20201842 Ver 2_C00-Cleveland Bluffs_Next Phase_CD_20201202_20210405

CONS TRUC TIN DRA W/NGS FOR
CLEVELAND BLUFFS SUBDIVISION
JOHNSTON COUNTY, NORTH CAROLINA
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1
TITLE SHEET & LOCATION MAP
C1.0
2
EXISTING CONDITIONS & DEMOLITION PLAN
C2.0
3
PRELIMINARY PLAT / SITE PLAN
C3.0
4
ROADWAY PLAN & PROFILE INDEX
C4.0
5
ROADWAY PLAN & PROFILE — CRABTREE DRIVE
C4.1
6
ROADWAY PLAN & PROFILE — STREET H
C4.2
7
ROADWAY PLAN & PROFILE — STREET H & STREET I
C4.3
8
ROADWAY PLAN & PROFILE — RED PLUM LANE
C4.4
9
ROADWAY PLAN & PROFILE — RED PLUM LANE
C4.5
10
ROADWAY PLAN & PROFILE — RED PLUM LANE & PUA
C4.6
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CSD
ENGINEERING
LICENSE If C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
LOCA 11ON MAP do INDEX
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DATE: 12/2/2020
NORZ SCALE: 1" = 150'
VERT. SCALE: N/A
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet Cl • 0
Sheet No. 1 OF X

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CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
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EXIS1ING COND1IONS
OVERALL SUBDIVISION LAYOUT
CONSTRUCTION DRAWINGS FOR
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DATE:: 12/2/2020
NORZ SCALE: 1" = 100'
VERT. SCALE: N/A
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet
C2.0
Sheet No
2 OF

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C SITE DATA:
TAG LEGEND:
R/W = PUBLIC RIGHT-OF-WAY
PUE - PUBLIC UTILITY EASEMENT
1. 1HIS MAP IS NOT FOR CONVEYANCE, RECORDATION OR SALES.
2. NC PARCEL ID NUMBER: 163600-63-0003
ID/TAG: 06F040208
PARCEL ADDRESS: 258 ALLEN ROAD CLAYTON, NC 27520
3. TOTAL PARCEL AREA 1,573,387 Sc 36.12 AC
20 FT FROM LOCAL S1REET R/W (RONT)
12 FT ROM SIDE S1REET R/W (SIDE)
5 FT ROM INTERIOR LOT LINES (SIDE)
10 FT ROM BACK LOT IJNES (BACK)
6. NUMBER OF LOTS PROPOSED
NUMBER OF RECORDED LOTS
TOTAL SINGLE FAMILY LOTS
94 LOTS
162 LOTS
256 LOTS
Z 1HE NUMBER OF LOTS MEETS 1HE NUMBER OF LOTS ALLOWED FOR
SINGLE-FAM1LY DETACHED DWELLINGS (MAX. 256 LOTS PER PUD
SPECIAL USE CASE 14-30).
8. SEE ENWRONMENTAL NO1ES FOR VEGETATION, WETLAND, S7REAM.
9. LOTS SHALL BE SERVED BY PUBLIC WA7ER SUPPLY AND SANITARY
SEWER (JOHNSTON COUNTY).
BASIC LOT LAYOUT
1. SE7BACKS AS SHOWN ARE FOR SPECIAL USE CASE 14-30
2. MAXIMUM BUILDING HEIGHT = 35'
3. MAXIMUM IMPERWOUS AREA = 3,000 SF
4. MINIMUM LOT SIZE= 7,500 SF
MINIMUM BUILDING SE1BACKS:
FRONT = 20'
CORNER = 12'
SIDE = 5'
REAR = 10'
R13.5'
FIRONT
REAR
TYPICAL LOT
10'
MINIMUM
BUILDING
SEPERATION
CSD
ENGINEERING
LICENSE C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
PRELIMINARY PLAT / SITE PLAN
OVERALL SUBDIVISION LAYOUT
CONSTRUCTION DRAWINGS FOR
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PLAN NOT RELEASED
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DATE: 12/2/2020
VERT. SCALE: N/A
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet

LOCATIONSCALE MAP
NOT TO
SHEET INDEX NOTES
1. FOR CRABTREE DRIVE ROADWAY AND STORM DRAINAGE
SYSTEM PLAN AND PROFILE, SEE SHEET C4.1.
