20180410 Ver 1_Impact Maps_20180322 (2)

20+0021+0021+5721+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+000+001+0014+0015+0015+140+00WCRSTACKHOUSE DRIVE 50' R/W 27' B/BHEATHCOTE DRIVE50' R/W 27' B/BWCRWCRWCRWCRWCROPEN SPACE24,954 SF0.57 ACOPEN SPACE20,141 SF0.46 ACTBMSpike in 18" PineElev 229.78WWWWWWWWWWWWWW
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSS
S
S
S
SS
SS
SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWCRSTACKHOUSE DRIVE 50' R/W 27' B/BHEATHCOTE DRIVE50' R/W 27' B/BWCRWCRWCRWCRWCROPEN SPACE24,954 SF0.57 ACOPEN SPACE20,141 SF0.46 ACTBMSpike in 18" PineElev 229.78STMSTMSTMSTMSTMSTMSTMSTMS
TM
STM
STM
STMSTMSTMSTMSTMSTM STM
STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM
STMSTMSTMSTMSTMSTM
STMSTMSTMSTMSTM
STM
STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50
0.72%
-0.50%
0.50%-0.74%
PVI STA: 20+47.00
PVI ELEV: 231.01
K: 29.97
LVC: 30.00
BVCS: 20+32.00BVCE: 231.08EVCS: 20+62.00EVCE: 231.09LP STA: 20+46.99LP EL: 231.05PVI STA: 28+47.00
PVI ELEV: 231.34
K: 30.80
LVC: 45.00
BVCS: 28+24.50BVCE: 231.51EVCS: 28+69.50EVCE: 231.50LP STA: 28+47.21LP EL: 231.42PVI STA: 25+50.00
PVI ELEV: 233.53
K: 32.30
LVC: 40.00
BVCS: 25+30.00BVCE: 233.43EVCS: 25+70.00EVCE: 233.38HP STA: 25+46.18HPT EL: 233.47PVI STA: 31+80.00
PVI ELEV: 233.75
K: 32.69
LVC: 40.00
BVCS: 31+60.00BVCE: 233.61EVCS: 32+00.00EVCE: 233.65HP STA: 31+83.66HPT EL: 233.69STA 23+77.15 STACKHOUSE DR =STA 15+14.31 LUNSFORD DREL = 232.66STA 31+84.31 STACKHOUSE DR =STA 21+57.07 POND HAVEN DREL = 233.69STA 29+33.20 STACKHOUSE DR =STA 0+00 HEATHCOTE DR (FUTURE)EL = 231.95WWWW12" MIN
20' DI
12" MIN
20' DI
12" MIN
20' DI
12" MIN
20' DI
12" MIN
20' DI
8" - C900 WATER LINE3.5' MIN3.5' MIN12" MIN
20' DI
scale
SHEET
drawn by
date
reviewed
checked
revisionno.bydateOF
Field Book No.DEVELOPMENT BYjob no.
MAR 2018
JMK
GEP
BKB
STACKHOUSE DRIVE PLAN & PROFILE STA 20+50 TO 32+50A "Zero Lot Line" DevelopmentHIGHCROFT SECTION 4HIGHCROFT OF FAYETTEVILLECumberland County 71st Township Fayetteville, NC3516
# 8313
17-2643-01
H: 1" = 40'
V: 1" = 4'
STACKHOUSE DRIVE PLAN & PROFILE STA 20+50 TO 32+50
02040 40 80 120
SCALE 1" = 40'
STACKHOUSE DRIVE
N.C. GRID (NAD 83)
250
245
240
235
230
225
220
215
210
205
250
245
240
235
230
225
220
215
210
205
82'-8" SDR-26 SS @ 0.46%
STA 20+72 (SD)
SSMH #13
RIM: 230.99
8" IN: 218.40
8" OUT: 218.3582'
-8
"
SDR
-26
SS
@
0
.46%
STA 20+72 (SD)
SSMH #13
RIM: 230.99
8" IN: 218.40
8" OUT: 218.35
76'-8" SDR-26 SS @ 0.46%
STA 21+53 (SD)
SSMH #14
RIM: 231.39
8" IN: 218.83
8" OUT: 218.78
7
6
'
-
8
"

S
D
R
-
2
6

S
S
@

0
.
4
6%
STA 21+53 (SD)
SSMH #14
RIM: 231.39
8" IN: 218.83
8" OUT: 218.78
81'-8" SDR-26 SS @ 0.46%
STA 22+27 (SD)
SSMH #15
RIM: 231.76
8" IN: 219.23
8" OUT: 219.18
81'-
8
"

