20171338 Ver 1_Build Maps_20171020

(Version 2.05; Released April 2016)42313.1.1TIP No.:B-5152County(ies):Forsyth Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2038Existing:Year:Aquatic T&E Species?NoComments:YesN/ANoN/ADeck 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)ac.(2) varies 9'-11' travel lanes w/no paved shoulder; 21.5' bridge deck width, 20.167' clear roadway for 2 lanes1,[e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:Blanket CreekNone1,340New road location, (2) 11' travel lanes w/ (2) 5' FDPS; New bridge location, 5' 6" sidewalk, 2' paved shoulder, 5' bike lane, (2) 11' travel lanes, 5' paved shoulderWaterbody Information2018NCDWR Stream Index No.:42313.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Replace Bridge 95 over Blanket Creek on SR 1100 (Lasater Road). Existing bridge at stone waterfall (Lasater Mill Pond Dam) to be abandoned while new road and bridge relocated further downstream Blanket Creek. Existing bridge allows roadway runoff onto the surface waters. Proposed bridge does not have deck drains. The bridge runoff is routed to a proposed storm drain system that outlets to a rip rap lined ditch prior to entering UT to Blanket Creek. Provided Grass Swale treatment to maximum extent practicable. Vegetated conveyance used where Grass Swale treatment was not met. Bank Stabilization is provided at interior bent #1 to protect the outside side sloeps of Blanket Creek.555 Fayetteville St., Suite 900North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge Dr.Address:General Project InformationB-5152WBS Element:Bridge ReplacementWBS Element:James RiceNCDOT Contact:919-707-6718Raleigh, NC 27601Contractor / Designer:[e-mail]:4/28/2017ForsythClemmonsBill ElamRaleigh, NC 27610River Basin(s): City/Town:1.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural/ResidentialBlanket Creek12-90-(2)0.60.21Project DescriptionProposed ProjectYadkin-Pee DeeNoneSupplemental Classification: NoneWetlands within Project Limits?
(Version 2.05; Released April 2016)WBS Element:North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS42313.1.1TIP No.:B-5152County(ies):Forsyth Page 2 of 3Aquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/A(If yes, provide justification in the General Project Narrative)(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)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?NoneUT to Blanket CreekNCDWR Surface Water Classification for 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)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water BodyProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ANoneSurface Water Body (3): NoneNRTR Stream ID:Impairments:NoneOther Stream Classification: NoneSupplemental Classification: Water Supply IV (WS-IV)12-90-(2)NonePrimary Classification: (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Surface Water Body (5): Lasater LakeNCDWR Stream Index No.:12-90-(2)(If yes, provide justification in the General Project Narrative)NCDWR Stream Index No.:Primary Classification: SCBuffer Rules in Effect:N/ANCDWR Surface Water Classification for Water BodyPrimary Classification: Water Supply IV (WS-IV)Other Stream Classification: NoneNoneNRTR Stream ID:Impairments:NoneLasater LakeBuffer Rules in Effect:SAProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ASupplemental Classification: Supplemental Classification: Other Stream Classification: Other Stream Classification: Impairments:NoneNoneNRTR Stream ID:Water Supply IV (WS-IV)Primary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: UT to Blanket CreekNCDWR Stream Index No.:12-90-(2)12-90-(2)NoneUT to Blanket CreekNCDWR Stream Index No.:Additional Waterbody InformationBuffer Rules in Effect:N/ASBBuffer Rules in Effect:N/AWBS 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)NRTR Stream ID:Surface Water Body (4): Water Supply IV (WS-IV)Impairments:N/A
(Version 2.05; Released April 2016)42313.1.1TIP No.:B-5152County(ies):Forsyth Page 3 of 3Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-DRW- 10+50 Lt.36.024911 / -80.420011North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsNo(2)UT to Blanket SwalesNo1.10.1 100.30.0 4.0 2.04040.2WBS Element:1.00.84%
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN09/08/990
00
CONTRACT:DEPARTMEN
T
O
F TRANSPORTATIONSTATEOFNORT
H
CAR
O
LI
NASUBREGIONAL TIER
(NOT TO SCALE)
VICINITY MAP

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
LOCATION:
TYPE OF WORK:
-L-
LOCAL RURAL
traffic is slightly higher- 180 on red hill vs 110 on martindont think there is a wrong answer here but this is the one i suggest (whatever divisions preference is)same 3 mile detour, chose this route because it does not have a bridge on it that i could tell from aerial and less intersections (martin circle and white rd).mt vernon does have a bridge on it for martin rd route. cant see what posted isred hill route has slightly sharper curve than martin rd does
GRADING, DRAINAGE, PAVING, CULVERT AND STRUCTURE
50 100
50 100
5 105
2550
50 25B-5152B-5152
FORSYTH COUNTY
ANTHONY G. THOMPSON, P.E.
PHILLIP E. ROGERS, P.E.
2018 1340
2038 1580
13
25
70
3
BRZ-1100(23)GlengariffRd.Sandhurst
Dr.Gar
d
e
ns
prin
g
Dr.La
ke
CliffDr.Dr.Fair
Oaks
Ct.
Ct.
Rollingwood Dr.Fair
OaksDr.HarperRd.
Dr.Harper.20.28Union Hill Church
Cl
em
m
onsRd.
182
Clemmons
1101
1100
1101
1100
1100
158
40
40
1891
1891
Peace Haven Rd
.LOCATION
PROJECT
TO SR 1891
F
ORS
YT
H
C
OUNT
YDAVI
E COUNTYT
O