2. FOR CRABTREE DRIVE WATER AND SEWER PLAN AND
PROFILE, SEE SHEET C6.1.
3. FOR STREET H ROADWAY AND STORM DRAINAGE PLAN
AND PROFILE, SEE SHEETS C4.2 & C4.3.
4. FOR STREET H WATER AND SEWER PLAN AND PROFILE,
SEE SHEETS C6.2 AND C6.3.
5. FOR STREET I ROADWAY AND STORM DRAINAGE PLAN AND
PROFILE, SEE SHEET C4.3.
6. FOR STREET I WATER AND SEWER PLAN AND PROFILE,
SEE SHEET C6.3.
7. FOR RED PLUM LANE ROADWAY AND STORM DRAINAGE
PLAN AND PROFILE, SEE SHEETS C4.4, C4.5 AND C4.6.
8. FOR RED PLUM LANE WATER AND SEWER PLAN AND
PROFILE, SEE SHEETS C6.4, C6.5 AND C6.6.
9. FOR STREET J ROADWAY AND STORM DRAINAGE PLAN
AND PROFILE, SEE SHEET C4.7.
10. FOR STREET J WATER AND SEWER PLAN AND PROFILE,
SEE SHEET C6.7.
11. FOR FORCE MAIN, PUMP STA11ON PLAN AND RELOCA11ON
OF EXIS11NG SEWER ALONG CREEK, SEE SHEETS C7.O
THROUGH C7.XX.
i
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CHANEY DRIVE
PROPERTY BOUNDARY
PROPERTY BOUNDARY
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POND 1
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PROPERTY BOUNDARY
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7
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2'-6"
1'-0"
7"[
6" MIN.
J11"
NCDOT STD. DWG. 846.01
2'-6" MODIFIED VALLEY
CURB AND GUTTER
ROADWAY TYPICAL SECTION
R/W
50' R/W 1 R/W
11' 2.5' 22'
2.5' 3' 5' 3.5'
1/22 1/47FT
1/4"/FT.
50' RIGHT OF WAY
22' G—G ROADWAY SEC11ON
(LOCAL RESIDEN11AL ROADS)
PAVEMENT DESIGN
1"SF9.5C
1-1/2" S 9.5 C (BINDER)
8" A.B.C.
NCDOT STD. DWG. 846.01
2'-6" MODIFIED VALLEY
CURB AND GUTTER
NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO
7HE CURRENT VERSION OF 7HE NCDOT STANDARD SPEGIFICA17ON AND
STANDARD DETAILS IN EFFECT AT 7HE 11ME OF APPROVAL
2. NORMAL CROWN OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED BY
7HE ENGINEER
J
Vl
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
1
ROADWAY & STORM DRAINAGE PLAN
ROADWAY PLAN & PROFlLE INDEX SHEET
J
CONSTRUCTION DRAWINGS FOR
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1
DATE:: 12/2/2020
NORZ SCALE: 1" = 100'
VERT. SCALE: 1" = N/A
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet
C4.0
Sheet No. 4 OF X

300
290
280
270
2+00
L
39
LIMITS OF CONSTRUCTION
3+00 -
C/L OF EX. R/W
EX. CURB & GUTTER
40
4+00
PROP. PAVEMENT TIE IN
1
41
42
CB
5+42 L
TBC 287.92
LOT LINE INV. OUT 284.30 (SW - 15")
E2
■
N
2
5+00
EOP �+
PROP. R/W
3
43
176 LF - 15" R.C. PIPE
6+00
MODIFIED VALLEY C&G
BACK OF CURB
10x70 SIGHT TRIANGLE
PROP. LOT LINE
R25'
4
5
44
6+77.34
1
1
1
CRABTREE DRIVE
45
CB
7+18 L E4
IBC 286.05
INV. IN 282.35 (NE - 15")
INV. OUT 282.35 (N - 15")
7+00
--.
•
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♦
♦
♦
46
♦
♦
R=300.00'
L=99.37'
4=18'58'45"
♦
20' PUBLIC DRAINAGE ESMT.