S
D
R
-
2
6

S
S

@

0
.
4
6
%
STA 22+27 (SD)
SSMH #15
RIM: 231.76
8" IN: 219.23
8" OUT: 219.18
66'-8" SDR-26 SS @ 0.46%
STA 23+07 (SD)
SSMH #16
RIM: 232.16
8" IN: 219.65
8" OUT: 219.60
66'-8" SDR-26 SS
@ 0.46%
STA 23+07 (SD)
SSMH #16
RIM: 232.16
8" IN: 219.65
8" OUT: 219.60
300'-8" SDR-26 SS @ 0.46%
STA 23+72 (SD)
STA 15+14 (LD)
SSMH #17
RIM: 232.59
8" IN: 220.00
8" OUT: 219.95
300'-8" SDR-26 SS @ 0.46%
STA 23+72 (SD)
STA 15+14 (LD)
SSMH #17
RIM: 232.59
8" IN: 220.00
8" OUT: 219.95
300'-8" SDR-26 SS @ 0.46%
STA 26+72 (SD)
SSMH #18
RIM: 233.58
8" IN: 221.43
8" OUT: 221.38
STA 26+72 (SD)
SSMH #18
RIM: 233.58
8" IN: 221.43
8" OUT: 221.38
303'-8" SDR-26 SS @ 0.46%
STA 29+72 (SD)
SSMH #19
RIM: 232.20
8" IN: 222.86
8" OUT: 222.81
303'-8" SDR-26 SS @ 0.46%
STA 29+72 (SD)
SSMH #19
RIM: 232.20
8" IN: 222.86
8" OUT: 222.81
300'-8" SDR-26 SS @ 0.46%
225.55
STA 21+42
231.34
226.12
STA 22+56
231.92
225.75
STA 21+83
231.55
225.00
STA 22+33
231.80
225.25
STA 22+84
232.06 226.51
STA 23+35
232.31
226.79
STA 23+93
232.60
227.11
STA 24+55
232.91
227.42
STA 25+18
233.23
227.38
STA 25+80
233.17
226.92
STA 26+43
232.71
226.46
STA 27+05
232.25
226.60
STA 30+14
232.41
227.05
STA 30+76
232.86
227.50
STA 31+32
233.31
227.71
STA 32+00
233.51
227.12
STA 30+83
232.91
236.52
STA 30+01
232.31
226.06
STA 29+37
231.85
226.11
STA 27+50
231.92
226.57
STA 26+87
232.38
227.03
STA 26+25
232.84
227.49
STA 25+61
233.30
227.24
STA 24+78
233.03
225.48
STA 21+30
231.29
183'-54" R
C
P

@

0
.
5
0
%63' -
36" RCP @ 0.70%53'
-
36
"
RCP
@
0
.70%
5
3
'

-

3
6
"

R
C
P
@

0
.
7
0%24' - 15" RCP@ 0.50
%
53
'

-

3
6
"

R
C
P

@

0
.
6
0
%
53' -

3
6
"

