103888284101103CAMACAMACAMA404404404404404Mitigation SiteCollington CreekDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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V DICOLLAREX. 18"CMP RETAIN 12" RCP-IV EST. DDE= 1CYSLOPE= 0.2604%SEE DETAIL DSTANDARD 'V' DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCH12" RCP-IV 12" RCP-IV 12" RCP-IV 12" RCP-IV REMOVE EXIST. 8" HDPEAPPROX. 24' EXIST. 3@24"RCPCOLLAR AND EXTENDNATURAL GROUND ELEVATIONSTIE DITCH TO NATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 12" RCP RETAIN SEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'F'SPECIAL CUT DITCH.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 135+50 TO STA. 137+32 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontGroundNatural3:13:1D ( Not to Scale)STANDARD 'V' DITCHFROM -L- STA. 137+32 TO STA. 137+65 RTMin. D=Var., 0-0.5 FTDETAIL DGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH3:1DFROM -L- STA. 131+40 TO STA. 134+70 LTFROM -L- STA. 127+64 TO STA. 129+10 LTMin. D=Var., 0-1 FTDETAIL EGroundNatural
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135+00
140+00
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S
T
18" CMP82848586878889 90919293949596979899103100101102103888284101103CAMACAMACAMA404404404404404Mitigation SiteCollington CreekDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED12R-5014NAD

8
3
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2
0
1
1SEE SHEET 11MATCH LINE -L- STA. 125+50.00SEE SH EET 13
M ATCH LINE -L- STA. 142+00.00SEE SHEET 25 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS.DESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:12" RCP-
I
V DICOLLAREX. 18"CMP RETAIN 12" RCP-IV EST. DDE= 1CYSLOPE= 0.2604%SEE DETAIL DSTANDARD 'V' DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCHSEE DETAIL 'E'SPECIAL LATERIAL DITCH12" RCP-IV 12" RCP-IV 12" RCP-IV 12" RCP-IV REMOVE EXIST. 8" HDPEAPPROX. 24' EXIST. 3@24"RCPCOLLAR AND EXTENDNATURAL GROUND ELEVATIONSTIE DITCH TO NATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 12" RCP RETAIN SEE DETAIL 'A'SPECIAL CUT DITCHSEE DETAIL 'F'SPECIAL CUT DITCH.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 135+50 TO STA. 137+32 RTDETAIL AMin. D=1.0 Ft.GroundNaturalSlopeDitchFrontGroundNatural3:13:1D ( Not to Scale)STANDARD 'V' DITCHFROM -L- STA. 137+32 TO STA. 137+65 RTMin. D=Var., 0-0.5 FTDETAIL DGroundNatural( Not to Scale)SPECIAL LATERAL 'V' DITCH3:1DFROM -L- STA. 131+40 TO STA. 134+70 LTFROM -L- STA. 127+64 TO STA. 129+10 LTMin. D=Var., 0-1 FTDETAIL EGroundNatural
3:1 SlopeFill.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 129+30 TO STA. 135+10 RTDETAIL FMin. D=Var., 0-1 FTGroundNaturalSlopeDitchFront12" RCP-IV 12" RCP-IV
.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 127+75 TO STA. 129+00 RTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFront12" RCP-IV RCP-IV 12"RCP-IV 12"SEE DETAIL 'C'SPECIAL CUT DITCHOF 18"CAAP.EX. 18"CMP WITH APROX. 8.5'COLLAR AND EXTEND RCP-IV 12" TB 2GI-DTBJBw/MHCONVERT to 130+00
135+00
140+00828485868788 8990919293949596979899103100101102103888284101103PCF, SL 368POWER EASEMENT30.00'EI