22 LF - 15" R.C. PIPE
60 LF - 15" R.C. PIPE
R25' 10x70 SIGHT TRIANGLE
10' PUBLIC DRAINAGE ESMT.
35
34
8+00
DI
8+37.18 R
RIM 284.76
INV. OUT 281.50 (NW - 15")
E6A
DI
8+53.30 L
RIM 283.14
INV. IN 280.20 (SE - 15")
INV. OUT 280.20 (NW - 15")
48
1
1
1
10x70 SIGHT TRIANGLE \ 1
E6
116
CB
8+50 L
TBC 284.64
INV. IN 280.00 (SE - 15")
INV. OUT 279.75 (SW - 18")
E5
36
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IPE
27 LF - 18" R.C. PIPE
39 LF - 18" R.C. PIPE
37
1
47 ;
7,•
•
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PROP. STORMWATER ESMT.
10x70 SIGHT TRIANGLE ♦
\
38
♦\
•
•
CB \ 9+68 50 L/I
IBC 283.38
INV. IN 279.10 (NE - 18")
INV. OUT 279.10 (NW - 18")
-
,
\
\
E8
E7
CB
\ 9+68 50 R
'TBC 283.38
INV. IN 278.90 (SE - 18")
INV. OUT 278.90 (W - 18")
\
1.05%
PW STA = 3+48 21
HP STA=3+80.47
HP ELEV=289.38
PV1 STA=3+80.68
PV1 ELEV=289 55
A.D.=-2.11
K=30.00
63.43' VC
pn
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a
CB
5+42 L
TBC 287.92
INV. OUT 284.30 (SW - 15
E2
CB
_______ ____ 1NLSTREET-H
7+18 L
IBC 286.05
EX. GROUND 0 CENTERLINE
176 LF - 15" R.C. PIPE 1.11X
CB
E4
PROP. GRADE 0 CEMERLINE
0+40.50 L
TBC 284.84
HI
CB
CB
9+68.50 R
TBC 283.38
IBC 284.64
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INT. RED PLUM LN
co 4J
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10+39.01 R
IBC 283.43
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2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
\
11+00
CSD
ENGINEERING
LICENSE C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
ROADWAY do STORM DRAINAGE PLAN
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DATE: 12/2/2020
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet
C4.1
Sheet No.

/
1
300
290
280
270
260
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/
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1
I
1
I
I
II
60LF- 15" -R.C. PIPE
CB
I
0+40.50 R
TBC 284.84
INV. OUT 282.13 (SW - 15")
35
0+40.50 L
IBC 284.84
INV. IN 281.10 (S - 15")
INV. IN 281.04 (NE - 15")
INV. OUT 280.94 (NW - 15")
H1
156 LF - 15" R.C. PIPE
1+00
27 LF - 15" R.C. PIPE
R=230.00'
L=55.76'
4=1353'28"
4
5
34
PROP. R/W
6
DI
CB
3+05.50 L
TBC 272.60
INV. IN 268.90 (SE - 15")
INV. OUT 268.70 (NE - 18")
1+94.92 L
RIM 277.04
INV. OUT 272.80 (N - 15")
2+00 L
IBC 277.17
INV. IN 272.60 (SE - 15")
INV. IN 272.60 (S - 15")
INV. OUT 272.50 (NW - 15")
105 LF - 15" R.C. PIPE
10x70 SIGHT TRIANGLE
33
27 LF - 18" R.C. PIPE
7
BACK OF CURB
8
CB
3+05.50 R
IBC 272.60
INV. IN 268.50 (SW - 18")
INV. OUT 268.50 (NW - 18")
1
L-
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90 LF - 18" R.C. PIPE
CB
H8
3+95.25 R
TBC 271.26
INV. IN 265.50 (SW - 36")
INV. IN 267.20 (SE - 18")
INV. IN 267.50 (NW - 15")
INV. OUT 265.50 (NE - 36")
9
STREET H
CB
5+00 L
IBC 272.29
INV. IN 267.70 (W - 24")
INV. IN 268.45 (N - 15")
INV. OUT 267.70 (E - 24")
10' PUBLIC DRAINAGE ESMT.
