SW5210701_Plansheet - Response To Comments_20210818 (2)

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WETLANDS
DO NOT
DISTURB
WETLANDS
DO NOT
DISTURB
WETLANDS
DO NOT
DISTURB
WOODS
WOODS
CEMETERY
PARCEL ID. 044186
WETLANDS
WETLANDS
CALL BEFORE YOU DIG!
WWW.NC811.ORG
N.C. ONE-CALL CENTER
IT'S THE LAW!
R EXISTING CONDITIONS ANDDEMOLITION PLANS-B
BAM
S-B
AS NOTED
C1.02STEPH
E
N J . B A L LENTINENORTH C A RO
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NAEN
G I N E E RPROF E S SIO
NALSEAL
26493
R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\EXISTING CONDITIONS.DWG - C1.02 EXISTING CONDITIONS AND DEMOLITION PLAN - 7/21/2021 9:19:07 AM - DAVID BALLENTINESHEET No.
SCALE:NO.DESCRIPTIONDATEBYDRAWING No.
PROJECT No.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
ISSUERE9ISIONS....NCDOT COMMENTSPA9EMENT RE9ISIONLIMITS O) DISTURBANCE.PreliminaryDO NOT USEFOR CONSTRUCTIONBEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLCMIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROADRALEIGH, NORTH CAROLINA 27609(919) 295-5463EngineersPlannersSurveyorsLandscape Architects& ASSOCIATES, INC.Since 1918NC License: F-0334riversandassociates.com07/21/21
0
SCALE 1 inch = ft
80'40'80'
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SURVEY NOTES:
BOUNDARY SURVEY AND EXISTING FEATURES PROVIDED BY:
TRUE LINE SURVEYING, PC
205 WEST MAIN STREET
CLAYTON, NC 27520
919-359-0427
C-1859
EXISTING TOPOGRAPHY FROM NASH COUNTY GIS EXCEPT AS NOTED
CONTRACTOR TO COORDINATE WITH
UTILITY COMPANIES TO REMOVE ALL
EXISTING UTILITY POLES AND OVERHEAD
UTILITIES FROM PRIVATE PROPERTY
CONTRACTOR TO COORDINATE WITH
UTILITY COMPANIES TO REMOVE ALL
EXISTING UTILITY POLES AND OVERHEAD
UTILITIES FROM PRIVATE PROPERTY
LIMITS OF SURVEYED TOPO (TYP.)
LIMITS OF SURVEYED TOPO (TYP.)
EXISTING DIRT DRIVEWAY
AND CEMETERY TO REMAIN
ALL CONSTRUCTION SHALL BE IN
COMPLIANCE WITH ALL NCDOT, NCDENR,
AND TOWN OF MIDDLESEX STANDARDS AND
SPECIFICATIONS.
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216220225227210210206210205210215220225212212210210215210209
22022522822822522021721521521020
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215
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210215205210215215220PPR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR
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W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/W PHASE 2PHASE 3
30" HP STORM47.71 LF@ 1.05%FES 101INV. 209.00FES 102INV. 209.503
0
"
HP
STORM
4
5
.
5
8

L
F@
1
.
1
0%FES 104INV. 211.00FES 105INV. 211.5018" HP STORM66.18 LF@ 1.06%FES 108INV. 213.8018" HP48.79 LF@ 2.05%FES 109INV. 214.8024" HP STORM40.02 LF@ 1.00%FES 202INV. 205.40FES 201INV. 205.00FES 203INV. 206.5018" HP STORM43.09 LF@ 1.16%FES 204INV. 207.00FES 302INV. 203.42CLASS A RIPRAP OVERFILTER FABRIC.10'L X 5'W X 18"THCLASS A RIPRAP OVERFILTER FABRIC.10'L X 5'W X 18"THCLASS A RIPRAP OVER12'L X 6'W X 18"THROAD "A"ROAD "B"ROAD "C"FES 107INV. 215.80FES 106INV. 215.10ROAD "B"TEMPORARY GRAVEL CUL-DE-SACTO BE INSTALLED DURING PHASE 2.REMOVE TEMPORARY GRAVELCUL-DE-SAC DURING PHASE 3, ATTIME OF ROAD CONSTRUCTION.LODLOD LOD 220216215217R/WR/WR/W218.54217.00216.99216.88216.79216.97217.15217.15217.15217.15217.21216.49217.91216.34215.98216.10216.27216.36-2.00%-1.87%STEPHEN J. BALL
E
NTI N E
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H CAROLINAENGINEER
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FESSIONALSEAL26493R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\GRADING PLAN.DWG - C4.01 GRADING PLAN - 7/22/2021 2:52:56 PM - DAVID BALLENTINE
SHEET No.SCALE:NO.DESCRIPTION DATE BYDRAWING No.PROJECT No.CHECKED BY:DRAWN BY:DESIGNED BY:DATE:ISSUERE9ISIONS.
.
.
.