P
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EXI
S
TI
NG R/WEXI
STI
NG R/WEXISTING R/WEXISTING R/WEI
PACCESS EASEMENT PCE, SL 525DB 1845 - PG 233DB 1669 - PG 363 HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525LARRY REID PARKERDB 656 - PG 343SANDRA BEASLEY NEALDB 1823 - PG 222DARRELL BEASLEYDB 1871 - PG 374PB H - PG 270JAMIE S. PARKER, SR.DB 1000 - PG 749DALE BEASLEYDB 668 - PG 52PB H - PG 270ADRIAN S. BRIDGESDB 1143 - PG 287PB F - PG 368DAVID C. CREECYDB 1826 - PG 39BILLY CONRAD BEASLEYDB 844 - PG 762JERRY M. CREEFDB 1286 - PG 836PB F - PG 368ANDREW R. OTTAVIODB 1928 - PG 281PB 1 - PG 97PB F - PG 368BILLY CONRAD BEASLEYDB 839 - PG 104PB 1 - PG 97CARSON LEE BEASLEYJAMIE SCOTT PARKERDB 769 - PG 658DB 647 - PG 1058882PB 1 - PG 97DB 1359 - PG 315CHESTER W. SMITH, 3RDPB 1 - PG 97DB 1586 - PG 155COLINGTON MOBILE HOME PARKDB 866 - PG 816GEORGE THOMAS BEASLEYPB 8 - PG 14DB 142 - PG 189CHARLOTTE M. BEASLEYDB 1669 - PG 363DB 1845 - PG 233DAVIE L. FLOYD84101103KIMBERLY PAIGE MURRYWB E - PG 353CFCF FF FFC C CC FC F
F
CFCCCCCCCCCCCFCFCFCCCC
FCCCFFFFFFFFFFFFFFFFFFFFFFFFF
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F
CFCCCCCCCCCCCFCFCFCCCC
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-1-1-1
-1-
1
-1-1-1-1-1
-1-1-1-100
0 00
0000 00000
0000000
000 00 000000
00000
000
0
0
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0
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111 111111
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1
1
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2
2 222
22
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22
22 22
2
22 222222
22222 2222 2222
2
2
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3
3
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3 44
4 44444444
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY DARE COUNTYPROJECT: R-5014 (41162.1.1) SHEET 27 OF 41R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_enlargment_psh12.dgncafreeman21/8/2018PLAN VIEWNCDOTDIVISION OF HIGHWAYS1/2/18HCHCCLEARINGDENOTES HANDV10=1.5fpsQ10=0.5cfs12" DRIVE PIPESITE 12WETLANDFILL IN CAMASURFACE WATER IMPACTSWATER IMPACTSTEMPORARY SURFACE V10=0.8fpsQ10=3.8cfsWATER IMPACTSTEMPORARY SURFACE CAMA WETLANDHAND CLEARING IN CONC 36" WDSOILCONC
CONCSOILSOIL
SOILSOILBEASLEY LANE SOILCOLINGTON RD 21.6' BST
SOILACCESS EASEMENT PCE, SL 525CHARLOTTE M. BEASLEY HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525CARSON LEE BEASLEYKIMBERLY PAIGE MURRYWB E - PG 353FIELDDRAIN 828485868990CAMACAMA SEE SHEET 11MATCH LINE -L- STA. 125+50.00SEE DETAIL 'E'SPECIAL LATERIAL DITCH12" RCP-IV 12" RCP-IV APPROX. 24' EXIST. 3@24"RCPCOLLAR AND EXTEND12" RCP-IV 12" RCP-IV 12" RCP-IV
RCP-IV 12"SEE DETAIL 'C'SPECIAL CUT DITCH828485868990C
MEIP ACCESS EASEMENT PCE, SL 525HAROLD E. GESSFORDDB 402 - PG 194PB 8 - PG 14JOBY LANE BEASLEYDB 772 - PG 743DB 454 - PG 461PB E - PG 525CARSON LEE BEASLEYKIMBERLY PAIGE MURRYWB E - PG 353CFCF
F
F
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F C
C