24
CB
H11
4+22.37 L H9
IBC 271.36
INV. IN 266.90 (W - 24")
INV. OUT 266.90 (SE - 24")
__C. PIPE
73
27 LF - 24" R.C. PIPES
27 LF - 15" R.C. PIPE
27 LF - 15" R.C. PIPE
10
-PUBLIC SEWER ESMT.
CB
6+00 L
IBC 273.55
INV. IN 268.40 (SW - 24")
INV. IN 271.04 (N - 15")
INV. OUT 268.40 (E - 24")
5' PUBLIC DRAINAGE ESMT.-y/
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4+21.46 R
IBC 271.37
INV. OUT 267.70 (SE - 15')
H13
32.5' PUBLIC DRAINAGE ESM
PUBLIC ACCESS ESMT.
11
2
3 /
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R=230.00'
L=384.85'
4=95'52'17"
CB
6+00 R
IBC 273.56
\INV. OUT 271.12 (S - 15")
/ 27 LF - 15" R.C. PIPE
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INV. OUT 282.13 (SW - 15")
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3+95.10 L
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LP ELEV=271.17
PW STA=3+42.00
PW ELEV=270.26
A.D.=6. 07\
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INV. IN 266.20 (S - 30")
INV. IN 266.70 (NW - 24")
INV. OUT 265.70 (NE - 36")
CB
2+00 L
H4
TBC 277.17
INV. IN 272.60 (SE - 15")
INV. IN 272.60 (S - 15")
INV. OUT 272.50 (NW -
15")
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CB
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INV. OUT 268.70 (NE - 18")
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TBC 272.29
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INV. IN 267.70 (W - 24")
IN
INV. IN 271.04 (N - 15")
INV. OUT 268.40 (E -
24")
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INV. 267.70 (E 24")
000 R
H14
INT. STREET
I
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- - -
IBC 273.56
0+40.50 L
H1
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I
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TBC 284.84
INV. IN 281.10 (S - 15")
INV. IN 281.04 (NE - 15")
INV. OUT 280.94 (NW - 15")
-60 LF - 15" R.C. PIPE 2.07%
\
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4+21.46 R
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INV. OUT 271.12 (S - 15,
TBC 271.37
5+00 R
H12
27 LF - 24" R.C. PIPE
27 LF - 15" R.G. PIPE
0.75%
0.75%
INV.
OUT
267.70
(SE - 15")
IBC 272.30
INV. OUT 268.60 (S - 15")
11111
-
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LF - 24" R.C. PIPE 075%
18" R c. PIPE 1. 45$
R.C. PIPE 1.10X
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LF
PIPE 1.93%-
GB
CB
HS
H6
3+95.25 R
3+05.50 R
TBC 271.26
IBC 272.60
4+22.37 L
H9
INV. IN 268.50 (SW - 18")
INV. OUT 268.50 (NW - 18")
INV. IN 265.50 (SW - 36 )
271.36
INV. IN 267.20 (SE - 18") INV. IN 266.90 (W
INV. IN 267.50 (NW - 15") INV. OUT 266.90
INV. OUT 265.50 (NE - 36")
- 24")
(SE - 24")
1
Vl
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
ROADWAY & STORM DRAINAGE PLAN
PLAN & PROFILE - STREET H
STA. 0+00 TO 6+50
J
CONSTRUCTION DRAWINGS FOR
001.
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PLAN NOT RELEASED
FOR CONSTRUCTION
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0
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1
DATE:: 12/2/2020
HORZ SCALE: 1" = 30'
VERT. SCALE: 1" = 2'
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet
C4.2
6
0+00
1+00
2+00
3+00
4+00
5+00
6+00
Sheet No

CB
,Asse`
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•
•
•
•
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7+00 L
TBC 274.82
INV. IN 270.70 (SW - 18")
INV. IN 269.25 (NW - 15")
INV. OUT 270.20 (NE - 24")
H15
♦
•
•
•
•
23
•
•
27 LF R.C. PIPE
280
270
260
250
CB
22
I
1
CB I H17
8+00 L
TBC 276.09
INV. IN 272.20 (SW - 15")
INV. IN 270.20 (SE - 15")
INV. IN 272.20 (NW - 15")
INV. OUT 272.00 (NE - 18")
•�` 5' PUBLIC DRAINAGE ESMT.