S
R

1
1
0
1
TIP PROJECT:CITY LIMITS
2.5
Prepared in the Office of:
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St., Suite 900 Raleigh, NC 27601
NCDOT CONTACT
P.E.42313.1.1
BRIDGE NO. 95 OVER BLANKET CREEK ON SR 1100
%
T
O S
R 1891
4
LASATER LAKE
-Y1-
NORTH LAKESHORE DR.BLANKET CREEKLASATER RD. SR 1100
-L- STA. 10+60.00
BEGIN TIP PROJECT B-5152
-L- STA. 21+50.00
END TIP PROJECT B-5152
N
S
RS 2007
N
A
D 83/
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
JANUARY 31, 2017
JANUARY 16, 2018
K
2/23/2017...\Drawings\B5152_HYD_PRM_TSH.dgn$$$$USERNAME$$$$-Y1- STA. 12+50.00
BEGIN CONSTRUCTION
-DRW--DRW- STA. 11+10.00
END CONSTRUCTION
(TTST=1% + DUAL=2%)
ROW PLANS
DETOUR
42313.2.1 R/ W
Peace
HavenRd.LasaterRd.LasaterR d .NorthLakeshoreD r.See Sheet 1C-1 thru 1C-? for Survey Control Sheets
See Sheet 1B for Sheet Symbology
See Sheet 1A-1 for Index of Sheets
0.206 MILESTOTAL LENGTH TIP PROJECT B-5152 =
0.026 MILESLENGTH STRUCTURES TIP PROJECT B-5152 =
0.180 MILESLENGTH ROADWAY TIP PROJECT B-5152 =
GARY LOVERING, P.E.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT
TO THE LIMITS ESTABLISHED BY METHOD III
CLEARING ON THIS PROJECT SHALL BE PERFORMED
BOUNDARIES OF THE VILLAGE OF CLEMMONS
THIS PROJECT IS WITHIN THE MUNICIPAL
-DRW2- STA. 11+00.00
END CONSTRUCTION
-DRW2-
-L- STA. 15+83.81
BEGIN BRIDGE
-L- STA. 17+21.19
END BRIDGE
23
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SITE 1
SITE 2
SITE 3
SITE 4
SHEET __ OF __
PERMIT DRAWING
1 8
WATER IMPACTS PERMIT
WETLAND AND SURFACE
EARTHEN DAM
KEITH P. PHILLIPS
KEITH P. PHILLIPS
36
" RCPvvvvvv
2SROCKD
15"PLAS
15"CONCWD BST
12" RCP
9'ROCK WALL9'ROCK WALL
12" RCP
DIDI DI
CONC
WHEEL
WATER
WATERFALL
STONE
CONC&PEBBLE
CONC&STEEL
1SFD
CANOPY
METAL
60"CL60" STONE WALLCONCFOUNTAIN
GR
GR
GR
GR W/STONE BUTTRESS
84"MTL GATE
60" CL AND MTL GATES
FENCING AROUND WATERFALL
NAIL
PK
EIP
EIP
24" RCP
KEITH P. PHILLIPS
VALVE
FLOW
EIP
BK LASATER RD. SR 1100KATHY FITZGERALD
AND WIFE
JOHN FITZGERALD
EIP
EIPNORTH LAKESHORE DR.
T
O PE
A
CE
H
A
VE
N
R
D.
STEPS
STONE
EIP
EIP
EIP
EIPEIP
EIP
12" RCP
PK NAIL
BAMBOO
BAMBOO
BAMBOO
BAMBOO
WOODS
WOODS
8" VC8" VC8" VC
12" DI
P12" DIP 12" DI
P12" DIP 8" DIP8" DIPBRIDGE #95
LT
1
3
4
6
7
COLUMN
STONE
RET WALL
STONE 12"DIP12"DIP15" HDPE24" RCP
3" WATER LINE
LINE
W/ 3" WATER
WATER PUMP
WOODS
12" DIP20.00'
WITH LIGHTS
STONE RET WALL
ON I-BEAM
SPANS CREEK
WATER LINE
6" DI
EIP
LASATER LAKE OWNERS ASSOCIATION, INC.
FAIROAKS ASSOCIATES, LLC
COLUMN
STONE
SPILLWAY
REFERENCE AT
AND DEED
UNKNOWN OWNER
COLUMN
BK
COLUMN
BK 48" WW
VAR. BST
DI
CONCPOSTCONC
36" CONC HW
RCP ARCH
24" WIDE x 30" HIGH
SPIGOT36" WW36" WWDILAPIDATEDVAR. GRW/STONE BUTTRESS
MTL GATE
MTLWOODS
WOODS
WOODS 36" WW DILAPIDATED36" WW36" WW36" WW36" WWBAMBOO
BAMBOO
BAMBOO
BAMBOO
BAMBOO
WOODSWOODS
WOODS
WOODS
WOODS
36" WW
48" SR WITH WW
GATE
MTL
GR
GRGR
VAR. GR
GATE
CHAIN
WOODS
WOODS
WOODSWOODS VAR. GR36" CONC HW
LT
LT
LT
LT LT
10' B
ST
12" RCPSTONE WALL
VAR. HT 8" VC8" VC8 " VC15
" RCP
15
" HDP
E
VAR. BST
COLUMN
STONE
LT
48" SR
STONE WALL
VAR. HT
VAR. BST
WOODS
WOODS
WOODS
WOODS
8" VC
18" RCP
W/FES
SPILLWAY
STONESTONE DAMINV=685.85'INV=684.82'MARSHY
60" CHL
60" WD60" WD
60" WDSTONE WALL
VAR. HT
VAR. GRG
R
WD
WOODS
WOODS
WALK
ST ONE
STONEWALKUNABLE TO FIND PIPE
12" HDP
EEND UNKNOWNWOODS
STONE
8" VC
PIPE BURIED
STONE WALL
VAR. HT
INV=693.40'WDPAVERS8" VC
8" VC
EIP
EIPEIPEIPEIP
36" WWPOSTCONC TT
ANNETTA G. TODD, TRUSTEE
GLORIA GARMON GAMBLE
AND WIFE
CHARLES FRANKLIN GAMBLE
CAROLYN TESH RAJACICH
AND WIFE
JOSEPH RAJACICH
SUSAN W. WHITFIELD
AND WIFE
JASPER B. WHITFIELD
CAROLYN B. MARSHBURN
AND WIFE
RUDOLPH C. MARSHBURN
BEVERLY H. GODFREY
AND WIFE
BRANT H. GODFREY
ILENE S. TRUJILLO
AND WIFE
JAIME E. TRUJILLO
WOODS
TO DWELLING2
5
1011 121314
15
16
17
NO UTILITIESABANDONED
NO UTILITIES
LEIGH ANN JANJUA
AND WIFE
RASHID M. JANJUA
EIP
EIP
EIP
FENCE
24" SILTFENCE24" SILTFENCE24" SILT PATIO
WOODS
WOODS
EIP
EIP
EASEMENT
10' ACCESS
8" DI
6" DI
6" DI
6" D I
8" DI
18' BST 19.5' BSTSHRUBS
FLOWERING
GATE
CABLE
B GODFREY HOMES, LLC
KEITH P. PHILLIPS
FAIR OAKS ASSOCIATES, LLC
LEIGH ANN JANJUA
AND WIFE
RASHID M. JANJUA
WOODS
BST
WOODS 12" DIPBAMBOO
GR
LT
LT
MARSHY
20.00'
STONE WALL
GATE
MTL
ASSOCIATES, LLC
FAIR OAKS
SITE 1
SITE 2
SITE 3
SITE 4
GRAPHIC SCALE
0'100'100'
0'200'200'
ENLARGEMENTS SCALE
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND:
WETLAND
DENOTES FILL INFF
TS
V10= 3.46 FPS
Q10= 3.43 CFS
V2= 3.24 FPS
Q2= 2.63 CFS
L PRO.= 152 FT
L REQ.= 96 FT
SLOPE= 3.75%
DA= 0.96 AC
DITCH DATA
STA. 13+50 - 14+52
N
S
RS 2007
N
A
D 83/
V10= 1.73 FPS
Q10= 1.54 CFS
V2= 1.60 FPS
Q2= 1.18 CFS
L PRO.= 32 FT
L REQ.= 33 FT
SLOPE= 3.56%
DA= 0.33 AC
DITCH DATA
STA. 14+60 - 14+92
SHEET __ OF __
PERMIT DRAWING
8
F
C
C
C
C
C C
C
C
C
C
F
F
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
F
F
CF
F
C
F
F
F
C
C
C
C
15+00 20+0015+00HW
15"
CB
CB
CB
CB
CB
REMOVE
18" RCP-IV
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL C
LAT. BASE DITCH
SEE DETAIL E
LAT. V DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
BURIED 8"42" RCP-III
HW
15"
15"BURI
ED 8"42" RCP-
III
AND DRIVEWAY PIPE
CLEAN OUT DITCH LINE
TO BE RETAINED
STONE DAM
PIPE(S) UNDER
RETAINRETAIN
RETAIN DI
RETAIN
RETAINRET
AIN REMOVERETAIN
RETAINRETAINRE
T
AI
NRETAIN DI
RETAIN
15"
CB
W/ELBOWS15" CSPDETAIL D
DITCH SEE
SPECIAL CUT
BURIED 1'
7'x6' RCBC
RCP-III
24"
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GF
39 SY GF
EST. 20 TONS
SEE DETAIL 'J'
BANK STABILIZATION
13 SY GF
EST. 6 TONS
SEE DETAIL F
LAT. BASE DITCH
78 SY GF
EST. 40 TONS
SEE DETAIL 'J'
BANK STABILIZATION
35 SY GF
EST. 16 TONS
SEE DETAIL F
LAT. BASE DITCH
62 SY GF
EST. 28 TONS
SEE DETAIL H
DITCH w/RIP RAP
ROADWAY CUT
17 SY GF
EST. 12 TONS
SEE DETAIL 'J'
BANK STABILIZATION
W/ELBS
15" CSP
PAY ITEMS
STRUCTURE
EXCAVATION,
AND STRUCTURE
CLASS II RIP RAP
20 SY PSRM
SEE DETAIL EA
LAT. V DITCH
EW
S=0.52%
SEE DETAIL G
STANDARD BASE DITCH
SLOPE=0.31%
SEE DETAIL B
'V' DITCH
STANDARD
& 15" RCP
REMOVE FOOTBRIDGE
SEE DETAIL DA
SPECIAL CUT GRASSED SWALE
4B-5152
SEE SHEETS S-1 THROUGH S-?
FOR STRUCTURE PLANS.
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/27/2017...\Drawings\B5152_HYD_PRM_PSH.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS NO. 5 AND 6 FOR PROFILES
C
F
F
v
1
BURIED 8"42" RCP-III
HW REMOVEF
60'15"CB
15"
CB
W/ELBOWS15" CSPBURIED 1'
7'x6' RCBC
F
F
F
HW
CB
15"BURI
ED 8"42" RCP-
I
I
I
EW
TS
F
2
1
7
2
2
3
9
8
4
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-Y2- FROM STA. 10+23 TO STA. 10+90 LT
-Y1- FROM STA. 13+00 TO STA. 14+52 RT
-Y1- FROM STA. 13+00 TO STA. 13+50 LT
-L- FROM STA. 20+65 TO STA. 21+00 LT
-L- FROM STA. 19+50 TO STA. 19+69 RT
DETAIL D
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front 2:
1 D
B
( Not to Scale)
SPECIAL CUT GRASSED SWALE
Flatter4:1 or
-DRW- FROM STA. 10+25 TO STA. 10+50 LT
Ground
Natural
B= 0 Ft.
Min. D= 1 Ft.
Slope
Ditch
Front
DETAIL DA
( Not to Scale)
BANK STABILIZATION
DETAIL J
GEOTEXTILE
1.5'
Slopes
Nat. Channel
Type of Liner= See Below
-Y1- STA. 14+49 LT, CL I RIP RAP=20 TONS, Geotextile=39SY
-L- STA. 18+44 LT, CL I RIP RAP=20 TONS, Geotextile=39SY
-L- STA. 14+95 RT, CL I RIP RAP=12 TONS, Geotextile=17SY
LASATER LAKE
POND
RETAINING CREEKBLANKETPOND BED
DRAIN
TO
GRADE
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
-L- STA. 18+22 LT, L=23', S=0.52%, DDE=60 CY
DETAIL G
B= 4 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
DDE=6 CY
-L- FROM STA. 18+12 TO STA. 18+50 RT
b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= PSRM
DETAIL EA
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D
2:12:1
b
1"/Ft.
DDE=22 CY
-L- FROM STA. 18+50 TO STA. 19+00 RT
b= 5 Ft.
Min. D= 1 Ft.
DETAIL E
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DDE=274 CY
-L- FROM STA. 18+22 TO STA. 19+50 LT (b=5 Ft)
DDE=4 CY
-L- FROM STA. 14+60 TO STA. 14+92 LT (b=3 Ft)
DETAIL F
b= See below
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
EARTHEN DAM
KEITH P. PHILLIPS
KEITH P. PHILLIPS
36
" RCPvvvvvv
2SROCKD
15"PLAS
15"CONCWD BST
12" RCP
9'ROCK WALL9'ROCK WALL
12" RCP
DIDI DI
CONC
WHEEL
WATER
WATERFALL
STONE
CONC&PEBBLE
CONC&STEEL
1SFD
CANOPY
METAL
60"CL60" STONE WALLCONCFOUNTAIN
GR
GR
GR
GR W/STONE BUTTRESS
84"MTL GATE
60" CL AND MTL GATES
FENCING AROUND WATERFALL
NAIL
PK
EIP
EIP
24" RCP
KEITH P. PHILLIPS
VALVE
FLOW
EIP
BK LASATER RD. SR 1100KATHY FITZGERALD
AND WIFE
JOHN FITZGERALD
EIP
EIPNORTH LAKESHORE DR.
T
O PE
A
CE
H
A
VE
N
R
D.
STEPS
STONE
EIP
EIP
EIP
EIPEIP
EIP
12" RCP
PK NAIL
BAMBOO
BAMBOO
BAMBOO
BAMBOO
WOODS
WOODS
8" VC8" VC8" VC
12" DI
P12" DIP 12" DI
P12" DIP 8" DIP8" DIPBRIDGE #95
LT
1
3
4
6
7
COLUMN
STONE
RET WALL
STONE 12"DIP12"DIP15" HDPE24" RCP
3" WATER LINE
LINE
W/ 3" WATER
WATER PUMP
WOODS
12" DIP20.00'
WITH LIGHTS
STONE RET WALL
ON I-BEAM
SPANS CREEK
WATER LINE
6" DI
EIP
LASATER LAKE OWNERS ASSOCIATION, INC.
FAIROAKS ASSOCIATES, LLC
COLUMN
STONE
SPILLWAY
REFERENCE AT
AND DEED
UNKNOWN OWNER
COLUMN
BK
COLUMN
BK 48" WW
VAR. BST
DI
CONCPOSTCONC
36" CONC HW
RCP ARCH
24" WIDE x 30" HIGH
SPIGOT36" WW36" WWDILAPIDATEDVAR. GRW/STONE BUTTRESS
MTL GATE
MTLWOODS
WOODS
WOODS 36" WW DILAPIDATED36" WW36" WW36" WW36" WWBAMBOO
BAMBOO
BAMBOO
BAMBOO
BAMBOO
WOODSWOODS
WOODS
WOODS
WOODS
36" WW
48" SR WITH WW
GATE
MTL
GR
GRGR
VAR. GR
GATE
CHAIN
WOODS
WOODS
WOODSWOODS VAR. GR36" CONC HW
LT
LT
LT
LT LT
10' B
ST
12" RCPSTONE WALL
VAR. HT 8" VC8" VC8 " VC15
" RCP
15
" HDP
E
VAR. BST
COLUMN
STONE
LT
48" SR
STONE WALL
VAR. HT
VAR. BST
WOODS
WOODS
WOODS
WOODS
8" VC
18" RCP
W/FES
SPILLWAY
STONESTONE DAMINV=685.85'INV=684.82'MARSHY
60" CHL
60" WD60" WD
60" WDSTONE WALL
VAR. HT
VAR. GRG
R
WD
WOODS
WOODS
WALK
ST ONE
STONEWALKUNABLE TO FIND PIPE
12" HDP
EEND UNKNOWNWOODS
STONE
8" VC
PIPE BURIED
STONE WALL
VAR. HT
INV=693.40'WDPAVERS8" VC
8" VC
EIP
EIPEIPEIPEIP
36" WWPOSTCONC TT
ANNETTA G. TODD, TRUSTEE
GLORIA GARMON GAMBLE
AND WIFE
CHARLES FRANKLIN GAMBLE
CAROLYN TESH RAJACICH
AND WIFE
JOSEPH RAJACICH
SUSAN W. WHITFIELD
AND WIFE
JASPER B. WHITFIELD
CAROLYN B. MARSHBURN
AND WIFE
RUDOLPH C. MARSHBURN
BEVERLY H. GODFREY
AND WIFE
BRANT H. GODFREY
ILENE S. TRUJILLO
AND WIFE
JAIME E. TRUJILLO
WOODS
TO DWELLING2
5
1011 121314
15
16
17
NO UTILITIESABANDONED
NO UTILITIES
LEIGH ANN JANJUA
AND WIFE
RASHID M. JANJUA
EIP
EIP
EIP
FENCE
24" SILTFENCE24" SILTFENCE24" SILT PATIO
WOODS
WOODS
EIP
EIP
EASEMENT
10' ACCESS
8" DI
6" DI
6" DI
6" D I
8" DI
18' BST 19.5' BSTSHRUBS
FLOWERING
GATE
CABLE
B GODFREY HOMES, LLC
KEITH P. PHILLIPS
FAIR OAKS ASSOCIATES, LLC
LEIGH ANN JANJUA
AND WIFE
RASHID M. JANJUA
WOODS
BST
WOODS 12" DIPBAMBOO
GR
LT
LT
MARSHY
20.00'
STONE WALL
GATE
MTL
ASSOCIATES, LLC
FAIR OAKS
6756756806806806806806806806806806806806
80685685685685685 6
8
5
685
685685685 685685685685685685
6856
856856
8
5
685690690690690690
690 690 6906
9
0
690
69069069
0690690
690690690
69
0690690690690 690
690
695695695695
695
6
9
5
695
695
695
695
695695 695
695695
6
9
5695695695695
6
9
5
695695695
695695695 7007007007007
0
0 700
700
7007007007
0
0
700700
7007007007007007
0
0
700700700700700700700700700
700 700
700 700700700700700700
700700 700700 705705705705
7057
05
705705
7
0
5
7057057057057
0
5
705705705705 705705705705705705705 705
705
705 705705705705705705705705710710710
710710710
7107
10
7107107107
1
0
710710710 710710710710710
710
710710710710 715715715715
715715
715715715715715715
715 715715715715715715715
715 715715720720720
720720
72072072072
0 720720720720720720720
720 7207207
20
7257257257257257
2
5
725
725725
725 725725725725725 7257257257307307
30
730730
730730
7 3 0
730 730730730735735735 7357357357
4
0
685 690690690690695685685690690
690690690695
SITE 1
SITE 2
SITE 3
SITE 4
GRAPHIC SCALE
0'100'100'
0'200'200'
ENLARGEMENTS SCALE
E E IN WETLAND
DENOTES EXCAVATION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND:
WETLAND
DENOTES FILL INFF
TS
V10= 3.46 FPS
Q10= 3.43 CFS
V2= 3.24 FPS
Q2= 2.63 CFS
L PRO.= 152 FT
L REQ.= 96 FT
SLOPE= 3.75%
DA= 0.96 AC
DITCH DATA
STA. 13+50 - 14+52
N
S
RS 2007
N
A
D 83/
V10= 1.73 FPS
Q10= 1.54 CFS
V2= 1.60 FPS
Q2= 1.18 CFS
L PRO.= 32 FT
L REQ.= 33 FT
SLOPE= 3.56%
DA= 0.33 AC
DITCH DATA
STA. 14+60 - 14+92
SHEET __ OF __
PERMIT DRAWING
8
F
C
C
C
C
C C
C
C
C
C
F
F
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
F
F
CF
F
C
F
F
F
C
C
C
C
15+00 20+0015+00HW
15"
CB
CB
CB
CB
CB
REMOVE
18" RCP-IV
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL C
LAT. BASE DITCH
SEE DETAIL E
LAT. V DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
BURIED 8"42" RCP-III
HW
15"
15"BURI
ED 8"42" RCP-
III
AND DRIVEWAY PIPE
CLEAN OUT DITCH LINE
TO BE RETAINED
STONE DAM
PIPE(S) UNDER
RETAINRETAIN
RETAIN DI
RETAIN
RETAINRET
AIN REMOVERETAIN
RETAINRETAINRE
T
AI
NRETAIN DI
RETAIN
15"
CB
W/ELBOWS15" CSPDETAIL D
DITCH SEE
SPECIAL CUT
BURIED 1'
7'x6' RCBC
RCP-III
24"
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GF
39 SY GF
EST. 20 TONS
SEE DETAIL 'J'
BANK STABILIZATION
13 SY GF
EST. 6 TONS
SEE DETAIL F
LAT. BASE DITCH
78 SY GF
EST. 40 TONS
SEE DETAIL 'J'
BANK STABILIZATION
35 SY GF
EST. 16 TONS
SEE DETAIL F
LAT. BASE DITCH
62 SY GF
EST. 28 TONS
SEE DETAIL H
DITCH w/RIP RAP
ROADWAY CUT
17 SY GF
EST. 12 TONS
SEE DETAIL 'J'
BANK STABILIZATION
W/ELBS
15" CSP
PAY ITEMS
STRUCTURE
EXCAVATION,
AND STRUCTURE
CLASS II RIP RAP
20 SY PSRM
SEE DETAIL EA
LAT. V DITCH
EW
S=0.52%
SEE DETAIL G
STANDARD BASE DITCH
SLOPE=0.31%
SEE DETAIL B
'V' DITCH
STANDARD
& 15" RCP
REMOVE FOOTBRIDGE
SEE DETAIL DA
SPECIAL CUT GRASSED SWALE
4B-5152
SEE SHEETS S-1 THROUGH S-?
FOR STRUCTURE PLANS.
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/27/2017...\Drawings\B5152_HYD_PRM_PSH.dgn$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEETS NO. 5 AND 6 FOR PROFILES
C
F
F
v
1
BURIED 8"42" RCP-III
HW REMOVEF
60'15"CB
15"
CB
W/ELBOWS15" CSPBURIED 1'
7'x6' RCBC
F
F
F
HW
CB
15"BURI
ED 8"42" RCP-
I
I
I
EW
TS
F
3
1
7
2
2
3
9
8
4
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-Y2- FROM STA. 10+23 TO STA. 10+90 LT
-Y1- FROM STA. 13+00 TO STA. 14+52 RT
-Y1- FROM STA. 13+00 TO STA. 13+50 LT
-L- FROM STA. 20+65 TO STA. 21+00 LT
-L- FROM STA. 19+50 TO STA. 19+69 RT
DETAIL D
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front 2:
1 D
B
( Not to Scale)
SPECIAL CUT GRASSED SWALE
Flatter4:1 or
-DRW- FROM STA. 10+25 TO STA. 10+50 LT
Ground
Natural
B= 0 Ft.
Min. D= 1 Ft.
Slope
Ditch
Front
DETAIL DA
( Not to Scale)
BANK STABILIZATION
DETAIL J
GEOTEXTILE
1.5'
Slopes
Nat. Channel
Type of Liner= See Below
-Y1- STA. 14+49 LT, CL I RIP RAP=20 TONS, Geotextile=39SY
-L- STA. 18+44 LT, CL I RIP RAP=20 TONS, Geotextile=39SY
-L- STA. 14+95 RT, CL I RIP RAP=12 TONS, Geotextile=17SY
LASATER LAKE
POND
RETAINING CREEKBLANKETPOND BED
DRAIN
TO
GRADE
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
-L- STA. 18+22 LT, L=23', S=0.52%, DDE=60 CY
DETAIL G
B= 4 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
DDE=6 CY
-L- FROM STA. 18+12 TO STA. 18+50 RT
b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= PSRM
DETAIL EA
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D
2:12:1
b
1"/Ft.
DDE=22 CY
-L- FROM STA. 18+50 TO STA. 19+00 RT
b= 5 Ft.
Min. D= 1 Ft.
DETAIL E
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DDE=274 CY
-L- FROM STA. 18+22 TO STA. 19+50 LT (b=5 Ft)
DDE=4 CY
-L- FROM STA. 14+60 TO STA. 14+92 LT (b=3 Ft)
DETAIL F
b= See below
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
WETLAND
EXCAVATION LIMIT
FILL-IN WETLAND
LIMIT
SHEET __ OF __
PERMIT DRAWING
4 8
FILL-IN / EXCAVATION
WETLAND LIMIT
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2:46:24 PMB5152_HYD_PRM_XPL_Y1.dgn$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
695 695
14+00.00
685 685
690 690
695 695
14+50.00
685 685
690 690
695 695
15+00.00
685 685
690 690
695 695
15+25.00
X-10B-5152
-Y1-
2.5 5
PERMIT SITE 1
B-5152
694.83
0.040
0.0406:1
691.48
2:14
:1
689.87
3:1
0.0200.020
3:1689.60
688.30
3:1
0.0080.008
3:1688.94
0.0200.020
V
A
R. TIE TO -L- SLO
PEVAR. TIE TO -L- SLOPE
FILL-IN
WETLAND LIMIT
FILL-IN
WETLAND LIMIT
SHEET __ OF __
PERMIT DRAWING
5 8
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2:17:57 PMB5152_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
685 685
690 690
695 695
14+00.00
680 680
685 685
690 690
695 695
14+50.00
680 680
685 685
690 690
695 695
15+00.00
680 680
685 685
690 690
695 695
15+50.00
X-3B-5152
-L-
2.5 5
PERMIT SITE 2
B-5152
686.65
0.0200.020
686.65
2:1 693.772.5:1685.35
0.0200.020
2:1 693.21685.35 2:1682.50
0.0130.020
2:1 693.16682.50 2:1684.55
0.0140.020
684.55
2:1 693.412:1
100 50 0 50 100
680
690
670
PROFILE ALONG C OF CULVERT
ALONG CULVERT C
EXISTING GROUND
L
PROPOSED ROADWAY
LC ELEV.=681.01'
GP ELEV. = 693.58'
SLOPE = 0.0157
TOP OF BANK
EXISTING LEFT
TOP OF BANK
EXISTING RIGHT