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_57.dgncafreeman210/24/2017 WLBSITE 13SHEET 28 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-57R-50142.55128+50.00129+00.00129+50.00130+00.00130+50.00130+98.953:
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0.0600.0603:13:
13:12.092.243:
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0.0600.0603:13:
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1
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_59.dgncafreeman210/24/2017 WLBSITE 14SHEET 29 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-59R-50142.55134+50.00135+00.00135+50.00136+00.00136+50.00133+95.793:
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13:10.0600.0600.830.0600.0603:11.073:1
3:
13:10.0600.0600.770.0600.0603:11.023:1
3:
13:10.0600.0600.783:1
0.0600.0603:
1
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1
0.0600.0603:13:
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_60.dgncafreeman210/24/2017 WLBSITE 15SHEET 30 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-60R-50142.55137+00.00137+50.00138+00.00138+50.00139+00.00137+08.694:10.0040.0041.173:13:
1 4:10.0000.0001.153:13:
1 3:14:10.0200.0203:10.0400.0404:14:10.0400.0404:10.0400.0408.6:1
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh14.dgncafreeman21/8/2018SHEET 31 OF 41PERMIT DRAWINGL STA. 163+08 TO 173+60 LT.2:1 SLOPES USING ROCK PLATING FROMHCHCCLEARINGDENOTES HANDV10=0.54fpsQ10=0.48cfsV10=2.0fpsQ10=1.9cfs15" DRIVE PIPEFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDSITE 16SITE 16SITE 17FILL IN WETLANDSAVHAND CLEARINGWETLANDFILL IN CAMA155+00
160+00
165+0048" CHL48" CHL48" CHLCONCSOIL12" WD POSTSWD PIER WD PIERWD DOCK72" WD
72" WDCONC WD PIERWD PIER
CONCSOILSOI
LS
OI
LDKCONC
SOILSOILSOILSOILSOIL
SO
IL
SO
IL
COLINGTON RD 23.3' BSTCOLINGTON RD 23.9' BSTCREEKSIDE LANE SOIL
WALKABOUT LANE SOIL
PC2, SL 209UTILITY EASE5.00'CMEXISTING R/WEXISTI
NG R/WEXISTING R/WEXISTING R/WNC DEPARTMENT OF TRANSPORTATIONDB 357 - PG 709PB D - PG 328WALKABOUT, LLCDB 1781 - PG 7ARGIE SHULTZDB 1221 - PG 301PB 2 - PG 209FAY B. MAJORDB 1681 - PG 193PB 2 - PG 209ARGIE SHULTZDB 958 - PG 497PB 2 - PG 209DB 1041 - PG 743PB 2 - PG 209J. FRAZIER EDWARD TTEEDB 1790 - PG 117J. CARL HAYESDB 427 - PG 134PB C - PG 7BDARE COUNTYDB 922 - PG 519PB C - PG 7BHH12" CMPWILLENE P. SIMPSONDB 312 - PG 926SOILCONCCONCRALPH DEAN BEASLEY HEIRSWB 14E - PG 240DB 1964 - PG 309WALKABOUT LLCWB E - PG 125DABNEY & KIM SHORTWB E - PG 125DABNEY & KIM SHORTDB 1781 - PG 7WALKABOUT, LLCDB 2071 - PG 204TANYA N. HILLJASON B. HILLCHERYL M. JEFFERSW.E. BENNETTF
IELD
DRA
IN
FIELDDRAIN STST106107108110111112113114115116105109CAMACAMA4
0
4 Mitigation SiteCollington Creek
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED14R-5014NAD 83/NA 2011SEE SHEET 13MATCH LINE -L- STA. 154+50.00SEE SHEET 15MATCH LINE -L- STA. 168+00.00SEE SHEET 26 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS AND HORIZONTAL SSDDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:12" CMPRETAIN EXIST.EXIST. 12" CMP INVERTTIE DITCH TO SEE DETAIL 'G'SPECIAL CUT DITCH15" RCPREMOVE EXIST.15" RCP-
I