NCDOT COMMENTS
PA9EMENT RE9ISION
LIMITS O) DISTURBANCE
.
Preliminary
DO NOT USE
FOR CONSTRUCTION
BEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLC
MIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
Engineers
Planners
Surveyors
Landscape Architects
& ASSOCIATES, INC.
Since 1918
NC License: F-0334
riversandassociates.com07/21/21GRADING PLAN
S-BBAMS-BAS NOTEDC4.01CALL BEFORE YOU DIG!WWW.NC811.ORGN.C. ONE-CALL CENTERIT'S THE LAW!R0SCALE1 inch = ft50'5050'25'NNCGRID (NAD83/2011)REFER TO EROSION CONTROL PLANSFOR ALL DITCH LINERS AND RIPRAPDATA.AFTER RISER/SKIMMER BASIN REMOVAL,THEN CONTRACTOR SHALL GRADE THISPERMANENT DITCH, SEED AND INSTALLDITCH LINER ACCORDING TO PD-23 ONTHE DITCH TABLE ON DRAWING C6.03.0SCALE1 inch = ft30'3030'15'MAIL KIOSK LOT INSETALL CONSTRUCTION SHALL BE INCOMPLIANCE WITH ALL NCDOT, NCDENR,AND TOWN OF MIDDLESEX STANDARDS ANDSPECIFICATIONS.PROPOSED TEMPORARYCONSTRUCTION EASEMENTCLASS A RIPRAPOVER FILTER FABRIC(15'L x 8'W x 18"TH)CLASS A RIPRAPOVER FILTER FABRIC(15'L x 8'W x 18"TH)CONC. WHEELSTOP (TYP.)VAN ACCESSIBLE HANDICAPPARKING SIGN PER LOCAL CODEMAIL KIOSKTOP OF SLAB=216.75CLASS A RIPRAPOVER FILTER FABRIC(8'L x 5'W x 18"TH)
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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206210 20520021021
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2
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5 212212210210215210209205210205210215 WETLANDSDO NOTDISTURBWETLANDSDO NOTDISTURBWETLANDSDO NOTDISTURBR/W R/W
R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPHAS
E

2
PHAS
E

3 24" HP STORM40.02 LF@ 1.00%FES 202INV. 205.40FES 201INV. 205.00FES 203INV. 206.5018" HP STORM43.09 LF@ 1.16%FES 204INV. 207.00FES 302INV. 203.4218" HP STORM66.18 LF@ 1.01%FES 301INV. 202.75CLASS A RIPRAP OVERFILTER FABRIC.10'L X 5'W X 18"THCLASS A RIPRAP OVERFILTER FABRIC.12'L X 6'W X 18"THWETLANDSROAD "C"ROAD "C"ROAD "B"TEMPORARY GRAVEL CUL-DE-SACTO BE INSTALLED DURING PHASE 2.REMOVE TEMPORARY GRAVELCUL-DE-SAC DURING PHASE 3, ATTIME OF ROAD CONSTRUCTION.STEPHEN J. BALL
E
NTI N E
NO
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H CAROLINAENGINEER
PR
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FESSIONALSEAL26493R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\GRADING PLAN.DWG - C4.02 GRADING PLAN - 7/22/2021 2:52:56 PM - DAVID BALLENTINE
SHEET No.SCALE:NO.DESCRIPTION DATE BYDRAWING No.PROJECT No.CHECKED BY:DRAWN BY:DESIGNED BY:DATE:ISSUERE9ISIONS.
.
.
.