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 B-5152 5
660
650
640
720
710
700
150200250 250200150
640
650
660
670
680
690
700
710
SHEET __ OF __
PERMIT DRAWING
86
SKEW = 90
7' X 6' RCBC
o
BURIED 1'
EL=682.9'
NSWEL
-L- 14+935/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
REVISIONS PENTABLE:FILE:B5152_HYD_PRM_PFL.dgnUSER:_USERNAME_DATE:2/21/2017NCDOT_pdf_color_eng_100.pltPLOT DRIVER:2:23:10 PMTIME:NCDOT_PFL_XSC_UPDATED.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PERMIT SITE 2
B-5152
L
770
780
590
600
610
620
750
760
590
600
610
650
660
670
680
690
700
710
720
730
740

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601790
620
630
640
B-5152 5
630
640
750
760
650
660
670
680
690
700
720
730
740
710
SHEET __ OF __
PERMIT DRAWING
7 8
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
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
REVISIONS PENTABLE:FILE:B5152_HYD_PRM_PFL.dgnUSER:_USERNAME_DATE:2/23/2017NCDOT_pdf_color_eng_100.pltPLOT DRIVER:8:56:11 AMTIME:NCDOT_PFL_XSC_UPDATED.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT SITE 3
B-5152
BANK STABILIZATION
MEASURES DURING EXCAVATION
TS IMPACTS FOR EROSION CONTROL
(
-
)3
.5261%
(+)0.5000%
PI = 20+00.00
EL = 696.10'
(+)0.5000%
(+)4.9533%
VC = 300'
K = 67
PROPOSED GRADE
EXISTING GROUND
EL. = 705.29'
-L- STA. 10+60.00
BEGIN GRADE
-Y1- STA. 15+51.46
-L- STA. 13+35.73
EL. = 703.53'
-L- STA. 21+50.00
END GRADE
PI = 14+05.00
EL = 693.13'
VC = 200'
K = 50
SEE SHEET 4 FOR PLAN VIEW
-DRW- STA. 10+00.00
-L- STA. 17+95.29
EL. = 694.02'
-L- STA. 15+83.81
BEGIN BRIDGE EL. = 694.71'
-L- STA. 17+21.19
END BRIDGE
(BURIED 1')
7' X 6' RCBC
(5/28/15)
EL=679.0'
NWS
(STRUCTURE PAY ITEM)
EXCAVATION
STRUCTURE
PAY ITEM)
(STRUCTURE
RIP RAP
CLASS 'II'
HandExisting 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 StreamNo. (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 14+04 to 14+48 -Y1- ROADWAY DITCH 0.02 1 14+36 to 14+70 -Y1- ROADWAY FILL 0.04 2 15+00 -L- 7'x6' RCBC 0.04 < 0.01 < 0.01 88 11 215+00 -L-BANK STABILIZATION < 0.01 26 316+60 -L-BRIDGE 0.02 186 3 16+60 -L- BANK STABILIZATION < 0.01 46 418+78 -L-42' RCP-III 0.01 < 0.01 90 27 TOTALS*:0.08 0.02 0.03 0.03 250 224 *Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 8OF 8 - Site 1: Wetland is being considered a total take - TS impacts for Site 3 were included to account for erosion control measures to protect stream during excavation - PS impacts for Site 3 were included to account for RIP RAP from pier installment along stream bank WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSFORSYTHB-515242313.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04/28/2017
INV=690.07'INV=691.31'30.00'+12.208
7.
6
9'+13.0
0
20.62'
+36.97
31.48'+14.68
11.00'
+16.29
97.83'
+92.78
36.13'
+73.37 TOP=699.04

CONTRACT:

-L-B-5152TO SR 1891
TO
SR
1101
TIP PROJECT:T
O S
R 1891
-Y2- STA. 11+65.00
EN D CO N STRUCTIO N
-L- STA. 15+85.00+/-
BEG IN BRIDG E
-L- STA. 17+15.00+/-
EN D BRIDG E
4
LASATER LAKE
-Y2-
-Y1-
NORTH LAKESHORE DR.BLANKET CREEKLASATER RD. SR 1100
-L- STA. 10+60.00
BEG IN TIP PRO JECT B-5152
-L- STA. 21+50.00
EN D TIP PRO JECT B-5152
-Y1- STA. 12+50.00
BEG IN CO N STRUCTIO N
-DRW--DRW - STA. 11+10.00
EN D CO N STRUCTIO N
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS

SEAL
0
0
0
PRO FILE (HO RIZO N TAL)
GRAPH IC SCALES
PLAN S
PRO FILE (VERTICAL)
0
00
SHEET NO.
UC-1STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
50 50
50 50
2010510
25 100
25 100
INDEX OF SH EETS
SH EET NO.:
UC-1
UC-2
OW NERS ON PROJECT
W ATER AND SEW ER
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 M AIL SERVICES CENTER
UTILITIES UNIT
DIVISION OF H IGH W AYS

XX
DEPART
ME
NT OF TRA NSPORTATION STATE OF NORTH CAROLI
NAUTILITIES PROJECT ENGINEER
UTILITIES AREA COORDINATOR
UTILITIES COORDINATOR
U NTIL ALL SIGNATU RES ARE COM PLETED
D OCU M ENT NOT CONSID ERED FINAL
FORSYTH COUNTY
LOCATION: BRIDGE No. 95 OVER BLANKET CREEK ON SR 1100
ENVIRONM ENTAL PERM IT DRAW INGS
(NO T TO SCALE)
VICIN ITY M APGlengariffRd.NorthLakeshore Dr.N orth LakeshoreDr.Sandhurst
Dr.Garde
ns
prin
g
Dr.La
k
e
CliffDr.Dr.Lasater
Fair
O aks
Ct.
Ct.
Rollingw ood D r.LasaterR d.Fai
rO
aksDr.HarperRd.
Dr.Harper.20.28U nion H ill Church
C
l
em
m
o
nsR
d.
182
158
40
40
Peace
Haven
Rd.
Peace Haven Rd
.
LO CATIO N
PRO JECT
F
ORS
YT
H COUNT
YDAVI
E COUNTYCITY LIM ITS
TYPE OF W ORK: UTILITY CONSTRUCTION
B-5152
UC-2
DESCRIPTION:
TITLE SH EET
(B) SANITARY SEW ER - CITY OF W INSTON SALEM
(A) W ATER - CITY OF W INSTON SALEM

CENTRAL UTILITIES M ANAGERDonna S. Jackson, PE
Donald W . Proper
Ed Reams
Tanga N. Sampson
PLAN SH EET
NS
RS 2007
N
A
D 83/ENGI N E ERPROFESSION
A
L
NORTH CAR
OLIN
A