V SEE DETAIL 'F'SPECIAL CUT DITCHDITCHTIE PROP. CUT DITCH TO EXISTINGSEE DETAIL 'F'SPECIAL CUT DITCHGRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-IV15" RCP-IV15" RCP-IVNATURAL GROUND ELEVATIONSTIE DITCH TO Flatter
4:1 orDFlatter6:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 155+57 TO STA. 156+14 RTDETAIL GMin. D= 0.5 Ft.SlopeDitchFrontGroundNaturalFlatter
4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+80 TO STA. 163+61 RTFROM -L- STA. 158+00 TO STA. 161+41 RTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNatural.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+20 TO STA. 162+88 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontFFFCCFFFFFFFCFCFCFFCFCCCCCCFFCFFFFFFFFFFFFFFFFFFFFFFFFFF
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFEEIN WETLANDDENOTES EXCAVATIONSSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh14.dgncafreeman21/8/2018SHEET 32 OF 41PERMIT DRAWINGL STA. 163+08 TO 173+60 LT.2:1 SLOPES USING ROCK PLATING FROMHCHCCLEARINGDENOTES HANDV10=0.54fpsQ10=0.48cfsV10=2.0fpsQ10=1.9cfs15" DRIVE PIPEFILL IN CAMA WETLAND SURFACE WATER IMPACTSFILL IN SAVFILL IN SAVSURFACE WATER IMPACTSFILL IN SAVFILL IN SAVFILL IN WETLANDSITE 16SITE 16SITE 17FILL IN WETLANDSAVHAND CLEARINGWETLANDFILL IN CAMA155+00
160+00
165+0048" CHL48" CHL48" CHLCONCSOIL12" WD POSTSWD PIER WD PIERWD DOCK72" WD
72" WDCONC WD PIERWD PIER
CONCSOILSOI
LS
OI
LDKCONC
SOILSOILSOILSOILSOIL
SO
IL
SO
IL
COLINGTON RD 23.3' BSTCOLINGTON RD 23.9' BSTCREEKSIDE LANE SOIL
WALKABOUT LANE SOIL
PC2, SL 209UTILITY EASE5.00'CMEXISTING R/WEXISTI
NG R/WEXISTING R/WEXISTING R/WNC DEPARTMENT OF TRANSPORTATIONDB 357 - PG 709PB D - PG 328WALKABOUT, LLCDB 1781 - PG 7ARGIE SHULTZDB 1221 - PG 301PB 2 - PG 209FAY B. MAJORDB 1681 - PG 193PB 2 - PG 209ARGIE SHULTZDB 958 - PG 497PB 2 - PG 209DB 1041 - PG 743PB 2 - PG 209J. FRAZIER EDWARD TTEEDB 1790 - PG 117J. CARL HAYESDB 427 - PG 134PB C - PG 7BDARE COUNTYDB 922 - PG 519PB C - PG 7BHH12" CMPWILLENE P. SIMPSONDB 312 - PG 926SOILCONCCONCRALPH DEAN BEASLEY HEIRSWB 14E - PG 240DB 1964 - PG 309WALKABOUT LLCWB E - PG 125DABNEY & KIM SHORTWB E - PG 125DABNEY & KIM SHORTDB 1781 - PG 7WALKABOUT, LLCDB 2071 - PG 204TANYA N. HILLJASON B. HILLCHERYL M. JEFFERSW.E. BENNETTF
IELD
DRA
IN
FIELDDRAIN STST106107108110111112113114115116105109CAMACAMA4
0
4 Mitigation SiteCollington Creek
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED14R-5014NAD 83/NA 2011SEE SHEET 13MATCH LINE -L- STA. 154+50.00SEE SHEET 15MATCH LINE -L- STA. 168+00.00SEE SHEET 26 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUS AND HORIZONTAL SSDDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:12" CMPRETAIN EXIST.EXIST. 12" CMP INVERTTIE DITCH TO SEE DETAIL 'G'SPECIAL CUT DITCH15" RCPREMOVE EXIST.15" RCP-
I
V SEE DETAIL 'F'SPECIAL CUT DITCHDITCHTIE PROP. CUT DITCH TO EXISTINGSEE DETAIL 'F'SPECIAL CUT DITCHGRADE TO DRAINSEE DETAIL 'C'SPECIAL CUT DITCH12" RCP-IV15" RCP-IV15" RCP-IVNATURAL GROUND ELEVATIONSTIE DITCH TO Flatter
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4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+80 TO STA. 163+61 RTFROM -L- STA. 158+00 TO STA. 161+41 RTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNatural.3:1D3:1( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 161+20 TO STA. 162+88 LTDETAIL CMin. D=0.5 Ft.GroundNaturalSlopeDitchFrontFFFCCFFFFFFFCFCFCFFCFCCCCCCFFCFFFFFFFFFFFFFFFFFFFFFFFFFF-2-1-1-1-