R
C
P

@

0
.
6
0
%
55' - 36" RC
P

@

0
.
4
5
%
207' - 30" RCP @ 0.50%236' - 30" RCP @ 0.50%24' - 15" RCP@ 0.50%62' - 30"
R
C
P

@

0
.
3
5
%35' - 15" RCP@ 0.50%46' - 30" RCP @ 0.30%
177' - 30" RCP @ 0.30%37' - 15" RCP @ 0.50%46' - 15" RCP @ 0.50%
90' - 24" RCP @ 0.50%72' - 36" RCP @ 0.40%32' - 15" RCP@ 0.50%63' - 36" RCP @ 0.70%
STA 20+47 (SD) RT
CB 22
GRATE: 230.58
15" IN: 227.46
36" IN: 220.17
54" OUT: 218.67
STA 21+07 (SD) RT
CB 24
GRATE: 230.84
36" IN/OUT: 220.61
STA 21+58 (SD) RT
CB 25
GRATE: 231.10
36" IN/OUT: 220.98
53' - 36" RCP
@ 0.70%53' - 36" RCP @ 0.70%53' - 36" RCP @ 0.60%53' - 36" RCP @ 0.60%55' - 36" RCP @ 0.45%
207' - 30" RCP @ 0.50%
236' - 30" RCP @ 0.50%62' - 30" RCP @ 0.35%
177' - 30" RCP @ 0.30%
90' - 24" RCP
@ 0.60%
STA 22+08 (SD) RT
CB 26
GRATE: 231.25
15" IN: 228.23
36" IN/OUT: 221.35
STA 22+59 (SD) RT
CB 28
GRATE: 231.61
36" IN/OUT: 221.67
STA 23+09 (SD) RT
CB 29
GRATE: 231.86
36" IN/OUT: 221.99
STA 26+11 (SD) RT
CB 32A
GRATE: 232.60
30" IN/OUT: 225.05
STA 28+24 (SD)
18" RCP CULVERT
INV. IN: 224.65
INV. OUT: 224.21
STA 29+83 (SD) RT
CB 37
GRATE: 231.86
30" IN/OUT: 226.68
STA 20+47 (SD) RT
CB 22
GRATE: 230.58
15" IN: 227.46
36" IN: 220.17
54" OUT: 218.67
STA 21+07 (SD) RT
CB 24
GRATE: 230.84
36" IN/OUT: 220.61
STA 21+58 (SD) RT
CB 25
GRATE: 231.10
36" IN/OUT: 220.98
STA 22+08 (SD) RT
CB 26
GRATE: 231.25
15" IN: 228.23
36" IN/OUT: 221.35
STA 22+59 (SD) RT
CB 28
GRATE: 231.61
36" IN/OUT: 221.67
STA 23+09 (SD) RT
CB 29
GRATE: 231.86
36" IN/OUT: 221.99
STA 23+61 (SD) RT
CB 30B
GRATE: 232.12
30" IN: 223.81
36" IN/OUT: 222.24
STA 26+11 (SD) RT
CB 32A
GRATE: 232.60
30" IN/OUT: 225.05
STA 32+49 (SD) RT
CB 41
GRATE: 232.93
24" IN/OUT: 228.26
STA 28+48 (SD) RT
CB 32B
GRATE: 230.95
15" IN: 227.83
30" IN/OUT: 226.23
STA 29+10 (SD) RT
CB 34
GRATE: 231.32
15" IN: 228.15
30" IN/OUT: 226.45
STA 31+62 (SD) LT =
STA 21+32 (PD) RT
CB 39
GRATE: 233.14
15" IN/OUT: 230.28
STA 32+08 (SD) LT=
STA 21+35 (PD) LT
CB 40
GRATE: 233.51
15" OUT: 230.51
STA 28+48 (SD) LT
CB 33 (DOUBLE)
GRATE: 230.95
15" OUT: 227.95
STA 29+06 (SD) LT
CB 35
GRATE: 231.32
15" OUT: 228.32
EXISTING
WETLANDS
STA 28+10 -
STA 28+52
STA 14+57 (LD) RT
CB 67B
GRATE: 231.61
36" IN/OUT: 222.53
STA 22+08 (SD) LT
CB 27
GRATE: 231.35
15" OUT: 228.35
STA 24+06 (SD) LT=
STA 14+95 (LD) LT
CB 31
GRATE: 232.33
15" OUT: 229.30
STA 28+48 (SD) LT
CB 33 (DOUBLE)
GRATE: 230.95
15" OUT: 227.95
STA 29+10 (SD) RT
CB 34
GRATE: 231.32
15" IN: 228.15
30" IN/OUT: 226.45
STA 31+60 (SD) RT =
STA 21+69 (PD) RT
CB 38
GRATE: 233.14
15" IN: 230.10
24" IN: 227.71
30" IN/OUT: 227.21 20680S E A LEXISTING
GRADE
PROPOSED
GRADE
PAD=233.20
PAD=233.50
PAD=233.70
PAD=234.00
PAD=234.30 PAD=234.50 PAD=234.70 PAD=235.00 PAD=235.00 PAD=234.50 PAD=234.00 PAD=234.40 PAD=234.90 PAD=235.30 PAD=235.40
PAD=235.00PAD=234.30PAD=233.80PAD=233.80PAD=234.00PAD=234.50PAD=235.00PAD=234.50
PAD=233.30
PAD=233.80
STACKHOUSE DRIVELUNSFORD DRIVEPONDHAVEN
DR
IVE
STACKHOUSE DRIVE(SEE SHEET 17 OF 35)STACKH
O
U
S
E