NCDOT COMMENTS
PA9EMENT RE9ISION
LIMITS O) DISTURBANCE
.
Preliminary
DO NOT USE
FOR CONSTRUCTION
BEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLC
MIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
Engineers
Planners
Surveyors
Landscape Architects
& ASSOCIATES, INC.
Since 1918
NC License: F-0334
riversandassociates.com07/21/21GRADING PLAN
S-BBAMS-BAS NOTEDC4.02CALL BEFORE YOU DIG!WWW.NC811.ORGN.C. ONE-CALL CENTERIT'S THE LAW!R0SCALE1 inch = ft50'5050'25'NNCGRID (NAD83/2011)REFER TO EROSION CONTROL PLANS FOR ALL DITCH LINERSAND RIPRAP DATA.AFTER RISER/SKIMMER BASIN REMOVAL,THEN CONTRACTOR SHALL GRADE THISPERMANENT DITCH, SEED AND INSTALLDITCH LINER ACCORDING TO PD-7 ONTHE DITCH TABLE ON DRAWING C6.04.AFTER RISER/SKIMMER BASIN REMOVAL,THEN CONTRACTOR SHALL GRADE THISPERMANENT DITCH, SEED AND INSTALLDITCH LINER ACCORDING TO PD-6 ONTHE DITCH TABLE ON DRAWING C6.04.ALL CONSTRUCTION SHALL BE INCOMPLIANCE WITH ALL NCDOT, NCDENR,AND TOWN OF MIDDLESEX STANDARDS ANDSPECIFICATIONS.
19+0020+0021+0010+0011+0012+0013+0014+0015+001
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STA: 19+88.715553,283.44 SF(1.22AC)2740,053.93 SF(0.92AC)2640,049.02 SF(0.92AC)5345,189.90 SF(1.04AC)5449,330.09 SF(1.13AC)264.
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E146.40'S 40°57'56" WL:38.09'R:25.00'295.59'
S 72°15'16" EL:89.32'R:205.00'128.29'S 40°57'56" WL:119.98'R:255.00'L:34.78'R:25.00'73
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7.66'N 49°19'56" W29.30'N 40°57'56" EL:107.23'R:255.00'230.15'
S 88°26'
3
4
"

E
L:146.68
'R:255.00'289.52'N 82°43'15" EL:3
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:25.00'L:67.33'R:255.00'L:105.75'R:205.00'L:169.57':205.00'240.77'S 40°57'56" WL:20.07'R:25.00'L:62.51'R:255.00'258.83'S 40°57'56" W7.72'S 40°57'56" WL:20.03'R:25.00'18.22'N 51°22'58" WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
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'L:107.79'R:230.00'L:314.30'R:230.00'N 40°53'07" E336.97'R25.00'R30.00'R25.00'R255.00'R205.00'R/W50.00'R41.00'R25.00'R41.00'R25.00'PERMANENTDRAINAGEEASEMENTR30.00'30.00'50.00'21021121221321421521621721821922022122222322422522622722822923023123223323423523623723823924021021121221321421521621721821922022122222322422522622722822923023123223323423523623723823924010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5017+61222.40226.52
228.01
228.43
225.68
220.73
216.68 1.21%-1.05%2.00%2.95%5.00%-5.00%-2.00%PVI STA. 11+84.09PVI EL.226.60113.64 VCK=30.0011+27.27223.7612+40.91
227.29
PVI STA. 14+24.40PVI EL.229.51186.36 VCK=30.0013+31.23
228.39
15+17.58
224.86 PVI STA. 10+73.67PVI EL.221.0828.70 VCK=14.0010+59.32220.6610+88.02221.80
PVI STA. 16+68.34PVI EL.217.3242.00 VCK=14.0016+47.34
218.37
16+89.34
216.90 HP STA. 13+79.40HP EL. 229.13STA: 17+41.92
ELEV: 215.85
STA: 17+60.92
ELEV: 216.23
STA: 10+00.18EL: 219.67 STA: 10+19.00EL: 219.47CLAUDE LEWIS RD CENTERLINE INTERSECTION
ROAD B
CENTER LINE
INTERSECTION18" HP STORM30" HP STORMPROPOSED GRADEEXISTING GRADECLAUDE LEWIS RD. R/W
9.0'9.0'6.0'SHOULDER6.0'SHOULDER6.0'DITCH6.0'DITCH2.0%2.0%8.0%4:18.0%4:13:13:13:13:1PAVEMENTDETAIL1.5" SF9.5B SURFACE COURSETO BE INSTALLED UPON COMPLETIONOF SUBDIVISION2.0" I19.0BINTERMEDIATE COURSE8" CABC - COMPACTED SUBGRADEC L50' PUBLIC R/WR/WR/WSTEPHEN J. BALL
E
NTI N E
NO
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H CAROLINAENGINEER
PR
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FESSIONALSEAL26493R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\PROPOSED SITE PLAN.DWG - C7.01 ROAD A PLAN AND PROFILE - 7/22/2021 2:48:59 PM - DAVID BALLENTINE
SHEET No.SCALE:NO.DESCRIPTION DATE BYDRAWING No.PROJECT No.CHECKED BY:DRAWN BY:DESIGNED BY:DATE:ISSUERE9ISIONS.
.
.
.