*1
7+00 R
TBC 274.82
INV. OUT 271.10 (SE - 15")
16
H16
1
1
1
1
1
1
1
1
1
1
1
1
1
ell
1
1
1
1
1
1
1 1
2
1
1
1
1
1
20.0'
D
15+68.18 R
I RIM 276.24
IINV. OUT 270.50 (NW - 15")
19 LF - 15" R.C. PIPE
H19
20
CB
Ciso
0
- _
1 f+6818R_
MI 776. '4
93 LF _ INV. OUT 270.50
18 RC. p/pE
27LF- 15"R.0 PIPE
EOP
17
13+00
H19 L
NW
"
9+14 L H21
TBC 277.53
INV. IN 273.70 (S - 15")
INV. IN 273.70 (NW - 15")
INV. OUT 273.70 (NE - 15")
10x70 SIGHT TRIANGLENI
� I
I
gOi
114 LF - 15" R.C. PIPE
27 LF - 15" R.C. PIPE
9+00
CB
C1
1
1
II
II
II
CC
II
9+54
II
II
II
II
II
iLst
ROP. R/W
CB H2O
8+00 R
TBC 276.09
INV. OUT 272.40 (SE - 15")
H18
9+14 R
TBC 277.53
INV. OUT 273.90 (SE - 15")
19
STREET H
CB
7+00 L
TBC 274.82
INV. IN 270.70 (SW - 18")
INV. IN 269.25 (NW - 15")
INV. OUT 270.20 (NE - 24")
H15 I
ce
H17 I
8+00 L
TBC 276.09
INV. IN 272.20 (SW - 15")
INV. IN 270.20 (SE - 15")
INV. IN 272.20 (NW - 15")
INV. OUT 272.00 (NE - 18")
CB
1.26%
CB
7+00 R
TBC 274.82
INV. OUT 271.10 (SE - 15")
8+00 R
TBC 276.09
INV. OUT 272.40 (SE - 15")
H18 I
ce
H21 I
9+14 L
TBC 277.53
INV. IN 273.70 (S - 15")
INV. IN 273.70 (NW - 15")
INV. OUT 273.70 (NE - 15")
CB
1 H2O I
9+14 R
TBC 277.53
INV. OUT 273.90 (SE - 15")
n
H16 I
PROP. GRADE 0 CENTERLINE
93LF-
18" R.C. PIPE 1.39%
Z
EX. GROUND 0 CENTERLINE
1.32%
114 LF - 15" R.C. PIPE
38 LF - 15" R.C. PIPE 1.58%
a a
-93 LF - 24" R.C. PIPE 1.93%
7+00
8+00
9+00
9+50
300
290
280
270
1
1
1
(/)
73
L� -
rH
0+00
1
i
i
1
•
L7
►
1--
----------- ------_-----
1
1
1
1
1
1
1
1
PUBLIC DRAINAGE ESMT.
33
32
10x70 SIGHT TRIANGLE
CB
0+40.50 L
TBC 272.07
INV. IN 267.60 (SW - 24")
INV. OUT 267.10 (NW - 30')
1
r,
27 LF - 30" R.C. PIPE
110 LF - 24" R.C. PIPE
1+00
CB
0+40.50 R
TBC 272.07
12
INV. IN 266.90 (SE - 30")
INV. OUT 266.90 (N - 30")
PUBLIC DRAINAGE ESMT.
10x70 SIGHT TRIANGLE
24
31
CB
1+50 L
TBC 274.75
INV. IN 270.20 (SW - 24")
INV. OUT 270.20 (NE - 24")
13
�20' DRAINAGE ESMT.
25 �
R=500.00'
L=51.24'
a=5'52'17"
1
1
1
1
g
0
N
O.
26
1
1
1
1
STREET 1
30
PROP. R/W
T
I
I
1 27
11
29
11
11
I
10x70 SIGHT TRIANGLE I
PUBLIC DRAINAGE ESMT.
CB
DRAINAGE ESMT.