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SITE 16WLBSAVSAVSITE 16SITE 16SAVR:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_69.dgncafreeman210/24/2017
SHEET 33 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-69R-50142.55163+00.00163+50.00164+00.00164+50.00165+00.00165+50.003:1
4:10.0200.0203:1
3:
10.0200.0201.723:
14:10.0200.0202.020.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING3:10.0200.0203:10.0200.0202:1ROCK PLATING
SITE 16SAVSITE 16SAVWLBSITE 18WLBWLBWLBWLBSITE 17SITE 17SITE 16R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_70.dgncafreeman210/24/2017
SHEET 34 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-70R-50142.55166+00.00166+50.00167+00.00167+50.00168+00.00167+30.600.0190.0203:10.0190.0202:1ROCK PLATING0.0040.0203:10.0040.0202:1ROCK PLATING3:10.0280.0283:10.0280.0282:1ROCK PLATING3:10.0430.0433:10.0430.0432:1ROCK PLATING3:10.0520.0523:10.0520.0522:1ROCK PLATING3:10.0600.0603:10.0600.0602:1ROCK PLATING
GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFR:\Hydraulics\PERMITS_Environmental\Drawings\R-5014_Hyd_prm_wet_psh15.dgncafreeman21/8/2018SHEET 35 OF 41PERMIT DRAWINGHCHCCLEARINGDENOTES HANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDSITE 18SITE 19SITE 20SITE 21SAVCAMA WETLANDHAND CLEARING IN HAND CLEARING HAND CLEARING HAND CLEARING FILL IN WETLANDSITE 17FILL IN CAMA WETLANDWETLANDFILL IN CAMA170+00
175+00
1
8
0
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0
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BST
BSTSOILSOILSOIL
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NG R/WDWIGHT H. WHELESSDB 607 - PG 357DB 322 - PG 967GEORGE GARDNERDB 1711 - PG 491JIMMIE D. SUMMERELLDB 1013 - PG 871D. S. E. INVESTMENT, LLCDB 1888 - PG 423DB 1711 - PG 490PB F - PG 300DB 1873 - PG 77PB G - PG 229COLINGTON CAFEDB 1315 - PG 360JEFFREY D. JACOBSONDB 848 - PG 693STACY NEIL LANCASTERDB 1758 - PG 44PB G - PG 229DOUGLAS E. STOVERDB 2052 - PG 534PB B - PG 70CONCDI15" H
DPEDARE COUNTYDB 922 - PG 519PB C - PG 7BCONC13113213311919.3' BSTDRIVEBAUM BAY116129122DB 78 PG 206UNITED STATES DEPARTMENT OF INTERIORDB 78 - PG 206UNITED STATES DEPARTMENT OF INTERIORDB 1734 - PG 2ROBERT CRAIG WHITTENPB B - PG 70DB 1207 - PG 586BAUM BAY HARBOR CIVIC ASSOCIATIONPB F - PG 300PB E - PG 23DB 1794 - PG 16ROBERT W. NUSBAUMPB A - PG 214PB A - PG 233DB 1828 - PG 2101085 COLLINGTON RD LLCPB C - PG 7B DB 922 - PG 519DARE COUNTYDANIEL P. PARSONS ETALDB 1923 - PG 435DAYSPRING FARMS LLCDAVID RANDOLPH PARSONS ETALDB 1734 - PG 2ROBERT CRAIG WHITTENFIELDDRAINNLNLROOTSVISIBLE BRI
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THAT BASE)
(APPROX. 21' CI
R. TREELARGE OAK 116117118119120121122123124125126127128130131132133131132133119116129129122CAMACAMA404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED15R-5014NAD 83/NA 2011SEE SH EET 14MATCH LINE -L- STA. 168+00.00