NCDOT COMMENTS
PA9EMENT RE9ISION
LIMITS O) DISTURBANCE
.
Preliminary
DO NOT USE
FOR CONSTRUCTION
BEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLC
MIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
Engineers
Planners
Surveyors
Landscape Architects
& ASSOCIATES, INC.
Since 1918
NC License: F-0334
riversandassociates.com07/21/21ROAD A PLAN AND PROFILE
S-BBAMS-BAS NOTEDC7.01CALL BEFORE YOU DIG!WWW.NC811.ORGN.C. ONE-CALL CENTERIT'S THE LAW!R0SCALE1 inch = ft40'4040'20'NNCGRID
(NAD83
/2011)ROAD "A" PLAN VIEWSCALE:1"=40'ROAD "A" PROFILE VIEWVERTICAL SCALE: 1"=4'HORIZONTAL SCALE: 1"=40'TYPICAL CROSS SECTIONROAD "A"CLAUDE LEWIS RD
ROAD "B"ALL CONSTRUCTION SHALL BE INCOMPLIANCE WITH ALL NCDOT, NCDENR,AND TOWN OF MIDDLESEX STANDARDS ANDSPECIFICATIONS.REFER TO GRADING PLANFOR ALL STORM PIPE DATATEMPORARYCONSTRUCTIONEASEMENT
10+0011+0012+0013+0014+0015+0016+0017+0018+0019+002
0+
0
0
21+
0
0
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0
0
12+00 13+00 14+00Catchment - (9)10,830.60 SF(0.25 AC)16+0017+0017+61STA: 19+88.71STA: 13+41.27PPR/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/
W
R/W
R/
WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WS 84°25'50" E83.06'L:156.55'R:500.00'S 66°29'28" E265.60'L:93.76'R:500.00'S 77°14'05" E166.53'S 77°14'05" E22.11'L:201.10'R:230.00'
S 19°19'20" W202.65'L:120.02'R:500.00'L:126.38'R:500.00'N 37°19'50" W119.29'L:10
7.79'
R:2
3
0.00'
N 2
5
°
4
8
'
5
9
"

E
143.
9
1
'
N 12°45'55"
E
107.58'
R41.00'
R25.00'R41.00'R25.00'R41.00'R25.00'R41.00'R25.00'18.00'20'PERMANENTDRAINAGEEASEMENTR/W50.00'R/W50.00'R20.00'R
2
0
.
0
0
'24.00'9.0'20520620720820921021121221321421521621721821922022122222322422522622722822923023123223323423510+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+00+5020+00+5021+00+5022+00213.19218.87224.67
227.16
226.33
223.12
219.82
216.55
215.38
216.35
217.75
219.25 -2.00%-3.30%1.00%1.50%7.02%2.00%5.00%PVI STA. 13+69.09PVI EL.230.74309.59 VCK=30.0012+14.29219.87
15+23.88
225.63
PVI STA. 18+50.59PVI EL.214.85129.00 VCK=30.0017+86.09
216.98
19+15.09
215.50 PVI STA. 11+66.09PVI EL.216.4960.59 VCK=30.0011+35.79214.9811+96.39218.62
PVI STA. 20+19.38PVI EL.216.5425.00 VCK=50.0020+06.88
216.41
20+31.88
216.73PVI STA. 10+68.44PVI EL.211.6142.00 VCK=14.0010+47.44211.1910+89.44212.66
HP STA. 14+24.88HP EL. 227.27LP STA. 18+85.09LP EL. 215.3530" HP STORMSTA: 10+00.00ELEV: 211.00 STA: 10+19.00EL: 210.62
18" HP STORM - 48.75 LF @ 2.05POINT OF ROAD A INTERSECTION
STA: 19+88.71
EL: 216.23
ROAD CCENTER LINEINTERSECTION18" HP STORMEXISTING GRADEPROPOSED GRADE9.0'9.0'6.0'SHOULDER6.0'SHOULDER6.0'DITCH6.0'DITCH2.0%2.0%8.0%4:18.0%4:13:13:13:13:1PAVEMENTDETAIL1.5" SF9.5B SURFACE COURSETO BE INSTALLED UPON COMPLETIONOF SUBDIVISION2.0" I19.0BINTERMEDIATE COURSE8" CABC - COMPACTED SUBGRADEC L50' PUBLIC R/WR/WR/WSTEPHEN J. BALL
E
NTI N E
NO
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T
H CAROLINAENGINEER
PR
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FESSIONALSEAL26493R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\PROPOSED SITE PLAN.DWG - C7.02 ROAD B PLAN AND PROFILE - 7/22/2021 2:48:59 PM - DAVID BALLENTINE
SHEET No.SCALE:NO.DESCRIPTION DATE BYDRAWING No.PROJECT No.CHECKED BY:DRAWN BY:DESIGNED BY:DATE:ISSUERE9ISIONS.
.
.
.