D.
S. JACK SON 1 4 908
S E A L
EARTHEN DAM
KEITH P. PHILLIPS
DB 2932 PG 3988
KEITH P. PHILLIPS
DB 2893 PG 46
JERYL C. BOUCHARD
AND W IFE
GERALD R. BOUCHARD
DB 2721 PG 2039
PB 50 PG 147
20.00'20.00'36" RCPvvvvvv
2SROCKD
15"PLAS
15"CONCWD BST
12" RCP
9'ROCK WALL9'ROCK WALL
12" RCP
DIDI DI
CONC
W HEEL
W ATER
WATERFALL
STONE
CONC&PEBBLE
CONC&STEEL
1SFD
CANOPY
M ETAL
60"CL60" STONE WALLCONCFOUNTAIN
GR
GR
GR
GR W /STONE BUTTRESS
84"M TL GATE
60" CL AND M TL GATES
FENCING AROUND W ATERFALL
EIP
NAIL
PK
EIP
EIP
24" R
CP
N 32°59'11" E
75.78'S 30°38'01" E55.82'
S
4
0
°3
4'0
5
" E5
2
.0
6'
S 50°14'05" E
50.32'
S 56°44'05" E
107.24'
S 56°44'05" E
50.00'
N 33°15'55" E
KEITH P. PHILLIPS
LASATER LAKE
S 56°38'23" E
22.36'
S 62°39'21" E
24.31'
S 82°06'04" E
22.63'
N 04°41'56" W
43.87'
N 32°34'50" W
24.73'
VALVE
FLOW
N 82°30'53" E
83.61'N 45°28'33" E82.58'EIP
DB 3083 PG 1732
BK LASATER RD. SR 1100KATHY FITZGERALD
AND W IFE
JOHN FITZGERALD
DB 2197 PG 106
PB 18 PG 51
EIP
EIP
EIPN
2
2°
3
1'
15" W3
4
8.
3
4'
NORTH LAKESHORE DR.
T
O PE
ACE
H
AVE
N R
D.
STEPS
STONE
EIP
EIP
EIP
EIPEIP
EIP
BL-4
GPS B5152-2
BL-3
12" RCP
PK NAIL
GPS B5152-1
EIP
BAMBOO
BAM BOO
BAMBOO
BAM BOO
WOODS
W OODS8" VC8" VC8" VC
12" DI
P12" DIP 12" DI
P12" DIP 8" DIP8" DIPBRIDGE #95
LT
COLUMN
STONE
RET W ALL
STONE 12"DIP12"DIP15" HDPE24" RCP
3" W ATER LINE
LINE
W/ 3" W ATER
W ATER PUM P
W OODS
PB 50 PG 147
PB 2539 PG 514
12" DIP20.00'
WITH LIGHTS
STONE RET W ALL
PAGE 147
AND PLAT BOOK 50
BOOK 18 PAGE 51
RECORDED PLAT
AS PER
ON I-BEAM
SPANS CREEK
W ATER LINE
6" DI
S 55°47'16" E
12.19'N 36°36'30" E526.59'N 36°36'30" E27.00'N 36°41'40" E
2.88'
EIP
51.63'
EXISTING R/W
PROPERTY LINE =
EX ISTING R/W
PRO PERTY LINE =
DB 1665 PG 1467
LASATER LAKE OW NERS ASSOCIATION, INC.30.00'FAIROAKS ASSOCIATES, LLC
PB 2539 PG 514
PB 20 PG 14
EIP
EIP
DB 2893 PG 46
S 57°41'17" E
49.20'N 35°33'39" E
32.55'
COLUM N
STONE
SPILLW AY
REFERENCE AT
AND DEED
UNKNOW N OW NER
SPIGOT36" WWDILAPIDATEDVAR. GRW /STONE BUTTRESS
M TL GATE
W OODS
W OODS 36" WW DILAPIDATED36" WW36" WW36" WW36"
W
W
BAM BOO
BAM BOO
BAM BOO
BAM BOO
BAMBOO
WOODSW OODS
W OODS
WOODS
W OODS
W OODS
36" WW
48" SR W ITH W W
GATE
MTL
GR
GRGR
VAR. GR
GATE
CHAIN
WOODS
W OODS
WOODSW OODS VAR. GR36" CONC HW
LT
LT
LT
LT LT
10' B
ST
12" RCPSTONE W ALL
VAR. HT 8" VC8" VC15"
R
C
P
15" HDP
E
VAR. BST
M TL
COLUM N
STONE
COLUM N
STONE
LT
48" SR
STONE WALL
VAR. HT
VAR. BST
W OODS
W OODS
WOODS
W OODS
8" VC
18" RCP
W /FES
POND
RETAINING
SPILLW AY
STONESTONE DAMM ARSHY
60" CHL
60" WD60" W D
60" WDSTONE WALL
VAR. HT
CB
W D WALK
ST O N E
STONEWALKUNABLE TO FIND PIPE12" HDPEEND UNKNOW
NW OODS
STONE
8" VC
PIPE BURIED
STONE WALL
VAR. HT WD8" VC
8" VC
S
2
2°
3
8'
5
1" E19
9.
3
8'S 26°34'23" E212.48'EI
P
N 7 1°5 5 '2 9 " E
3 5 2 .2 1'EIPEIPEIPN 7 1°5 0 '3 3 " E
2 0 9 .7 8 'N 26°58'05" E123.54'N 26°58'05" E208.96'
S 60°21'33" EEIP
S 14°18'50" E
122.87'S 29°00'39" E235.46'POSTCONC BM #4
BM #3
TT
DB 1806 PG 2821
GLORIA GARM ON GAM BLE
AND W IFE
CHARLES FRANKLIN GAM BLE
PB 18 PG 51
DB 1606 PG 750
DB 1858 PG 539
CAROLYN TESH RAJACICH
AND W IFE
JOSEPH RAJACICH
SUSAN W . W HITFIELD
AND W IFE
JASPER B. W HITFIELD
CAROLYN B. M ARSHBURN
AND W IFE
RUDOLPH C. M ARSHBURN
BEVERLY H. GODFREY
AND W IFE
BRANT H. GODFREY
N 41°43'35" E211.51'PROPERTY LINE = CENTERLINE OF CREEKCENTERLINE OF CREEK
PROPERTY LINE =FAIR OAKS ASSOCIATES, LLC
ILENE S. TRUJILLO
AND W IFE
JAIM E E. TRUJILLO
DB 1484 PG 1342
W OODS
TO DWELLINGNO UTILITIESABANDONED
NO UTILITIES
LEIGH ANN JANJUA
AND W IFE
RASHID M . JANJUA
PB 54 PG 59
N 14°44'34" E
36.16'
N 21°20'47" E
27.25'N 61°36'45" E61.36'S 25°19'16" E
10.16'
N 64°40'44" E
19.89'S 25°19'16" E31.64'N 78°56'48" E81.54'N 78°57'34" E
42.49'
N 83°07'33" E
EIP
EIP
EIP
N 33°34'57" E
27.91'
S 11°06'28" E111.85'S 11°15'09" E60.75'S 13°32'02" E134.95'N 85°46'08" E
141.46'8" V
C
S 60°21'33" E
43.94'
EXISTING
R
/W
PROPERTY
LINE
=
EXISTING R/
W
PROPERTY LINE =
EXISTING R/W
PROPERTY LINE =EXISTING R/WPROPERTY LINE =N 05°06'12" W
29.70'
30
.00'
EXISTING R/W
EXISTING R/WEXISTING R/
W
PROPERTY LINE =
60.00'
CONC
96.41'
FENCE
24" SILTFENCE24" SILTFENCE24" SILT N 85°46'08" E
27.14'
BK W ALL
VAR. HT
C
ONC
3SBKD
PATIO
WOODS
W OODS
C
ONC
EIP
EIP
N
43°32
'14" W
122
.28
'N
0
6°12'5
0"
E
12
1.8
4'N 33°17'58" E207.71'S
36°1
2'03"
E1
87.82'N 37°02'42" E134.59'N 87°37'50" E
114.92'S
1
7
°
0
9'
4
6
" W2
2
9.
9
4'S 45°43'43" W200.35'EXISTING R/WEASEM ENT
10' ACCESS
8 " DI
6" DI
6" DI
6" D I
8" DI
18' BST 19.5' BSTSHRUBS
FLOW ERING
CREEKBLANKETGATE
CABLE
INV=694.73'
INV=690.07'INV=691.31'
15" RCPVAR. SOIL DRIVE30.00'+12.208
7.
6
9'+13.
0
0
20.62'
+36.97
31.48'+14.68
11.00'
+16.29
97.83'
+92.78
DB 3265 PG 2296
B GODFREY HOM ES, LLC
KEITH P. PHILLIPS
DB 2932 PG 3988
FAIR OAKS ASSOCIATES, LLC
DB 3083 PG 1732
LEIGH ANN JANJUA
AND W IFE
RASHID M . JANJUA
PB 54 PG 59
EXISTING R/WPROPERTY LINE =POND BED
W OODS
BST
WOODS
36.13'
+73.37 20.00'12" DIPBAM BOO
GR
LT
LT
MARSHY
20.00'
STONE W ALL
N 73°56'28" E
34.09'
N 26°34'59" E
GATE
M TL
KEITH P. PHILLIPS
DB 2932 PG 3988
KEITH P. PHILLIPS
DB 2893 PG 46
JERYL C. BOUCHARD
AND W IFE
GERALD R. BOUCHARD
DB 2721 PG 2039
PB 50 PG 147
KEITH P. PHILLIPS
DB 3083 PG 1732
KATHY FITZGERALD
AND W IFE
JOHN FITZGERALD
DB 2197 PG 106
PB 18 PG 51
PB 50 PG 147
PB 2539 PG 514
DB 1665 PG 1467
LASATER LAKE OW NERS ASSOCIATION, INC.
FAIROAKS ASSOCIATES, LLC
PB 2539 PG 514
PB 20 PG 14
DB 2893 PG 46
SPILLW AY
REFERENCE AT
AND DEED
UNKNOW N OW NER
DB 1806 PG 2821
GLORIA GARM ON GAM BLE
AND W IFE
CHARLES FRANKLIN GAM BLE
PB 18 PG 51
DB 1606 PG 750
DB 1858 PG 539
CAROLYN TESH RAJACICH
AND W IFE
JOSEPH RAJACICH
SUSAN W . W HITFIELD
AND W IFE
JASPER B. W HITFIELD
CAROLYN B. M ARSHBURN
AND W IFE
RUDOLPH C. M ARSHBURN
BEVERLY H. GODFREY
AND W IFE
BRANT H. GODFREY
FAIR OAKS ASSOCIATES, LLC
ILENE S. TRUJILLO
AND W IFE
JAIM E E. TRUJILLO
DB 1484 PG 1342
LEIGH ANN JANJUA
AND W IFE
RASHID M . JANJUA
PB 54 PG 59
INV=690.07'INV=691.31'30.00'+12.208
7.
6
9'+13.
0
0
20.62'
+36.97
31.48'+14.68
11.00'
+16.29
97.83'
+92.78
DB 3265 PG 2296
B GODFREY HOM ES, LLC
KEITH P. PHILLIPS
DB 2932 PG 3988
FAIR OAKS ASSOCIATES, LLC
DB 3083 PG 1732
LEIGH ANN JANJUA
AND W IFE
RASHID M . JANJUA
PB 54 PG 59
36.13'
+73.37
60'60'40'40'03020
1
00
01020
3
04
0102
0
3
0
4
E
X
E
X 02020201000102040302020304010001020202020303040404 04
03
03
02 02
0202
0203
EXEX
02 02
0101
02 02
03 03
040403030201EXEX
0101
0000
04 04
0
3
0
3
11'11'8:111'11'
50' R
6'
6'
EX
15'R,+67
50' R
30' R10'10'TYP18' +
0
4
0
4
+40TYP
18' TYP18' +60TYP
18' +35+10TYP18' TYP
18'
+2 4 .5 9
150-30-150' R
150-30-150' R
10'10'
15'15'+18.23
+80.79
1
0'+47+3
9
17' R
22' R
13.75' RT.
-Y1- STA. 10+37.33
BEG IN 2'-6" C&G
8:1
8.5'
8.5'+8
7
6'
20' LT.
-L- STA. 20+82.00
EN D 2'-6" C&G
P.S.5'50' TAPER5' P.S.
-L-
-Y1- -DRW- 15+00 20+00+13.46
P.S.5'15+00-L- POC Sta. 10+60.00
BEGIN TIP PROJECT B-5152
-L- POT Sta. 21+50.00
END TIP PROJECT B-5152
-L- POT Sta. 22+01.95
-Y1- PC Sta. 11+60.68
-Y1- PT Sta. 10+75.75
-Y1- PC Sta. 10+00.00
-Y1- PRC Sta. 13+00.59
-L- PRC Sta. 10+68.52
-L- PC Sta. 10+00.00
-L- PT Sta. 12+63.98
-Y1- POT Sta. 15+51.46
-L- POT Sta. 13+35.73
-L- PC Sta. 17+39.09
-DRW- PT Sta. 11+99.31
-DRW- STA. 11+10.00
END CONSTRUCTION
-DRW- PCC Sta. 11+03.78
-DRW- PC Sta. 10+74.96
-DRW- PT Sta. 10+50.75
-DRW- PC Sta. 10+15.53
-DRW- POT Sta. 10+00.00
-L- POC Sta. 17+95.29
-L- PT Sta. 19+71.33
-Y1- PT Sta. 14+58.92
11'11'5' P.S.5' P.S.5' P.S.5' P.S.TYP18' +83.33 8:1TL-2, +75
G RAU 350
TYP
18'
-Y1- Sta. 12+50.00
BEGIN CONSTRUCTION
+3550' TAPER+75
EN D C&G
+34
BEG C&G8:1-DRW2-
-DRW2- PC Sta. 10+00.00
-Y1- POC Sta. 13+71.11
-DRW2- PT Sta. 11+17.57
-DRW2- Sta. 11+00.00
END CONSTRUCTION
-DRW2- POT Sta. 14+19.56
0405060708EXEX051
0'0405F
C
C
C
C
C C
C
C
C
C
C
F
F
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
F
C
C
F
F
C
F
C
F
C
C
F
C
1
2" DI
1
2" DI8" DI8" DI
8" DI 8" DI1
2" DI
8" DI
1
2
" D
I12" DIB-5152