SEE SHEET 16MATCH LINE -L- STA. 183+50.00GTD = GRADE TO DRAINSEE SHEET 26 AND 27 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUSDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:NATURAL GROUND ELEVATIONSTIE DITCH TO SEE DETAIL 'F'SPECIAL CUT DITCHSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV 15" RCP-IV SEE DETAIL 'F'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 15"RCPRETAIN EXIST. 15"RCPRETAIN EXIST. 15"CMPRETAINDI15" RCP-IV 15" RCP-IV 15" RCP-IV EXIST. 24" HDPEREMOVEEXIST. 12" HDPEREMOVE EXIST. 15" HDPEREMOVEEXIST. 15" CMPREMOVE1
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" RCP-I
V GTD15" RCP-IV 15" CMPRETAINSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV EXIST. 15" CMPREMOVEEXIST. 24" CMP RETAIN EXIST. 15" CMPREMOVE( Not to Scale)SPECIAL CUT DITCH3:1DFROM -L- STA. 170+00 TO 175+31 RTMin. D= 1.5 FTDETAIL BGroundNatural 3:1 SlopeFillFlatter4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 176+75 TO STA. 178+80 RTFROM -L- STA. 177+07 TO STA. 178+39 LTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNaturalFlatter
10:1 orDFlatter10:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 180+34 TO STA. 181+18 LTDETAIL PMin. D=Var., 0-0.5 FTSlopeDitchFrontGroundNaturalSEE DETAIL 'P'DITCHSPECIAL CUTIRON PIPE12" DUCTILERETAIN15" CMPREMOVE EXIST.RCP-
I
V 15"SHEET 2-C2SEE SPEC. DET.DIRETAINEXIST. DIAPPROX. 13' 24"CAAPEXIST. 24"CMP WITHCOLLAR AND EXTEND WITH TRAFFIC BEARING JBREMOVE AND REPLACE WITH TRAFFIC BEARING JBREMOVE AND REPLACE 15" RCP-IV 15" RCP-IV FFFF FF FC FCC FC F
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GRAPHIC SCALE0'100'100'WETLANDDENOTES FILL INFFR:\Hydraulics\PERMITS_Environmental\Drawings\With contours\R-5014_Hyd_prm_wet_con_psh15.dgncafreeman21/8/2018SHEET 36 OF 41PERMIT DRAWINGHCHCCLEARINGDENOTES HANDFILL IN WETLANDFILL IN WETLANDFILL IN WETLANDSITE 18SITE 19SITE 20SITE 21SAVCAMA WETLANDHAND CLEARING IN HAND CLEARING HAND CLEARING HAND CLEARING FILL IN WETLANDSITE 17FILL IN CAMA WETLANDWETLANDFILL IN CAMA170+00
175+00
1
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NG R/WDWIGHT H. WHELESSDB 607 - PG 357DB 322 - PG 967GEORGE GARDNERDB 1711 - PG 491JIMMIE D. SUMMERELLDB 1013 - PG 871D. S. E. INVESTMENT, LLCDB 1888 - PG 423DB 1711 - PG 490PB F - PG 300DB 1873 - PG 77PB G - PG 229COLINGTON CAFEDB 1315 - PG 360JEFFREY D. JACOBSONDB 848 - PG 693STACY NEIL LANCASTERDB 1758 - PG 44PB G - PG 229DOUGLAS E. STOVERDB 2052 - PG 534PB B - PG 70CONCDI15" H
DPEDARE COUNTYDB 922 - PG 519PB C - PG 7BCONC13113213311919.3' BSTDRIVEBAUM BAY116129122DB 78 PG 206UNITED STATES DEPARTMENT OF INTERIORDB 78 - PG 206UNITED STATES DEPARTMENT OF INTERIORDB 1734 - PG 2ROBERT CRAIG WHITTENPB B - PG 70DB 1207 - PG 586BAUM BAY HARBOR CIVIC ASSOCIATIONPB F - PG 300PB E - PG 23DB 1794 - PG 16ROBERT W. NUSBAUMPB A - PG 214PB A - PG 233DB 1828 - PG 2101085 COLLINGTON RD LLCPB C - PG 7B DB 922 - PG 519DARE COUNTYDANIEL P. PARSONS ETALDB 1923 - PG 435DAYSPRING FARMS LLCDAVID RANDOLPH PARSONS ETALDB 1734 - PG 2ROBERT CRAIG WHITTENFIELDDRAINNLNLROOTSVISIBLE BRI
CK PLANTERSI
GN WI
THAT BASE)
(APPROX. 21' CI