NCDOT COMMENTS
PA9EMENT RE9ISION
LIMITS O) DISTURBANCE
.
Preliminary
DO NOT USE
FOR CONSTRUCTION
BEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLC
MIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
Engineers
Planners
Surveyors
Landscape Architects
& ASSOCIATES, INC.
Since 1918
NC License: F-0334
riversandassociates.com07/21/21ROAD B PLAN AND PROFILE
S-BBAMS-BAS NOTEDC7.02CALL BEFORE YOU DIG!WWW.NC811.ORGN.C. ONE-CALL CENTERIT'S THE LAW!R0SCALE1 inch = ft40'4040'20'NNCGRID (NAD83/2011)ROAD "B" PLAN VIEWSCALE:1"=40'ROAD "B" PROFILE VIEWVERTICAL SCALE: 1"=4'HORIZONTAL SCALE: 1"=40'TYPICAL CROSS SECTIONMATCHLINEROAD "B"ROAD "C"ROAD "A"ALL CONSTRUCTION SHALL BE INCOMPLIANCE WITH ALL NCDOT, NCDENR,AND TOWN OF MIDDLESEX STANDARDS ANDSPECIFICATIONS.TEMPORARY GRAVEL CUL-DE-SACTO BE INSTALLED WITH PHASE 2& REMOVED WITH PHASE 3REFER TO GRADING PLANFOR ALL STORM PIPE DATA
22+
0
0
23
+
0
0
24+0025+0026+0026+25R/W
R/
W
R
/WR/WR/WR/
W R/WR/WR/WR/WR/WR/WR/WN 25
°
4
8
'
5
9
"

E
143.
9
1
'
L
:
2
2
2
.
6
2
'
R
:
2
3
0
.
0
0
'N 81°16'26" E84.98'S 8°43'34" E16.99'R34.00'R5
0
.
0
0
'R41.00'R
2
5
.
0
0
'
R
4
1
.
0
0
'R/W50.00'18.00'20520620720820921021121221321421521621721821922022122222322422522622722822923023123223323423510+0020520620720820921021121221321421521621721821922022122222322422522622722822923023123223323423522+00+5023+00+5024+00+5025+00+5026+0026+25219.25
220.75
222.53
225.20
226.17 2.81%2.00%-2.00%-4.00%-25.00%25.0
0
%PVI STA. 23+88.93PVI EL.222.08124.54 VCK=95.0723+26.66
221.15
24+51.20
223.83
END OF ASPHALT
STA: 25+98.96
ELEV: 226.214EXISTING GRADEPROPOSED GRADE1.50%9.0'9.0'6.0'SHOULDER6.0'SHOULDER6.0'DITCH6.0'DITCH2.0%2.0%8.0%4:18.0%4:13:13:13:13:1PAVEMENTDETAIL1.5" SF9.5B SURFACE COURSETO BE INSTALLED UPON COMPLETIONOF SUBDIVISION2.0" I19.0BINTERMEDIATE COURSE8" CABC - COMPACTED SUBGRADEC L50' PUBLIC R/WR/WR/WSTEPHEN J. BALL
E
NTI N E
NO
R
T
H CAROLINAENGINEER
PR
O
FESSIONALSEAL26493R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\PROPOSED SITE PLAN.DWG - C7.03 ROAD B PLAN AND PROFILE - 7/22/2021 2:48:59 PM - DAVID BALLENTINE
SHEET No.SCALE:NO.DESCRIPTION DATE BYDRAWING No.PROJECT No.CHECKED BY:DRAWN BY:DESIGNED BY:DATE:ISSUERE9ISIONS.
.
.
.