D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
UC-02
DENOTES TEMPORARY SURFACE WATER IMPACTS
302.14 SF = 0.0069 ACRES OF TEMPORARY IMPACTS IN SURFACE WATER
PERIOD.
BRIDGE OPENING IS OBSTRUCTED AT ANY TIME DURING THE CONSTRUCTION
TO BE STAGED SO THAT NO MORE THAN 50 PERCENT OF THE WATERWAY AND
SITE #1 - TEMPORARY SURFACE WATER IMPACTS AT TEMPORARY CAUSEWAY
DW P
DW P
DSJ
DSJ
PROP. 12" SANITARY SEWER PROP. 12" SANITARY SEWER

NS
RS 2007
N
A
D 83/
TS
TSTS
UTILITY CONSTRUCTION
ENVIRONMENTAL PERMIT DRAWINGS
ENGI N E ER
PROFESS
I
ON
A
L
NORTH CAR
OLIN
A
D.
S
. JACK SON 14 9 08
S EAL
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 16+53 to 16+68 12" SANITARY SEWER 0.01 3.0

TOTALS*: 0 3 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 1 OF 1

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Forsyth County
B-5152
42313.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN09/08/990
00
CONTRACT:DEPARTMEN
T
O
F TRA N S PORTATIONSTATEOFNORT
H
CAR
O
LI
NASUBREGIONAL TIER
(NOT TO SCALE)
VICINITY MAP

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
LOCATION:
TYPE OF WORK:
-L-
LOCAL RURAL
traffic is slightly higher- 180 on red hill vs 110 on martindont think there is a wrong answer here but this is the one i suggest (whatever divisions preference is)same 3 mile detour, chose this route because it does not have a bridge on it that i could tell from aerial and less intersections (martin circle and white rd).mt vernon does have a bridge on it for martin rd route. cant see what posted isred hill route has slightly sharper curve than martin rd does
GRADING, DRAINAGE, PAVING, CULVERT AND STRUCTURE
50 100
50 100
5 105
2550
50 25B-5152B-5152
FORSYTH COUNTY
ANTHONY G. THOMPSON, P.E.
PHILLIP E. ROGERS, P.E.
2018 1340
2038 1580
13
25
70
3
BRZ-1100(23)GlengariffRd.Sandhurst
Dr.Gar
d
e
n
s
pri
n
g
Dr.LakeCliffDr.Dr.Fair
Oaks
Ct.
Ct.
Rollingwood Dr.Fair
OaksDr.HarperRd.
Dr.Harper.20.28Union Hill Church
Cl
em
monsRd.
182
Clemmons
1101
1100
1101
1100
1100
158
40
40
1891
1891
Peace Haven R
d
.LOCATION
PROJECT
TO SR 1891
F
ORS
YT
H
C
OUNT
YDAVI
E COUNTYT
O

S
R
1101
TIP PROJECT:CITY LIMITS
2.5
Prepared in the Office of:
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St., Suite 900 Raleigh, NC 27601
NCDOT CONTACT
P.E.42313.1.1
BRIDGE NO. 95 OVER BLANKET CREEK ON SR 1100
%
T
O S
R 1891
4
LASATER LAKE
-Y1-
NORTH LAKESHORE DR.BLANKET CREEKLASATER RD. SR 1100
-L- STA. 10+60.00
BEGIN TIP PROJECT B-5152
-L- STA. 21+50.00
END TIP PROJECT B-5152
N
S
RS 2007
N
A
D 83/
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
JANUARY 31, 2017
JANUARY 16, 2018
K
1/30/201711:34:42 AM...\Roadway\Proj\B5152_RDY_TSH.dgn-Y1- STA. 12+50.00
BEGIN CONSTRUCTION
-DRW--DRW- STA. 11+10.00
END CONSTRUCTION
(TTST=1% + DUAL=2%)
ROW PLANS
DETOUR
42313.2.1 R/ W
Peace
HavenRd.LasaterRd.LasaterR d .NorthLakeshore Dr.See Sheet 1C-1 thru 1C-? for Survey Control Sheets
See Sheet 1B for Sheet Symbology
See Sheet 1A-1 for Index of Sheets
0.206 MILESTOTAL LENGTH TIP PROJECT B-5152 =
0.026 MILESLENGTH STRUCTURES TIP PROJECT B-5152 =
0.180 MILESLENGTH ROADWAY TIP PROJECT B-5152 =
GARY LOVERING, P.E.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT
TO THE LIMITS ESTABLISHED BY METHOD III
CLEARING ON THIS PROJECT SHALL BE PERFORMED
BOUNDARIES OF THE VILLAGE OF CLEMMONS
THIS PROJECT IS WITHIN THE MUNICIPAL
-DRW2- STA. 11+00.00
END CONSTRUCTION
-DRW2-
-L- STA. 15+83.81
BEGIN BRIDGE
-L- STA. 17+21.19
END BRIDGE
23
1/30/20174:31:23 PM...\Roadway\Proj\B5152_RDY_TSH.dgnSHEET NO.PROJECT REFERENCE NO.
B-5152
04/06/15DUE
CR
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
W
W
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
Proposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
Proposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
Concrete or Granite R/W Marker
Proposed Right of Way Line with
C
A Concrete C/A Marker
Proposed Control of Access Line with
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
1B
NC GRID
NAD 83/NSRS 2007
SHEET NO.PROJECT REFERENCE NO.6/2/991/30/201711:34:54 AM...\Roadway\Proj\B5152_Ls_1c-1.dgnLocation and Surveys
NOTE: DRAWING NOT TO SCALE
SURVEY CONTROL SHEET B5152
B5152 1C-1
CREEKBLANKETLAS
ATER LAKE21' BSTTO PEACE HAVEN RDNORTH LAKESHORE DRTO PEACE HAVEN RDTO PEACE HAVEN RD19.5' BSTLASATER RDSR
110
0
LASATER RD SR 1100BRI
DGE#95
ELEV.=730.72'
E=1578912.7075
N=831477.8361
BL-7
ELEV.=722.46'
E=1579019.5538
N=831275.5457
BL-6
ELEV.=713.26'
E=1579225.7151
N=831180.1462
BL-5
ELEV.=703.85'
E=1579485.7102
N=831301.4713
BL-4
BM #4
N=831377
E=1579506
ELEV=707.93'
ELEV.=698.26'
E=1579794.5330
N=831471.3850
GPS B5152-1
ELEV.=712.06'
E=1580544.9816
N=831350.1239
BL-3
ELEV.=698.41'
E=1580314.1071
N=831130.5867
GPS B5152-2
BM #3
N=830991
E=1580169
ELEV=689.90'
-L- -Y1-
-DRW-
-L- PC Sta. 10+00.00
-L- PRC Sta. 10+68.52
-Y1- PRC Sta. 13+00.59
-Y1- PC Sta. 11+60.68
-Y1- PT Sta. 10+75.75
-Y1- PC Sta. 10+00.00
-Y1- Sta. 12+50.00
END CONSTRUCTION
-L- POT Sta. 22+01.95
-L-
P
T
Sta. 19
+
71.3
3-L-
P
C
Sta. 17
+
3
9.09
-DRW-
P
T
Sta. 11
+
99.3
1
-DRW-
S
TA. 11
+
10.00END CONS
TRUCTI
ON-DRW-
P
CC
Sta. 11
+
03.78
-DRW-
P
C
Sta. 10
+
74.96
-DRW-
P
T
Sta. 10
+
5
0.75
-DRW-
P
C
Sta. 10
+
15.5
3
-DRW-
P
OT
Sta. 10
+
00.00
-L-
P
OC
Sta. 17
+
95.2
9
-L-
P
T
Sta. 12
+
63.98
-Y1-
P
OT
Sta. 15
+
5
1.46
-L-
P
OT
Sta. 13
+
3
5.73
-Y1-
P
T
Sta. 14
+
5
8.92
-L- POT Sta. 21+50.00
END TIP PROJECT B-5152
-L-
P
OC
Sta. 10
+
60.00BEGIN TI
P
P
ROJ
ECT B-
5152
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
B5152_LS_CONTROL.TXT
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B5152-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 831471.385 (ft) EASTING: 1579794.533(ft)
ELEVATION: 698.26(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"B5152-1" TO -L- STATION 10+00.00 IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
****************************************
(SET FLUSH WITH GROUND).
REBAR WITH ALUMINUM CAP STAMPED "BL-4"
L STATION 10+62.00 14' LEFT
N 831301 E 1579486
BM#1 ELEVATION = 703.85'
****************************************
****************************************
(SET FLUSH WITH GROUND).
REBAR WITH ALUMINUM CAP STAMPED "BL-3"
N 53°15'51.04" E Dist 149.40'
L STATION 22+02.00
N 831350 E 1580545
BM#2 ELEVATION = 712.06'
****************************************
****************************************
R/R SPIKE SET IN ROOT OF 24" BEECH TREE
L STATION 18+34.00 25' RIGHT
N 830991 E 1580169
BM#3 ELEVATION = 689.90'
****************************************
****************************************
R/R SPIKE SET IN ROOT OF 20" MAPLE TREE
L STATION 11+08.00 67' LEFT
N 831377 E 1579506
BM#4 ELEVATION = 707.93'
****************************************
3 BL-3 831350.1239 1580544.9816 712.06 OUTSIDE PROJECT LIMITS
2 GPS-2 831130.5867 1580314.1071 698.41 20+31.08 10.09 LT
1 GPS-1 831471.3850 1579794.5330 698.26 12+65.10 201.84 LT
4 BL-4 831301.4713 1579485.7102 703.85 10+61.79 14.13 LT
5 BL-5 831180.1462 1579225.7151 713.26 OUTSIDE PROJECT LIMITS
6 BL-6 831275.5457 1579019.5538 722.46 OUTSIDE PROJECT LIMITS
7 BL-7 831477.8361 1578912.7075 730.72 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
(GROUND TO GRID) IS: 0.99993563
-DRW2-
-DRW2- PT Sta. 11+17.57
-DRW2- Sta. 11+65.00
END CONSTRUCTION
-DRW2- POT Sta. 14+19.56
-DRW2- PC Sta. 10+00.00
-Y1- POC Sta. 13+71.11
E1
CL
GRADE
POINT
0.02 0.02
GRADE TO THIS LINE
-L-
LINE TO STATION FROM STATION
-L-
TYPICAL SECTION NO. 1
10+60.00
E1
T
0.08
E1
F.D.P.S.
VARIABLE
SLOPE
SEE X-SECTIONS
2:1 MAX T 4:1 M
IN
4:1 MIN
-L-21+50.00
D1
2:1 MAX
F.D.P.S.
0.08
2:1 MAXD1
0.02
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
LINE TO STATION FROM STATION
-L-
TYPICAL SECTION NO. 2
23'-5"
24'-8 1/2 "
RATE OF 456 Lbs PER SQUARE YARD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE
RT SHOULDER WIDTH VARIES ON BRIDGE FROM 3'-9" +/- TO 4'-5" +/-.
LT SHOULDER WIDTH VARIES ON BRIDGE FROM 3'-5" +/- TO 4'-0" +/-.
NOTE:
B-5152
J1 PROP. 6" AGGREGATE BASE COURSE.
2A-1
PAVEMENT DESIGN TO BE DETERMINED
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.
D1
D2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT AN
AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS
NOT LESS THAN 2 1/2" OR GREATER THAN 4" IN DEPTH
NOT LESS THAN 3" OR GREATER THAN 5 1/2" IN DEPTH
E2
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN
AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS
W2
EARTH MATERIALT
U EXISTING PAVEMENT
24'-8 1/2 "
GRADE
POINT
17'-1"24'-11"
CL
0.02 0.02
-L-
AN AVERAGE RATE OF 456 Lbs PER SQUARE YARD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, AT
R1 PROP. 2'-6" CONCRETE CURB & GUTTER
GRADE TO THIS LINE
0.02
0.02
2:1 MAX
R1
ORIGINAL GROUND
C2
D1 E1
USE IN CONJUNCTION WITH TYPICAL SECTION NO. 1
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
F.D.P.S. = FULL DEPTH PAVED SHOULDERE.O.T.L. = EDGE OF TRAVEL LANE
** 5' BIKE LANE ON THE BRIDGE IS A RESULT OF THE BOX BEAM WIDTHS
GUARDRAIL AS SHOWN ON PLANS* TRANSITION PAVED SHOULDER TO FACE OF
MATCHLINEMATCHLINE11'-0"11'-0"
SIDEWALK
5'-6"
11'-0"11'-0"8'-0"
5'-0"5'-0"
10'-0" W/GR 5'-0"
6"
5'-0"
11"
FINAL PAVEMENT SCHEDULE
C1
C2
C3
RATE OF 165 Lbs PER SQUARE YARD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE
C2C2C2
W1 W1
TYPICAL SECTION NO. 1A
7'-0"7'-0"
(10' W/GR)(10' W/GR)
RATE OF 165 Lbs PER SQUARE YARD IN EACH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE
AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN
NOT TO EXCEED 1.5" IN DEPTH.
LINE TO STATION FROM STATION
-L-13+50.00 LT
20+82.00 LT-L-
15+83.81 LT +/- (BEGIN BRIDGE)
17+21.19 LT +/- (END BRIDGE)1/30/201711:35:04 AM...\Roadway\Proj\B5152_RDY_TYP.dgnPAVEMENT DESIGNROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
14 - 33" BOX BEAM UNITS = 42'-0"
/// /// /// ///
MIN.
U

MIN.