R. TREELARGE OAK 116117118119120121122123124125126127128130131132133131132133119116129129122CAMACAMA404404404DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED15R-5014NAD 83/NA 2011SEE SH EET 14MATCH LINE -L- STA. 168+00.00
SEE SHEET 16MATCH LINE -L- STA. 183+50.00GTD = GRADE TO DRAINSEE SHEET 26 AND 27 FOR -L- PROFILEDRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTEDSEE SHEET 2G-? FOR GEOTECHNICAL DETAILSHORIZONTAL CURVE RADIUSDESIGN EXCEPTION REQUIRED FOR MINIMUM NOTES:NATURAL GROUND ELEVATIONSTIE DITCH TO SEE DETAIL 'F'SPECIAL CUT DITCHSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV 15" RCP-IV SEE DETAIL 'F'SPECIAL CUT DITCHNATURAL GROUND ELEVATIONSTIE DITCH TO EXIST. 15"RCPRETAIN EXIST. 15"RCPRETAIN EXIST. 15"CMPRETAINDI15" RCP-IV 15" RCP-IV 15" RCP-IV EXIST. 24" HDPEREMOVEEXIST. 12" HDPEREMOVE EXIST. 15" HDPEREMOVEEXIST. 15" CMPREMOVE1
5
" RCP-I
V GTD15" RCP-IV 15" CMPRETAINSEE DETAIL 'B'SPECIAL CUT DITCH15" RCP-IV EXIST. 15" CMPREMOVEEXIST. 24" CMP RETAIN EXIST. 15" CMPREMOVE( Not to Scale)SPECIAL CUT DITCH3:1DFROM -L- STA. 170+00 TO 175+31 RTMin. D= 1.5 FTDETAIL BGroundNatural 3:1 SlopeFillFlatter4:1 orDFlatter3:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 176+75 TO STA. 178+80 RTFROM -L- STA. 177+07 TO STA. 178+39 LTDETAIL FMin. D=Var., 0-1 FTSlopeDitchFrontGroundNaturalFlatter
10:1 orDFlatter10:1 or( Not to Scale)SPECIAL CUT DITCHFROM -L- STA. 180+34 TO STA. 181+18 LTDETAIL PMin. D=Var., 0-0.5 FTSlopeDitchFrontGroundNaturalSEE DETAIL 'P'DITCHSPECIAL CUTIRON PIPE12" DUCTILERETAIN15" CMPREMOVE EXIST.RCP-
I
V 15"SHEET 2-C2SEE SPEC. DET.DIRETAINEXIST. DIAPPROX. 13' 24"CAAPEXIST. 24"CMP WITHCOLLAR AND EXTEND WITH TRAFFIC BEARING JBREMOVE AND REPLACE WITH TRAFFIC BEARING JBREMOVE AND REPLACE 15" RCP-IV 15" RCP-IV FFFF FF FC FCC FC F
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_71.dgncafreeman210/24/2017SITE 18SITE 18WLBSITE 18WLBSITE 18WLBSITE 18WLBSITE 18WLBWLBSHEET 37 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-71R-50142.55168+50.00169+00.00169+50.00170+00.00170+50.00169+63.223:10.0600.0603:10.0600.0602:1ROCK PLATING3:10.0600.0603:10.0600.0602:1ROCK PLATING3:10.0490.0493:10.0490.0492:1ROCK PLATING3:10.0430.0433:10.0430.0432:1ROCK PLATING3:
13:10.0250.0250.460.0250.0252:1ROCK PLATING3:
13:10.0010.0200.0010.0200.402:1ROCK PLATING
R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_72.dgncafreeman210/24/2017SITE 18WLBSITE 18SITE 18SITE 18WLBSITE 18WLBSITE 18WLBWLBWLBSHEET 38 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-72R-50142.55171+00.00171+50.00172+00.00172+50.00173+50.00172+98.503:
13:10.0200.0200.340.0200.0202:1ROCK PLATING3:
13:10.0200.0200.280.0200.0202:1ROCK PLATING3:
13:10.0200.0040.220.0200.0042:1ROCK PLATING3:
13:10.0200.0200.160.0200.0202:1ROCK PLATING3:
13:10.0430.0430.110.0430.0432:1ROCK PLATING3:
13:10.0600.0600.290.0600.0602:1ROCK PLATING
R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_73.dgncafreeman210/24/2017 SITE 19WLBSITE 19WLBSITE 19WLBSITE 19WLBSITE 20WLBSHEET 39 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010551010551010551010551010551010X-73R-50142.55174+00.00174+50.00175+00.00175+50.00176+00.00176+50.003:
13:10.0600.0600.503:
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\xsc\R-5014_Hyd_XPL_75.dgncafreeman210/24/2017
SITE 21WLBSHEET 40 OF 41PERMIT DRAWING000055551010101015151515202020202525252530303030353535354040404045454545505050505555555560606060656565657070707075757575$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$PROJ. REFERENCE NO.SHEET NO.06/23/165
51010151555101015155510101515551010151555101015155510101515X-75R-50142.55182+00.00180+00.00180+50.00181+00.00181+50.00179+50.003:14:10.0600.0603:10.0600.0603:14:10.0600.0603:10.0600.06010:14:110:10.0600.0605.964:10.0600.0603:10.0600.0603:110:110:10.0600.0605.923:10.0600.0603:10.0600.0604:14:10.0480.0484:10.0480.048
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 L Sta 53+87 to 55+73 Lt Roadway fill 0.04 0.02
2 L Sta 56+26 to 56+50 Lt/Rt Culvert Extension < 0.01 < 0.01 < 0.01 0.02 0.02 4 8
3 L Sta 61+37 Rt Roadway fill < 0.01 < 0.01
4 L Sta 66+13 to 70+24 Lt Roadway fill 0.22 0.05
5 L Sta 71+55 to 73+86 Rt Roadway fill / Culvert 0.28 0.03
6 L Sta 75+16 TO 76+73 Rt Culvert / Roadway fill 0.02 0.03
7 L Sta 85+34 to 88+03 Rt Roadway fill 0.04 0.02
8 L Sta 93+00 to 96+16 Lt Roadway fill 0.07 0.04
9 L Sta 103+90 to104+62 Lt/Rt Culvert Extension < 0.01 < 0.01 0.02 0.02
10 L Sta 108+75 to 109+77 Rt Tail Ditch 0.02
11 L Sta 116+55 to 117+54 Lt Roadway Ditch / Tail Ditch < 0.01 < 0.01
12 L Sta 126+78 to 127+40 Lt Culvert Extension/Roadway fill < 0.01 < 0.01 0.02 0.01
13 L Sta 129+64 to 130+19 Lt Roadway fill < 0.01 < 0.01
14 L Sta 135+70 to 136+10 Lt Roadway fill < 0.01 < 0.01
15 L Sta. 139+07 Lt Roadway fill < 0.01 < 0.01
16 L Sta 163+08 to 167+40 Lt Roadway fill 0.02 < 0.01
17 L Sta 166+91 to 169+80 Rt Roadway fill < 0.01 0.03
18 L Sta. 167+81 to 173+51 Lt Roadway fill 0.07 0.03
19 L Sta 174+77 to 176+84 Lt Roadway fill 0.05 0.03
20 L Sta. 175+29 to 175+95 Rt Roadway fill < 0.01 0.01
21 L Sta 179+50 Rt Roadway fill < 0.01 < 0.01
TOTALS*:0.83 < 0.01 0.33 0.08 0.05 4 8 0
*Rounded totals are sum of actual impacts
SHEET 41 OF 41
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
6/13/2018
DARE
R-5014
41162.1.1
NOTES: ***Quantities shown below are included in the above totals***
Site 2: 4 sqft of fill in CAMA wetland due to roadway fill.
Site 5: 0.10 acre total take of wetlands per 4B comment
Site 8: 0.07 acre of fill and 0.04 acre of hand clearing in CAMA wetland due to roadway fill.
Site 11: 7 sqft of excavation in CAMA wetland due to Roadway ditch and 23 sqft of hand clearing in CAMA wetland for tail ditch construction.
Site 12: 7 sqft of fill and 348 sqft of hand clearing in CAMA wetland due to roadway fill.
Sites 14 & 15: 132 sqft of fill and 0.01 acre of hand clearing in CAMA wetland due to roadway fill.
Site 16: 188 sqft of permanent fill in SAV due to 2:1 rock plated roadway fill slope. 653 sqft of fill in CAMA wetland due to roadway fill.
Site 17: 55 sqft of fill and 0.01 acre of hand clearing in CAMA wetland due to roadway fill. 32 sqft of fill in 404 wetland due to roadway fill.
Site 18: 0.07 acre of fill and 0.03 acre of hand clearing in CAMA wetland due to roadway fill.