I
I
1
3+38 L 15 1
1
TBC 279.33
INV. IN 274.80 (S - 24") 1
INV. OUT 274.80 (NE - 24")1 1
1
11
11
II
10x70 SIGHT TRIANGLE
28
II
II
II
i
73
u
II
II
II
II
II
II
II
II
II
-
3+78
1
1
1
1
II
II
II
II
PV1 STA = 0+00.00
PV1 ELEV = 271.50
_208:
CB
0+40.50 L
TBC 272.07
INV. IN 267.60 (SW - 24")
INV. OUT 267.10 (NW - 30")
11
CB I 12
0+40.50 R
TBC 272.07
INV. IN 266.90 (SE - 30")
INV. OUT 266.90 (N - 30")
2,37%
24" R.C. PIPE
110LF,
27 LF - 30" R.C. PIPE 0.74%
CB
1+50 L I 13
TBC 274.75
INV. IN 270.20 (SW - 24")
INV. OUT 270.20 (NE - 24")
-PC: 1+57.06
144%
EX. GROUND ® CENTERLINE
PROP. GRADE 0 CENTERLINE
PT: 2+08.30
PIPE 2.41%
_ 24" R.C.
181
CB
3+38 L
TBC 279.33
INV. IN 274.80 (S - 24")
INV. OUT 274.80 (NE - 24")
15
i
PV1 ELEV = 280.18
2.08%-
38 LF - 24" R.C. PIPE 0.53%
0+00 1+00
2+00
3+00
4+00
Vl
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
1
ROADWAY do STORM DRAINAGE PLAN
00
(775
cYz
CONSTRUCTION DRAWINGS FOR
pro
lit
fib
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Lu
00111111,14
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032721
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4/111111111-**1 2/2/20
PLAN NOT RELEASED
FOR CONSTRUCTION
>-
co
DATE: 12/2/2020
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet
Sheet No
F4.3

N
N
N
N
N
N
300
290
280
R=256.64'
L=108.11'
4=24'08'07"
BEGIN CONSTRUCI1ON
(MATCH EXISI1NG)
58
59
MODIFIED VALLEY C&G
a
PROP. R/W
57
2+00
60
56
61
62
3+00
27 LF - 15" R.C. PIPE
55
CB
CB
3+60 L
IBC 290.29
INV. OUT 286.60 (NW - 15")
G1
63
4+00
CB
4+50 L
TBC 289.38
INV. OUT 285.70 (NW - 15")
G3
27 LF - 15" R.C. PIPE
90 LF - 15" R.C. PIPE
3+60 R
TBC 290.29
INV. IN 286.40 (SE - 15")
INV. OUT 286.40 (SW - 15")
G2
54
RED PLUM LANE
53
64
CB
65
5+00
27 LF - 15" R.C. PIPE
97 LF - 15" R.C. PIPE
4+50 R
IBC 289.38
INV. IN 285.50 (SE - 15")
INV. IN 285.50 (NE - 15")
INV. OUT 285.50 (SW - 15")
G4
52
CB
5+47.53 L
IBC 288.39
INV. OUT 284.70 (NW - 15")
G5
a.