MIN.

MIN.

C1
C3
E2E2
D1D2
2.5"2.5"
3"3"
Detail Showing Method of Wedging: W1
W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL, SHEET 2A-1)
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL, SHEET 2A-2)
C SURVEY L
**
**
ADDITIONAL WIDTH FOR BICYCLE ACCOMMODATIONS*
ADDITIONAL WIDTH FOR BICYCLE ACCOMMODATIONS*
15+83.81 (BEGIN BRIDGE)
17+21.19 (END BRIDGE)
15+83.81 17+21.19
5'-0"
" F-F2
139'-6
"2
12'-0
16'-0""2
123'-6
ORIGINAL GROUND
ORIGINAL GROUND
LINE TO STATION FROM STATION
-Y1-
TYPICAL SECTION NO. 4
13+20.00
CL
GRADE
POINT
0.02 0.02
GRADE TO THIS LINE
E1
T
0.08
E1
VARIABLE
SLOPE
SEE X-SECTIONS
2:1 MAX T
4
:1
M
IN
4:1 MIN
2:1 MAX
0.08
2:1 MAX7"
-Y1-
15+40.46
ORIGINAL GROUND
ORIGINAL GROUND
B-5152 2A-2
LINE TO STATION FROM STATION
-Y1-
TYPICAL SECTION NO. 3
12+50.00
CL
GRADE
POINT
0.02 0.020.08
4:1 MIN2:1 MAX0.08
-Y1-
13+20.00
ORIGINAL GROUND
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
F.D.P.S. = FULL DEPTH PAVED SHOULDERE.O.T.L. = EDGE OF TRAVEL LANE GUARDRAIL AS SHOWN ON PLAN* TRANSITION PAVED SHOULDER TO FACE OF
4" B25.0BE1
6" ABCJ1
EARTH MATERIALT
U
E2 VAR B25.0B
WEDGINGW2
EXISTING PAVEMENT
C2C2
C1
C2
FINAL PAVEMENT SCHEDULE
4'-0"10'-0"10'-0"4'-0"8'-0"
1.5" SF9.5A
3" SF9.5A
T
PAVEMENT DESIGNROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
...\Roadway\Proj\B5152_RDY_TYP.dgn11:35:05 AM1/30/2017U
E2
MIN.MIN.
C3C1
E2
3"3"
C SURVEY L
Detail Showing Method of Wedging: W2
20'-0" EXISTING
C1 W2 U
ORIGINAL GROUND
ORIGINAL GROUND
VARIABLE
SLOPE
SEE X-SECTIONS2:1 MAX4:1
M
IN
4'-0"10'-0"10'-0"4'-0"8'-0"
LINE TO STATION FROM STATION
TYPICAL SECTION NO. 6
10+10.11
CL
GRADE
POINT
0.02 0.02
11+00.002:1 MAXORIGINAL GROUND
4:1 MIN
0.08 0.08
VARIABLE
SLOPE
SEE X-SECTIONS
4
:1 M
IN
2:1 MAXORIGINAL GROUND
ORIGINAL GROUND
C1
8'-0"4'-0"
TT
10'-0"10'-0"4'-0"
18'-0" EXISTING
W2
E1 E1
C2 C2
U
GRADE TO THIS LINE GRADE TO THIS LINE
7"7"
-DRW2-
-DRW2-
LINE TO STATION FROM STATION
TYPICAL SECTION NO. 5
10+11.00
CL
GRADE
POINT
0.02 0.02
GRADE TO THIS LINE
T
0.08
T
0.08
2:1 MAXJ1
6"
11+10.00
ORIGINAL GROUND
-DRW-
-DRW-
7'-0"2:1 MAX2:1 MAX
ORIGINAL GROUND
ORIGINAL GROUND
4:1 MIN
6'-0"6'-0"2'-0"4'-0"
C3 VAR SF9.5A
COMPUTED BY: AGT DATE: 01/05/2017PROJECT NO. SHEET NO. CHECKED BY: PER DATE:01/06/2017B-5152 3B-1STATE OF NORTH CAROLINADIVISION OF HIGHWAYSStation Station Uncl. Embank. Borrow WasteExcav.+%-L- 10+60 15+85 77 7421 7344-L- 17+20 21+50 485 2696 2211-Y1- 12+50 15+25 331 1288 957-DRW- 10+25 11+10 773 5 768-DRW2- 10+25 11+00 41 13 28SUBTOTALS:1707 11423 10512 796SUBTOTALS:PROJECT TOTALS:1707 11423 10512 796-796 -796PROJECT TOTALS:1707 11423 9716 0Note: Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit.486GRAND TOTALS:1707 11423 10202 0SAY:1710 11430 10210EST. DDE = 385 CUBIC YARDSEST. UNDERCUT EXCAVATION (Contingency) = 500 CUBIC YARDSEST. SELECT GRANUALR MATERIAL (Contingency) = 500 CUBIC YARDSEST. SHALLOW UNDERCUT (Contingency) = 100 CUBIC YARDSEST. CLASS IV SUBGRADE STABILIZATION (Contingency) = 200 TONSEST. SUBDRAIN EXCAVATION (Contingency) = 135 CUBIC YARDSPER GEOTECH RECOMMENDATIONS SUBMITTED SEPTEMBER 13, 2016EST. 5% TOPSOIL ON BORROW PITWASTE TO REPLACE BORROWNote: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Removal of Existing Pavement will be paid for at the contract lump sum price for grading.SUMMARY OF EARTHWORK
40’
40’50’
60’
60’
60’
Slope
Ditch
Front
GEO TEXTILE
1.5’
Slope
Ditch
Front
Geotextile
Slope
Ditch
Front
G eotextile
Slope
Fill
Slope
Fill
Slope
Fill
Slope
Fill
GEO TEXTILE
Slope
Ditch
Front
Slope
Ditch
Front
EX. R/ W
-Y1- +27.32
40.00’ RT
-Y1- +58.92
50.00’ LT
-L- +63.98
60.00’ RT
-L- +00.00
60.00’ RT
-L- +39.09
EX. R/ W
-L- +75.00
40.00’ LT
-Y1- EX. R/ W
& 55.00’ RT
EX R/ W
-L- +50.00
60.00’ LT
-L- EX. R/ W
60.00’ LT
-L- +39.09
& 40.00’ LT
EX. R/ W
-Y1- +50.00
60.00’ RT
-L- +63.98
125.00’ RT
-L- +00.00 -L- +80.00
100.00’ RT
40.00’ LT
-Y1- +58.92
56.00’ LT
-Y1- +50.00
60.00’ LT
-L- +96.00
54.00’ LT
40.00’ LT
-Y1- +33.00
1
7
2
3
2
3
4
5
6
60.00’ LT
-L- +71.33
60.00’ LT
-L- +05.00
50.00’ LT
-L- EX. R/ W
40.00’ LT
-Y1- EX. R/ W
40.00’ RT
-Y1- EX. R/ W
& 55.00’ RT
42.00’ RT
-L- +00.00
70.00’ RT
-L- +20.00
60.00’ RT
-L- +65.00
EX. R/ W
-Y1- +50.00
125.00’ RT
-L- +88.00
60.00’ RT
-L- +70.00
70.63’ RT
-L- +10.00
9
8
60’60’60.00’ LT
-L- EX. R/ W
EX. R/ W LT
-L- +30.32
4
47.58’ RT (PUE)
-L- +28.14
48.47’ RT (PUE)
-L- +16.66
64.’RT (PUE)
-L- +19.00
63.00’ RT (PUE)
-L- +30.50
50.00’ LT
-L- EX. R/ W
71.00’ RT
-L- +87.00
78.50’ RT
-L- +41.50
127.00’ RT
-L- +60.00
70.50’ RT
-L- +54.00
118.00’ RT
-L- +70.00
60.00’ RT
-L- +60.50
EARTHEN DAM
KEITH P. PHILLIPS
DB 2932 PG 3988
KEITH P. PHILLIPS
DB 2893 PG 46
JERYL C. BOUCHARD
AND W IFE
GERALD R. BOUCHARD
DB 2721 PG 2039
PB 50 PG 147
20.00’20.00’36" RCPvvvvvv
2SROCKD
15"PLAS
15"CONCWD BST
12" RCP
9’ROCK W ALL9’ROCK W ALL
12" RCP
DIDI DI
CONC
W HEEL
W ATER
W ATERFALL
STONE
CONC&PEBBLE
CONC&STEEL
1SFD
CANOPY
METAL
60"CL60" STONE WALLCONCFOUNTAIN
GR
GR
GR
GR W /STONE BUTTRESS
84"M TL GATE
60" CL AND M TL GATES
FENCING AROUND W ATERFALL
EIP
NAIL
PK
EIP
EIP
24" R
CP
N 32 59’11" E
75.78’S 3038’01" E55.82’
S
4
0
3
4
’0
5
" E5
2
.0
6
’S 50 14’05" E
50.32’
S 56 44’05" E
107.24’
S 56 44’05" E
50.00’
N 33 15’55" E
KEITH P. PHILLIPS
LASATER LAKE
S 56 38’23" E
22.36’
S 62 39’21" E
24.31’
S 82 06’04" E
22.63’
N 04 41’56" W
43.87’
N 32 34’50" W
24.73’
VALVE
FLOW
N 8230’53" E
83.61’N 4528’33" E82.58’EIP
DB 3083 PG 1732
BK LASATER RD. SR 1100KATHY FITZGERALD
AND W IFE
JOHN FITZGERALD
DB 2197 PG 106
PB 18 PG 51
EIP
EIPN
2
2
3
1’
15" W3
4
8.
3
4’
NORTH LAKESHORE DR.
T
O PE
ACE
H
A
VE
N R
D.
STEPS
STONE
EIP
EIP
EIP
EIPEIP
EIP
BL-4
GPS B5152-2
BL-3
12" RCP
PK NAIL
GPS B5152-1
BAM BOO
BAM BOO
BAMBOO
BAMBOO
WOODS
WOODS8" VC8" VC8" VC
12" DI
P12" DIP 12" DI
P12" DIP 8" DIP8" DIPBRIDGE #95
LT
COLUM N
STONE
RET W ALL
STONE 12"DIP12"DIP15" HDPE24" RCP
3" W ATER LINE
LINE
W / 3" WATER
WATER PUMP
W OODS PB 50 PG 147
PB 2539 PG 514
12" DIP20.00’
W ITH LIGHTS
STONE RET WALL
PAGE 147
AND PLAT BOOK 50
BOOK 18 PAGE 51
RECORDED PLAT
AS PER
ON I-BEAM
SPANS CREEK
W ATER LINE
6" DI
S 55 47’16" E
12.19’N 3636’30" E526.59’N 3636’30" E27.00’N 3641’40" E
2.88’
EIP
51.63’
EXISTING R/W
PROPERTY LINE =
EXISTING R/W
PROPERTY LINE =
DB 1665 PG 1467
LASATER LAKE OW NERS ASSOCIATION, INC.30.00’FAIROAKS ASSOCIATES, LLC
PB 2539 PG 514
PB 20 PG 14
EIP
EIP
DB 2893 PG 46
S 57 41’17" E
49.20’N 35 33’39" E
32.55’
COLUM N
STONE
SPILLW AY
REFERENCE AT
AND DEED
UNKNOW N OW NER
SPIGOT36" WWDILAPIDATEDVAR. GRW /STONE BUTTRESS
M TL GATE
W OODS
WOODS 36" WW DILAPIDATED36" WW36" WW36" WW36"
W
W
BAM BOO
BAM BOO
BAMBOO
BAMBOO
BAM BOO
WOODSWOODS
W OODS
W OODS
W OODS
W OODS
36" WW
48" SR W ITH W W
GATE
MTL
GR
GRGR
VAR. GR
GATE
CHAIN
W OODS
W OODS
WOODSW OODS VAR. GR36" CONC HW
LT
LT
LT
LT LT
10
’ B
ST
12" RCPSTONE W ALL
VAR. HT 8" VC8" VC15"
R
C
P
15" HDP
E
VAR. BST
M TL
COLUM N
STONE
COLUMN
STONE
LT
48" SR
STONE WALL
VAR. HT
VAR. BST
W OODS
W OODS
WOODS
WOODS
8" VC
18" RCP
W /FES
POND
RETAINING
SPILLWAY
STONESTONE DAMM ARSHY
60" CHL
60" WD60" W D
60" WDSTONE W ALL
VAR. HT
VAR. GRGR
CB
W D
W OODS
W O O DS
WALK
ST O N E
STONEWALKUNABLE TO FIND PIPE
1
2" HDPEEND UNKNOW
NW OODS
STONE
8" VC
PIPE BURIED
STONE WALL
VAR. HT WDPAVERS8" VC
8" VC
S
2
2
3
8’
5
1" E19
9.
3
8’S 2634’23" E212.48’EI
P
N 7 1 5 5 ’2 9 " E
3 5 2 .2 1’EIPEIPEIPN 7 1 5 0 ’3 3 " E
N 2658’05" E123.54’N 2658’05" E208.96’S 60 21’33" EEIP
S 1418’50" E
122.87’S 2900’39" E235.46’POSTCONC BM #4
BM #3
TT
ANNETTA G. TODD, TRUSTEE
DB 1806 PG 2821
GLORIA GARM ON GAM BLE
AND W IFE
CHARLES FRANKLIN GAM BLE
PB 18 PG 51
DB 1606 PG 750
DB 1858 PG 539
CAROLYN TESH RAJACICH
AND W IFE
JOSEPH RAJACICH
SUSAN W . W HITFIELD
AND W IFE
JASPER B. W HITFIELD
PROPERTY LINE = CENTERLINE OF CREEKCENTERLINE OF CREEK
PROPERTY LINE =
ILENE S. TRUJILLO
AND W IFE
JAIM E E. TRUJILLO
DB 1484 PG 1342
W OODS
TO DWELLINGNO UTILITIESABANDONED
NO UTILITIES
LEIGH ANN JANJUA
AND W IFE
RASHID M . JANJUA
PB 54 PG 59
N 14 44’34" E
36.16’
N 2120’47" E
27.25’N 6136’45" E61.36’S 25 19’16" E
10.16’
N 64 40’44" E
19.89’S 2519’16" E31.64’N 7856’48" E81.54’N 78 57’34" E
42.49’
N 8307’33" E
65.15’
EIP
EIP
EIP
N 33 34’57" E
27.91’
S 1106’28" E111.85’S 1115’09" E60.75’S 1332’02" E134.95’N 8546’08" E
141.46’8" V
C
S 60 21’33" E
43.94’
EXISTING
R
/W
PROPERTY
LINE
=
EXISTING R/
W
PROPERTY LINE =
EXISTING R/W
PROPERTY LINE =EXISTING R/WPROPERTY LINE =N 05 06’12" W
29.70’
30
.00
’30.00’EXISTING R/W
EXISTING R/WEXISTING R/
W
PROPERTY LINE =
60.00’
CONC
96.41’
FENCE
24" SILTFENCE24" SILTFENCE24" SILT N 8546’08" E
27.14’
BK WALL
VAR. HT
C
ONC
3SBKD
PATIO
WOODS
W OODS
C
ONC
EIP
EIP
N
43 32
’14" W
122
.28
’
N
0
6
12’5
0"
E
12
1.8
4’N 3317’58" E207.71’S
36
12’03" E1
87.82’N 3702’42" E134.59’N 8737’50" E
114.92’
S
4158
’31" E
49
.49
’S
1
70
9
’
4
6
" W2
2
9.94
’EXISTING R/WEASEMENT
10’ ACCESS
8 " DI
6" DI
6" DI
6" D I
8" DI
18’ BST 19.5’ BSTSHRUBS
FLOW ERING
CREEKBLANKETGATE
CABLE
15" RCPVAR. SOIL DRIVE30.00’+12.208
7.
6
9’+13.
0
0
20.62’
+36.97
31.48’+14.68
11.00’
+16.29
97.83’
+92.78
DB 3265 PG 2296
B GODFREY HOM ES, LLC
KEITH P. PHILLIPS
DB 2932 PG 3988
FAIR OAKS ASSOCIATES, LLC
DB 3083 PG 1732
LEIGH ANN JANJUA
AND W IFE
RASHID M . JANJUA
PB 54 PG 59
EXISTING R/WPROPERTY LINE =POND BED
W OODS
BST
W OODS
36.13’
+73.37 20.00’12" DIPBAMBOO
GR
LT
LT
MARSHY
20.00’
STONE W ALL
N 73 56’28" E
34.09’
N 26 34’59" E
GATE
MTL
ASSOCIATES, LLC
FAIR OAKS
03020
1
00
01020
3
04
0102
0
3
0
4
E
X
E
X 02020201000102040302020304010001020202020303040404 04
03
03
02 02
0202
0203
EXEX
02 02
0101
02 02
03 03
040403030201EXEX
0101
0000
04 04
0
3
0
3
11’
1
1’8:111’11’
50’ R
6’
6’
EX
15’R,+67
50’ R
30’ R10’10’TYP18’ +
0
4
0
4
+40TYP
18’ TYP18’ +60TYP
18’ +35+10TYP18’ TYP
18’
+2 4 .5 9
150-30-150’ R
150-30-150’ R
10’10’
15’15’+18.23
+80.79
1
0
’+47+3
9
17’ R
22’ R
13.75’ RT.
-Y1- STA. 10+37.33
BEGIN 2’-6" C&G
8:1
8.5’
8.5’+8
7
6’
20’ LT.
-L- STA. 20+82.00
EN D 2’-6" C&G
P.S.5’50’ TAPER5’ P.S.
-L--Y1-
PI Sta 10+34.29
D
L = 68.52’
T = 34.29’
R = 675.00’
PI Sta 11+81.89
D
L = 195.46’
T = 113.38’
R = 154.00’
PI Sta 18+83.72
D
L = 232.24’
T = 144.63’
R = 154.00’
-L-
-Y1- -DRW- PI Sta 10+59.73
D
L = 117.57’
T = 59.73’
R = 270.00’
-Y2-
e = 0.03 e = 0.04
Ro = 72’
e = 0.04
Ro = 72’
e = 0.04
Ro = 72’
e = 0.04e = 0.03
15+00 20+00PI Sta 10+37.91
D
L = 75.75’
T = 37.91’
R = 760.00’
PI Sta 12+31.18
D
L = 139.91’
T = 70.50’
R = 460.00’
PI Sta 13+87.55
D
L = 158.33’
T = 86.97’
R = 154.00’
+13.46
P.S.5’
-DRW-
PI Sta 10+35.49
D
L = 35.22’
T = 19.96’
R = 30.00’
PI Sta 10+89.78
D
L = 28.81’
T = 14.82’
R = 50.00’
PI Sta 11+51.84
D
L = 95.53’
T = 48.06’
R = 350.00’15+00-L- POC Sta. 10+60.00
BEGIN TIP PROJECT B-5152
-L- POT Sta. 21+50.00
END TIP PROJECT B-5152
-L- POT Sta. 22+01.95
-Y1- PC Sta. 11+60.68
-Y1- PT Sta. 10+75.75
-Y1- PC Sta. 10+00.00
-Y1- PRC Sta. 13+00.59
-L- PRC Sta. 10+68.52
-L- PC Sta. 10+00.00
-L- PT Sta. 12+63.98
-Y1- POT Sta. 15+51.46
-L- POT Sta. 13+35.73
-L- PC Sta. 17+39.09
-DRW- PT Sta. 11+99.31
-DRW- STA. 11+10.00
END CONSTRUCTION
-DRW- PCC Sta. 11+03.78
-DRW- PC Sta. 10+74.96
-DRW- PT Sta. 10+50.75
-DRW- PC Sta. 10+15.53
-DRW- POT Sta. 10+00.00
-L- POC Sta. 17+95.29
-L- PT Sta. 19+71.33
-Y1- PT Sta. 14+58.92
11’11’5’ P.S.5’ P.S.5’ P.S.5’ P.S.TYP18’ +83.33 8:1TL-2, +75
G RAU 350
TYP
18’
-Y1- Sta. 12+50.00
BEGIN CONSTRUCTION
+3550’ TAPER+75
EN D C&G
+34
BEG C&G8:1-DRW2-
-DRW2- PC Sta. 10+00.00
-Y1- POC Sta. 13+71.11
-DRW2- PT Sta. 11+17.57
-DRW2- Sta. 11+00.00
END CONSTRUCTION
-DRW2- POT Sta. 14+19.56
0405060708EXEX051
0
’040550’ R
8.5’
8.5’
6’11’11’5’ P.S.HW
15"
CB
CB
CB
CB
CB
REM O VE
18" RCP-IV
Flatter4:1 or
D4:1( Not to Scale)
SPECIAL CUT DITCH
-L- FRO M STA. 10+60 TO STA. 11+50 LT
DETAIL A
M in. D= 1 Ft.
G round
Natural
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL C
LAT. BASE DITCH
SEE DETAIL E
LAT. V DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL D
SPECIAL CUT DITCH
0403
0401
0402
0404
0405
0406
0407
0408
0409
0410
0411
0412
0413
0415
0416
0417
0418
DRAIN
TO
GRADE
BURIED 8"42" RCP-III
HW
15"
15"
BU
R
IED