D
R
I
V
E
(SEE SHE
E
T

1
5

O
F

3
5
)
NOTES:
1.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES
SHALL BE TESTED IN ACCORDANCE WITH PWC TECHNICAL
SPECIFICATIONS.
3.ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SHALL
HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401 LINING
4.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF
FAYETTEVILLE, PWC AND NCDOT STANDARDS AND
SPECIFICATIONS.
5.ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
WITH PWC SPECIFICATIONS.
TBM
SPIKE IN 18" PINE
ELEV 229.78
STA 20+47 (SD) LT
CB 23 (DOUBLE)
GRATE: 230.58
15" OUT: 227.58
STA 22+08 (SD) LT
CB 27
GRATE: 231.35
15" OUT: 228.35
STA 28+48 (SD) RT
CB 32B
GRATE: 230.95
15" IN: 227.83
30" IN/OUT: 226.23
STA 32+49 (SD) RT
CB 41
GRATE: 232.93
24" IN/OUT: 228.26
STA 31+60 (SD) RT =
STA 21+69 (PD) RT
CB 38
GRATE: 233.14
15" IN: 230.10
24" IN: 227.71
30" IN/OUT: 227.21
STA 31+62 (SD) LT =
STA 21+32 (PD) RT
CB 39
GRATE: 233.14
15" IN/OUT: 230.28
STA 29+83 (SD) RT
CB 37
GRATE: 231.86
30" IN/OUT: 226.68
29' - 3
0
"

R
C
P
@ 0.
3
0
%
STA 29+56 (SD) RT
CB 36
GRATE: 231.66
30" IN/OUT: 226.59
46' - 30" RCP
@ 0.30%
STA 29+56 (SD) RT
CB 36
GRATE: 231.66
30" IN/OUT: 226.59
STA 29+06 (SD) LT
CB 35
GRATE: 231.32
15" OUT: 228.32
STA. 20+88 (SD)
8" GV
SS C.O.
(TYP.)
STA. 21+48 (SD)
8" PLUG W/ 2"
BLOWOFF
ASSEMBLY
HYDRANT
STA. 21+93 (SD)
FLANGE EL=232.25
STA. 23+86 (SD) =
STA. 15+05 (LD)
8"X8" TEE
STA. 23+89 (SD)
8" GV
HYDRANT
STA. 27+18 (SD)
FLANGE EL=232.80
STA. 29+59 (SD)
8" GV
STA. 30+19 (SD)
8" PLUG W/ 2"
BLOWOFF ASSEMBLY
(PHASE 2)
STA. 31+76 (SD) =
STA. 21+48 (PD)
8"X8" TEE
STA. 31+79 (SD)
8" GV
HYDRANT
STA. 32+40 (SD)
FLANGE EL=233.96
STA. 20+88 (SD)
8" GV
STA. 21+48 (SD)
8" PLUG W/ 2"
BLOWOFF
ASSEMBLY
HYDRANT
STA. 21+93 (SD)
FLANGE EL=232.25
STA. 23+86 (SD) =
STA. 15+05 (LD)
8"X8" TEE
STA. 23+89 (SD)
8" GV
SS C.O.
(TYP.)
HYDRANT
STA. 27+18 (SD)
FLANGE EL=232.80
2
0
'

D
I
20' DI 20' DI 20' DI
20' DI
STA. 29+59 (SD)
8" GV
STA. 30+19 (SD)
8" PLUG W/ 2"
BLOWOFF ASSEMBLY
(PHASE 2)
STA. 31+76 (SD) =
STA. 21+48 (PD)
8"X8" TEE
STA. 31+79 (SD)
8" GV
HYDRANT
STA. 32+40 (SD)
FLANGE EL=233.96
8" - C900 WATER LINE 8" - C900 WATER LINE
STA 32+08 (SD) LT=
STA 21+35 (PD) LT
CB 40
GRATE: 233.51
15" OUT: 230.51
43' - 30" RCP
@ 0.50%
29' - 30" RCP
@ 0.30%
46' - 15" RCP @ 0.50%
STA 28+24 (SD)
18" RCP CULVERT
INV. OUT: 224.21 88' - 18" RCP @ 0.50%STA 28+24 (SD)
18" RCP CULVERT
INV. IN: 224.65
STA 24+04 (SD) RT
CB 30A
GRATE: 232.33
15" IN: 229.14
30" IN/OUT: 224.02
43' - 30" RCP
@ 0.50%
STA 23+61 (SD) RT
CB 30B
GRATE: 232.12
30" IN: 223.81
36" IN/OUT: 222.24 STA 24+04 (SD) RT
CB 30A
GRATE: 232.33
15" IN: 229.14
30" IN/OUT: 224.02
20' DI
TREE SAVE
AREA (TYP.)