51
66
96
15• .1P4 P/PE
CB
6+50 R
TBC 287.36
INV. IN 283.50 (NE - 15")
INV. IN 283.50 (SE - 15")
INV. OUT 283.30 (W - 18")
♦♦
•
• •
67
CB
6+50 L
IBC 287.36
INV. OUT 283.70 (NW - 15")
G7
♦
CB
5+47.37 R �O
IBC 288.40
INV. IN 284.49 (NE - 15")
INV. IN 284.50 (SE - 15")
INV. OUT 284.50 (SW - 15")
R=230.00'
L=305.70'
/ L=76199'13"
G8
G6
HP STA=2+01.75
HP ELEV=291.55
PV1 STA=2+02.00
PV1 ELEV=291.80
A.D.=-2.01
K=49 46
99.42' VC
EX. GROUND 0 CENTERLINE
CB
3+60 L
TBC 290.29
INV. OUT 286.60 (NW - 15")
G1
CB
4+50 L
IBC 289.38
INV. OUT 285.70 (NW - 15")
G3
CB
5+47.53 L G5
TBC 288.39
INV. OUT 284.70 (NW - 15")
W
a
a
PROP. GRADE 0 CENTERLINE
CB
1.01%
90 LF - 15" R.C. PIPE 1.00Z
3+60 R i G2
IBC 290.29
INV. IN 286.40 (SE - 15")
INV. OUT 286.40 (SW - 15")
CB
97 LF -
15" R.C. PIPE 1.049;
4+50 R
TBC 289.38
INV. IN 285.50 (SE - 15")
INV. IN 285.50 (NE - 15")
INV. OUT 285.50 (SW - 15")
G4
CB
96 LF - 15" R.C. PIPE 1.04X
270
0+00
5+47.37 R G6
IBC 288.40
INV. IN 284.49 (NE - 15")
INV. IN 284.50 (SE - 15")
INV. OUT 284.50 (SW - 15")
1+00
2+00
3+00
4+00
5+00
6+00
68
27 LF - 15" R.C. PIPE
•
Vl
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
1•
ROADWAY do STORM DRAINAGE PLAN
J O
LLJ
p
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0.5
CONSTRUCTION DRAWINGS FOR
01111111144,
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032721
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PLAN NOT RELEASED
FOR CONSTRUCTION
1
1
0
>-
m
DATE:: 12/2/2020
HORZ SCALE: 1" = 30'
VERT. SCALE: 1" = 2'
DRAWN BY: JFO
CHECKED BY: HSR
PROJECT NO.: 18-0454
Sheet
Sheet No.
C4.4
8

290
280
270
68
•
69
•
70
,
/ /
�5' PUBLIC DRAINAGE EASEMENT
CB
8+50 L G11
TBC 285.34
INV. OUT 281.70 (NE - 15")
CB
7+50 L
TBC 286.35
INV. OUT 282.70 (N - 15")
50
i
i
G9
00.
CB
7+50 R
TBC 286.35
INV. IN 282.30 (E - 18")
INV. IN 282.50 (S - 15")
INV. OUT 282.30 (W - 18")
R=230.00'
L=305.70'
21=76 09'13"
71
G10
49
a
CB
8+50 R
TBC 285.34
INV. IN 281.30 (E - 18")
INV. IN 281.50 (SW - 15")
INV. OUT 281.30 (NW - 18")
r
G12
72
t
48
9+00
1
27 LF - 15" R.C. PIPE
CB
9+58 R
TBC 284.25
INV. IN 280.40 (SW - 15")
INV. IN 280.20 (SE - 18")
INV. OUT 280.20 (NW - 18")
73
CB
9+58 L
TBC 284.25
INV. OUT 280.60 (NE - 15')
74
R25'
47
G14
75
CB
10+39 L
TBC 283.43
INV. OUT 279.70 (NE - 15")
1
10+00
81 LF - 18" R.C. PIPE
,
0I
W
01
,
MODIFIED VALLEY C&G
11+00
27 LF - 15" R.C. PIPE
R25' CB
10+39.01 R
TBC 283.43
INV. IN 277.70 (SE - 18")
INV. IN 278.90 (SW - 15")
INV. IN 278.70 (E - 18")
INV. OUT 277.20 (NW - 24")
RED PLUM LANE
G16
76
77
CB
11+47 L
TBC 282.34
INV. OUT 278.70 (NW - 15")
218 LF - 24" R.C. PIPE
38
78
CB
12+57 L
TBC 281.23
INV. IN 277.60 (SE - 15")
INV. OUT 277.00 (NE - 15")
79
110 LF - 15* R.C. PIPE
29
12+00
27 LF - 15* R.C. PIPE
cP
CB
12+57 R
TBC 281.23
INV. IN 275.00 (SE - 24")
INV. IN 275.75 (SW - 15")
INV. OUT 275.00 (N - 24")
G18
1
1
CB
6+50 L
TBC 287.36
INV. OUT 283.70 (NW - 15")
G7
CB
EX. GROUND ® CENTERLINES