8
"4
2
" R
C
P
-III( Not to Scale)
BAN K STABILIZATIO N
DETAIL J
Slopes
Nat. Channel
Type of Liner= See Below
AN D DRIVEW AY PIPE
CLEAN O UT DITCH LINE
2:1D Flatter4:1 or
d
( Not to Scale)
RO ADW AY CUT DITCH w/RIP RAP
-L- FRO M STA. 20+50 TO STA. 21+50 RT
DETAIL H
M ax. d= 1 Ft.
M in. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural 2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH w/RIP RAP
-L- FRO M STA. 20+00 TO STA. 20+50 RT
DETAIL I
M ax. d= 1 Ft.
M in. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
TO BE RETAINED
STO NE DAM
PIPE(S) UNDER
RETAINRETAIN
RETAIN DI
RETAIN
RETAINRET
AI
NREMOVERETAIN
RETAIN
R
E
T
AI
NR
E
T
AI
NRETAIN DI
RETAIN
15"
CB
0400
W/ELBOWS15" CSPDETAIL D
DITCH SEE
SPECIAL CUT
BURIED 1’
7’x6’ RCBC
-Y1- STA. 14+49 LT, CL I RIP RAP=20 TO NS, Geotextile=39SY
-L- STA. 18+44 LT, CL I RIP RAP=40 TO N S, Geotextile=78SY
-L- STA. 14+95 RT, CL I RIP RAP=12 TO NS, Geotextile=17SY
B
2:1
2:1D
( Not to Scale)
STAN DARD BASE DITCH
-L- STA. 18+22 LT, L=23’, S=0.52%, DDE=60 CY
DETAIL G
B= 4 Ft.
M in. D= 2 Ft.
G round
N atural
Ground
Natural
RCP-III
24"
EST. 3 TO NS
CLASS ’B’ RIP RAP
10 SY G F
39 SY G F
EST. 20 TO N S
SEE DETAIL ’J’
BANK STABILIZATIO N
13 SY GF
EST. 6 TO N S
SEE DETAIL F
LAT. BASE DITCH
78 SY GF
EST. 40 TO NS
SEE DETAIL ’J’
BAN K STABILIZATIO N
35 SY G F
EST. 16 TO N S
SEE DETAIL F
LAT. BASE DITCH
62 SY G F
EST. 28 TO N S
SEE DETAIL H
DITCH w/RIP RAP
RO ADW AY CUT
34 SY GF
EST. 15 TO N S
SEE DETAIL I
DITCH w/RIP RAP
SPECIAL CUT
17 SY G F
EST. 12 TO N S
SEE DETAIL ’J’
BANK STABILIZATIO N
W /ELBS
15" CSP
PAY ITEM S
STRUCTURE
EXCAVATIO N ,
AN D STRUCTURE
CLASS II RIP RAP
20 SY PSRM
SEE DETAIL EA
LAT. V DITCH
EW
S=0.52%
SEE DETAIL G
STANDARD BASE DITCH
LATERAL ’V’ DITCH
( Not to Scale)2:12:1
D
b
d
1"/Ft.
DDE=6 CY
-L- FRO M STA. 18+12 TO STA. 18+50 RT
b= 5 Ft.
M ax. d= 1 Ft.
M in. D= 1 Ft.
Type of Liner= PSRM
DETAIL EA
Ground
Natural
SLO PE=0.31%
SEE DETAIL B
’V’ DITCH
STANDARD
LATERAL ’V’ DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
DDE=22 CY
-L- FRO M STA. 18+50 TO STA. 19+00 RT
b= 5 Ft.
M in. D= 1 Ft.
DETAIL E
G round
N atural4:14:1
D
( Not to Scale)
STAN DARD ’V’ DITCH
-L- STA. 11+50 LT, L=26’, S=0.31%, DDE=4 CY
M in. D= 1 Ft.
DETAIL B
Ground
Natural
G round
N atural
( Not to Scale)
2:1
2:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- FRO M STA. 19+69 TO STA. 20+00 RT, DDE=15 CY
DETAIL C
b= 5 Ft.
B= 2 Ft.
M in. D= 1.2 Ft.
G round
Natural
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DDE=274 CY
-L- FRO M STA. 18+22 TO STA. 19+50 LT (b=5 Ft)
DDE=4 CY
-L- FRO M STA. 14+60 TO STA. 14+92 LT (b=3 Ft)
DETAIL F
b= See below
B= 2 Ft.
M ax. d= 1 Ft.
M in. D= 1 Ft.
Type of Liner= Class B Rip-Rap
G round
Natural
& 15" RCP
REM O VE FO O TBRIDGE
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-Y2- FRO M STA. 10+23 TO STA. 10+90 LT
-Y1- FRO M STA. 13+00 TO STA. 14+52 RT
-Y1- FRO M STA. 13+00 TO STA. 13+50 LT
-L- FRO M STA. 20+65 TO STA. 21+00 LT
-L- FRO M STA. 19+50 TO STA. 19+69 RT
DETAIL D
M in. D= 1 Ft.
Ground
Natural 2:1D
B
( Not to Scale)
SPECIAL CUT G RASSED SW ALE
Flatter4:1 or
-DRW - FRO M STA. 10+25 TO STA. 10+50 LT
Ground
N atural
B= 0 Ft.
M in. D= 1 Ft.
DETAIL DA
SEE DETAIL DA
SPECIAL CUT GRASSED SW ALE
4B-5152
DEN O TES PAVEM EN T REM O VAL
SR 1100 OVER BLANKET CREEK
N. LAKES
HORE DR.
2038 ADT BUILD
2018 ADT NO-BUILD
SKETCH SHOWING ROADWAY IN RELATION TO STRUCTUREF-F11’11’5’39’-6"12’-6"SEE SHEETS S-1 THRO UG H S-?
FO R STRUCTURE PLAN S.
TL-2, +28
G RAU 350
TYPE III
TL-2, +89
GRAU 350
TYPE III
TYPE-III
TL-2, +67
GRAU 350TYPE-III
-L-
-L- SR 1100
-Y1-11’11’0202HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Num ber: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
590
510
1190
1030
100
100 490
410
1580
1340
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
REVISIONS HYDRAULICSROADWAY DESIG N
ENG IN EER EN GIN EER
R/W SHEET NO .
SHEET N O .PRO JECT REFERENCE N O .
20-APR-2017 08:44R:\Roadway\Proj\B5152_RDY_PSH04.dgn$$$$USERNAME$$$$8/17/99D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
15+00 +35SEE SHEETS N O . 5 AN D 6 FO R PRO FILES
ABAN DO N ED UN DER THIS PRO JECT
RIG HT O F W AY TO BE
-L- STA. 15+72.94
BEG IN APPRO ACH SLAB
-L- STA. 15+83.81
BEG IN BRIDG E
-L- STA. 17+21.19
EN D BRIDG E
-L- STA. 17+32.06
EN D APPRO ACH SLABON PARCEL 3. - AGT04/20/17 - ROW REVISION: ADDED PUE FROM -L- STA. 17+39.09 TO 17+60.50 RT. ON PARCELS 3 AND 4 AND REVISED TCE FROM -L- STA. 17+80.00 TO STA. 18+10.00 RT.F
C
C
C
C
C C
C
C
C
C
F
F
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
F
F
CF
F
C
F
F
F
C
C
C
C
NS
RS 2007
N
A
D 83/
-L-
B-5152 5
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
630
640
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720
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740
SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601790
620
630
640
1/30/201711:54:21 AM...\Proj\B5152_RDY_PFL05.dgnHYDRAULICS
ENGINEER
ROADWAY DESIGN
ENGINEER
(
-
)3
.5261%
(+)0.5000%
PI = 20+00.00
EL = 696.10'
(+)0.5000%
(+)4.9533%
VC = 300'
K = 67
PROPOSED GRADE
EXISTING GROUND
EL. = 705.29'
-L- STA. 10+60.00
BEGIN GRADE
-Y1- STA. 15+51.46
-L- STA. 13+35.73
EL. = 703.53'
-L- STA. 21+50.00
END GRADE
PI = 14+05.00
EL = 693.13'
VC = 200'
K = 50
SEE SHEET 4 FOR PLAN VIEW
R/R SPIKE SET IN ROOT OF 24" BEECH TREE
ELEVATION = 689.90'
-L- POC STA. 18+34 (25' RIGHT)
BM #3
-DRW- STA. 10+00.00
-L- STA. 17+95.29
R/R SPIKE SET IN ROOT OF 20" MAPLE TREE
ELEVATION = 707.93'
-L- POC STA. 11+08 (67' LEFT)
BM #4
EL. = 694.02'
-L- STA. 15+83.81
BEGIN BRIDGE EL. = 694.71'
-L- STA. 17+21.19
END BRIDGE
42" RCP-III
(-)2
.64%BASE DITCHBEGIN LAT ELEV. 684.00STA. 14+60.00 LTBASE DITCHEND LAT ELEV. 682.86STA. 14+92.00 LTCUT DITCHBEGIN SPECIALELEV. 703.46STA. 10+60.00 LTCUT DITCHEND SPECIALELEV. 701.08STA. 11+50.00 LTBEGIN LAT 'V' DITCHELEV. 692.00STA. 18+12.00 RTELEV. 684.50STA. 18+22.00 LTBEGIN LAT BASE DITCHELEV. 688.19STA. 18+50.00 RTELEV. 688.09STA. 18+83.00 RTEND LAT 'V' DITCHELEV. 689.50STA. 19+00.00 RT(+)8.29%
(-)10.03%(-)0.30%(-
)3
.56%
(+)3.40%END LAT BASE DITCHELEV. 688.85STA. 19+50.00 LTBEGIN SPECIAL CUT DITCHELEV. 695.17STA. 19+50.00 RT24" RCP-III
(+)0.90%(+)7.52%END SPECIAL CUT DITCHBEGIN LAT BASE DITCHELEV. 693.50STA. 19+69.00 RTEND LAT BASE DITCHBEGIN SPECIAL CUT DITCHELEV. 693.78STA. 20+00.00 RTEND SPECIAL CUT DITCHELEV. 697.54STA. 20+50.00 RTCUT DITCHBEGIN SPECIALELEV. 696.81STA. 20+65.00 LTCUT DITCHEND SPECIALELEV. 698.73STA. 21+00.00 LT(+)5.49%
LEFT DITCH
RIGHT DITCH
= 695.19 FTOVERTOPPING ELEVATION
= 92.00 CFSOVERTOPPING DISCHARGE
= 100+ YROVERTOPPING FREQUENCY
= 694.28 FTQ100 HW ELEVATION
= 83.00 CFSQ100 DISCHARGE
= 691.83 FTDESIGN HW ELEVATION
= 52.00 CFSDESIGN DISCHARGE
= 25 YRDESIGN FREQUENCY
= 26.97 ACDRAINAGE AREA
42" RCP-III, STA. 18+67 (BURIED 8")
= 695.92 FTOVERTOPPING ELEVATION
= 18.00 CFSOVERTOPPING DISCHARGE
= 100+ YROVERTOPPING FREQUENCY
= 695.37 FTQ100 HW ELEVATION
= 13.00 CFSQ100 DISCHARGE
= 695.29 FTDESIGN HW ELEVATION
= 12.00 CFSDESIGN DISCHARGE
= 25 YRDESIGN FREQUENCY
= 3.85 ACDRAINAGE AREA
24" RCP-III, STA. 19+64
(-)8.79%
(BURIED 1')
7' X 6' RCBC
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1883
= 25
= 687.5
= 2478
= 100
= 688.05
= > 3724
= > 500
= 693.6
= 09/13/16
= 679.0
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 1883
= 25
= 687.5
= 2478
= 100
= 688.05
= > 3724
= > 500
= 693.6
(5/28/15)
EL=679.0'
NWS
(STRUCTURE PAY ITEM)
EXCAVATION
STRUCTURE
PAY ITEM)
(STRUCTURE
RIP RAP
CLASS 'II'
PAY ITEM)
(STRUCTURE
RIP RAP
CLASS 'II'
10+00 11+00 12+00 13+00 14+00 15+00 16+00
730
740
11+00 12+00 13+00 14+00 10+00 11+00 12+00