NCDOT COMMENTS
PA9EMENT RE9ISION
LIMITS O) DISTURBANCE
.
Preliminary
DO NOT USE
FOR CONSTRUCTION
BEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLC
MIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
Engineers
Planners
Surveyors
Landscape Architects
& ASSOCIATES, INC.
Since 1918
NC License: F-0334
riversandassociates.com07/21/21ROAD B PLAN AND PROFILE
S-BBAMS-BAS NOTEDC7.03CALL BEFORE YOU DIG!WWW.NC811.ORGN.C. ONE-CALL CENTERIT'S THE LAW!R0SCALE1 inch = ft40'4040'20'NNCGRID (NAD83/2011)ROAD "B" PLAN VIEWSCALE:1"=40'ROAD "B" PROFILE VIEWVERTICAL SCALE: 1"=4'HORIZONTAL SCALE: 1"=40'TYPICAL CROSS SECTIONMATCHLINERO
AD

"
B
"ALL CONSTRUCTION SHALL BE INCOMPLIANCE WITH ALL NCDOT, NCDENR,AND TOWN OF MIDDLESEX STANDARDS ANDSPECIFICATIONS.REFER TO GRADING PLANFOR ALL STORM PIPE DATA
20020120220320420520620720820921021121221321421521621721821922022122222322422520020120220320420520620720820921021121221321421521621721821922022122222322422510+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+0019+50209.89
212.10
209.94
210.76
213.00
214.51
214.05
212.29 PVI STA. 12+00.00PVI EL.214.93233.54 VCK=30.0010+83.23209.10
13+16.77
211.68
PVI STA. 17+15.28PVI EL.215.58201.06 VCK=50.0016+14.74
213.33
18+15.81
213.79 PVI STA. 14+16.82PVI EL.208.90150.73 VCK=30.0013+41.46
210.99
14+92.19
210.58 PVI STA. 10+63.78PVI EL.208.1228.42 VCK=14.0010+49.57207.7010+77.99208.83 HP STA. 12+33.23HP EL. 212.85HP STA. 17+26.74HP EL. 214.58LP STA. 14+21.71LP EL. 211.68STA: 10+09.28ELEV: 207.253
END OF ASPHALTEXISTING EOPStation=10+20.57elev = 207.137CLAUDE LEWIS RDCENTER LINEINTERSECTIONPOINT OF ROAD B INTERSECTIONSTA: 13+41.27ELEV: 211.00GRADE BREAK STA: 10+09.28ELEV: 207.253
GRADE BREAK STA: 19+09.86
ELEV: 212.115
GRADE BREAK STA: 19+38.77
ELEV: 214.6022.24%-1.03%-2.78%-1.78%2.97%5.00%-4.00%-25.00%25.0
0
%24" HP STORM18" HP STORMEXISTING GRADEPROPOSED GRADECLAUDE LEWIS RD. R/WROAD C ALIGNMENT STARTS ATAT CLAUDE LEWIS ROAD SOUTH EOP10+00
11+0012+00 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+42STA: 13+41.27POINT OF INTERSECTIONALIGNMENT=ROAD CSTATION=10+09.00PHASE 2PHASE 345
48,722.17 SF
(1.12AC)
40
41,897.22 SF
(0.96AC)
39
40,436.58 SF
(0.93AC)
38
40,220.34 SF
(0.92AC)
37
40,218.48 SF
(0.92AC)
46,169.04 SF
(1.06AC)
4642,892.39 SF(0.98AC)
233.61'
S 83°42'42" W
L:40.20'R:50.00
'
L:49.16'
R:50.00 'L:40.68'R:50.00'195
.
9
1
'
N 6
5
°
1
8
'
2
0
"

WL:71.38'R:50.00'L:21.
0
3'R:25.
0
0'73.34'S 08°54'44" E155.18'S 08°54'44" E305.88'
S 78°43'23"