7+50 L G9
TBC 286.35
INV. OUT 282.70 (N - 15")
CB
93 LF - 18" R.C. PIPE 1.07%
6+50 R
TBC 287.36
G8
INV. IN 283.50 (NE - 15")
INV. IN 283.50 (SE - 15")
INV. OUT 283.30 (W - 18")
CB
7+50 R
7BC 286.35
GB
8+50 L
7BC 285.34
G11
GB
INT. CRABTREE DRIVE
9+58 L
7BC 284.25
GB
8+50 R
7BC 285.34
G12
G13
CB
9+58 R
7BC 284.25
G14
CB
10+39 L
7BC 283.43
CB
G15
10+39.01 R
TBC 283.43
G16
PROP GRADE 0 CENTERIJNE
CB
7BC 282.34
CB
12+57 L
7BC 281.23
G17A
CB
CB
12+57 R
7BC 281.23
G18
15
290
280
270
CSD
ENGINEERING
LICENSE C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
ROADWAY do STORM DRAINAGE PLAN
Lu
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0.5
CONSTRUCTION DRAWINGS FOR
CL
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PLAN NOT RELEASED
FOR CONSTRUCTION
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co
DATE: 12/2/2020
DRAWN BY: JFO
CHECKED BY: HSR
250.00
260
9440
7+00
10+00
10+00
10+00
11+00
12+00
13+00
260
PROJECT NO.: 18-0454
Sheet
Sheet No
C4.5

\\80
280
270
260
CB
81
N
13+86 L
IBC 279.93
INV. OUT 276.30 (NW - 15")
G19
14+00
100 LF - 15" R.C. PIPE
•
N
PROP. R/W
28
82
CB
14+86 L
TBC 278.92
INV. IN 275.30 (SE - 15")
INV. OUT 275.30 (NW - 15")
G20
83
74 LF - 15" R.C. PIPE
15+00
27 LF - 15" R.C. PIPE -
MODIFIED VALLEY
38 LF - 15" R.C. PIPE-
20
RED PLUM LANE
R25'
16+00
CB
13+86 L
IBC 279.93
INV. OUT 276.30 (NW - 15")
G19 I
EX. GROUND 0 CENTERLINES
CB
100 LF - 15" R.C. PIPE 1. 00%
14+86 L
TBC 278.92
INV. IN 275.30 (SE - 15")
INV. OUT 275.30 (NW - 15")
G20 I
PROP. GRADE 0 CENTERLINE
7474=15" R.C. PIPE
IUli C IQ.II
INV. IN 274.50 (SE - 15")
INV. OUT 274.50 (NE - 15")
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0 0
N
nn
Q
N W
-0.17%
INT. STREET H
CI
38 LF - 15" R.C. PIPE 1.58%
CB
9+14 L
1BC 277.53
INV. IN 273.70 (S - 15")
INV. IN 273.70 (NW - 15")
INV. OUT 273.70 (NE - 15")
H21
15+60 R
IBC 278.17
INV. IN 274.30 (SW - 15")
INV. OUT 274.30 (N - 15")
G22
14+00
15+00
16+00
280
270
260
250
82
83
CB
14+86 L
IBC 278.92
INV. IN 275.30 (SE - 15")
INV. OUT 275.30 (NW - 15")
G20
74 LF - 15" R.C. PIPE
RED PLUM LANE
27 LF - 15" R.C. PIPE
AEI
Apjl
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1
1
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1
1
1
1
PROP. LOT
/ /•
PROP. R/W
STREET H
PROPERTY BOUNDARY
PROP. PUMP STA11ON SITE_
2+00
3+00
4+000
5+00
0
N
NEW PUBLIC UTILITY EASEMENT
PUBLIC UTILITY ACCESS ROAD
EXIS11NG PUBLIC UTILITY EASEMENT
RIPARIAN BUFFER
L
1.26 .
-2 00z
PROP. GRADE 0 CENTERLINE
EX. GROUND 0 CENTERLINES
N
N
N
N
N
N
N
N
0.00%
Vl
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
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ROADWAY do STORM DRAINAGE PLAN
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PLAN NOT RELEASED
FOR CONSTRUCTION
1
DATE:: 12/2/2020
HORZ SCALE: 1" = 30'
VERT. SCALE: 1" = 2'
DRAWN BY: JFO
CHECKED BY: HSR
1+00
2+00
3+00
4+00
5+00
6+00
PROJECT NO.: 18-0454
Sheet
C4.6
Sheet No.
10 of