6B-5152
-Y1-
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10+00
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
1/30/201711:54:30 AM...\Proj\B5152_RDY_PFL06.dgn-DRW2-
15+00
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-DRW-
PROPOSED GRADE
EL. = 701.93'
-Y1- STA. 12+50.00
BEGIN GRADE
-Y2- STA. 10+00.00
-Y1- STA. 13+71.11
EL. = 695.52'
-L- STA. 13+35.73 (11.00' LT)
-Y1- STA. 15+40.46 =
END GRADE
PI = 14+10.00
EL = 695.13'(-)4
.2
5
2
5%
(+)0.3000%
VC = 130'
K = 29
SEE SHEET 4 FOR PLAN VIEW
GROUND
EXISTING
EXISTING GROUND
PI = 10+60.00
EL = 696.79'
(-)0.9339%
(-)0.3000%
VC = 80'
K = 126
EL. = 697.26'
-Y1- STA. 13+72.55 (10.00' RT)
-DRW2- STA. 10+10.11 =
BEGIN GRADE
GRADE
PROPOSED
EL. = 696.67'
-DRW2- STA. 11+00.00
END GRADE
PROPOSED GRADE
EXISTING GROUND
EL. = 696.66'
-DRW- STA. 11+10.00
END GRADE
EL. = 695.52'
-L- STA. 17+95.29 (11.00' RT)
-DRW- STA. 10+11.00 =
BEGIN GRADE
PI = 10+60.00
EL = 696.51'
(+)2.0276%
(+)0.3000%
VC = 80'
K = 46
= 696.90 FTOVERTOPPING ELEVATION
= 10.25 CFSOVERTOPPING DISCHARGE
= 100+ YROVERTOPPING FREQUENCY
= 695.76 FTQ100 HW ELEVATION
= 2.70 CFSQ100 DISCHARGE
= 695.71 FTDESIGN HW ELEVATION
= 2.40 CFSDESIGN DISCHARGE
= 25 YRDESIGN FREQUENCY
= 0.88 ACDRAINAGE AREA
18" RCP-IV, STA. 13+50
= 694.97 FTOVERTOPPING ELEVATION
= 75.00 CFSOVERTOPPING DISCHARGE
= 100+ YROVERTOPPING FREQUENCY
= 694.34 FTQ100 HW ELEVATION
= 67.00 CFSQ100 DISCHARGE
= 692.75 FTDESIGN HW ELEVATION
= 42.00 CFSDESIGN DISCHARGE
= 25 YRDESIGN FREQUENCY
= 20.56 ACDRAINAGE AREA
42" RCP-III, STA. 14+50 (BURIED 8")CUT DITCHBEGIN SPECIAL ELEV. 697.93STA. 13+00.00 LTCUT DITCHBEGIN SPECIALELEV. 697.14STA. 13+00.00 RTCUT DITCHEND SPECIAL ELEV. 694.82STA. 13+50.00 LTELEV. 693.35STA. 13+50.00 RTCUT DITCHEND SPECIALELEV. 689.53STA. 14+52.00 RT42" RCP-III
18" RCP-IV(-)3
.75%
(-
)7.58%(-)6.22%
LEFT DITCH
RIGHT DITCH
CUT DITCHBEGIN SPECIAL ELEV. 694.82STA. 10+23.00 LTCUT DITCHEND SPECIAL ELEV. 695.02STA. 10+90.00 LT(+)0.30%
LEFT DITCH
RIGHT DITCH
CUT DITCHBEGIN SPECIAL ELEV. 692.00STA. 10+25.00 LTCUT DITCHEND SPECIAL ELEV. 694.93STA. 10+50.00 LT+11.72%
LEFT DITCH
RIGHT DITCH