W123.79'S 08°54'44" EL:69.70'R:475.00'303.71'
N 88°41'41" WL:177.35'R:480.07'N 75°03'52" W148.17'S 19°19'20" WL:37.20'R:25.00'47.94'25.00'143.59'N 18°16'38" EL:116.44'
R:525.00'
35.34'
N 84°25'50" W
L:3
6.
9
9'
R:2
5
.00'L:84.90'R:525.00'59.79'N 08°54'44" W217.93'
N 81°05'16" E
176.00'N 08°54'44" W239.12'
N 81°05'16" E
116.51'N 08°54'44" WL:21.03'R:25.00'L:39.76'R:50.00'4940,039.65 SF(0.92AC)4840,304.30 SF(0.93AC)5,584.53 SF(0.13AC)L:83.06'R:487.95'295.28'S 15°59'02" W119.82'N 75°25'22" W L:41.34'R:25.00'152.84'N 19°19'20" EL:78.22'R:525.00'L:36.99'R:25.00'35.34'S 84°25'50" E70.96'N 75°09'34" W 58.27'S 15°00'21" W72.45'N 75°25'22" WL:65.67'R:459.55'L:77.76'R:630.00'18.17'N 75°25'22" W R/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WS 84°25'50" E83.06'L:156.55'R:500.00'S 19°19'20" W202.65'L:120.02'R:500.00'L:126.38'R:500.00'S 8°54'44" E408.21'R41.00'R25.00'R41.00'R25.00'18.00'30.00'R30.00'R25.00'R25.00'R30.00'R41.00'R25.00'R34.00'R50.00'R41.00'R25.00'20'PERMANENTDRAINAGEEASEMENTR/W50.00'20'PERMANENTDRAINAGEEASEMENTR/W50.00'R/W50.00'18.00'50.00'9.0'9.0'6.0'SHOULDER6.0'SHOULDER6.0'DITCH6.0'DITCH2.0%2.0%8.0%4:18.0%4:13:13:13:13:1PAVEMENTDETAIL1.5" SF9.5B SURFACE COURSETO BE INSTALLED UPON COMPLETIONOF SUBDIVISION2.0" I19.0BINTERMEDIATE COURSE8" CABC - COMPACTED SUBGRADEC L50' PUBLIC R/WR/WR/WSTEPHEN J. BALL
E
NTI N E
NO
R
T
H CAROLINAENGINEER
PR
O
FESSIONALSEAL26493R:\LANDDEV\LITTLE_BEAR_CREEK-BEAVER_CREEK_SUBDIVISION-2020084\CADD\_DWG\PHASE 2 CIVIL\PROPOSED SITE PLAN.DWG - C7.04 ROAD C PLAN AND PROFILE - 7/22/2021 2:48:59 PM - DAVID BALLENTINE
SHEET No.SCALE:NO.DESCRIPTION DATE BYDRAWING No.PROJECT No.CHECKED BY:DRAWN BY:DESIGNED BY:DATE:ISSUERE9ISIONS.
.
.
.

NCDOT COMMENTS
PA9EMENT RE9ISION
LIMITS O) DISTURBANCE
.
Preliminary
DO NOT USE
FOR CONSTRUCTION
BEAVER CREEK SUBDIVISION PHASES 2 & 3
WLITTLE BEAR CREEK PROP, LLC
MIDDLESEX ~ NASH COUNTY ~ NORTH CAROLINA-UNE , 353 EAST SIX FORKS ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
Engineers
Planners
Surveyors
Landscape Architects
& ASSOCIATES, INC.
Since 1918
NC License: F-0334
riversandassociates.com07/21/21ROAD C PLAN AND PROFILE
S-BBAMS-BAS NOTEDC7.04CALL BEFORE YOU DIG!WWW.NC811.ORGN.C. ONE-CALL CENTERIT'S THE LAW!R0SCALE1 inch = ft40'4040'20'NNCGRID (NAD83/2011)ROAD "C" PLAN VIEWSCALE:1"=40'ROAD "C" PROFILE VIEWVERTICAL SCALE: 1"=4'HORIZONTAL SCALE: 1"=40'TYPICAL CROSS SECTIONROAD "C"ROAD "B"ALL CONSTRUCTION SHALL BE INCOMPLIANCE WITH ALL NCDOT, NCDENR,AND TOWN OF MIDDLESEX STANDARDS ANDSPECIFICATIONS.TEMPORARY GRAVELCUL-DE-SACREFER TO GRADING PLANFOR ALL STORM PIPE DATA