Sidbury Farms Construction Documents 5.27.2020Kn
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PROJECT DATANAME OF PROJECT:SIDBURY FARMSNEW HANOVER COUNTY, NORTH CAROLINAOWNER:RMP SIDBURY ROAD LLCCHARLOTTE, NC 28205DEVELOPER:D.R. HORTON131 RACINE DRIVE, SUITE 201WILMINGTON, NC 28403CONTACT: IAN FLANNERYPREPARED BY:MCKIM & CREED, INC243 NORTH FRONT STWILMINGTON, NC 28401PHONE: (910)343-1048FAX: (910)251-8282CONTACT: RICHARD A. MOORE, PEEMAIL: RAMOORE@MCKIMCREED.COM COUNTY AND AGENCY CONTACTSA.New Hanover County PlanningPlanning and Land Use230 Government Center Drive, Suite 110Wilmington, NC 28403(910)798-7165B.New Hanover County Engineering230 Government Center Drive, Suite 160Wilmington, NC 28402-1810(910) 798-7051C.New Hanover CountySediment and Erosion Control230 Government Center Drive, Suite 160Wilmington, NC 28403(910) 798-7432D.Cape Fear Public Utility Authority235 Government Center DriveWilmington, NC 28403(910) 332-6626
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N/FJACK L. JAMES & ELIZABIETH I. JAMESDEED BOOK 2727 PAGE 181N/FTERRY L. CRUSE AND WIFE,JACQUELINE K. CRUSEDEED BOOK 2295 PAGE 367N/FLINDSAY DEANDEED BOOK 6040 PAGE 2172
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···
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N/FPARCEL ID: R01900-001-008-000FORMYDUVAL PAUL M MARTHA JZONING: R-15 N/FPARCEL ID: R01900-001-010-019DAVIS JAMES L JR LINDA RZONING: R-15 N/FPARCEL ID: R01900-001-010-018BUCKLEY THOMAS NZONING: R-15 N/FWHITE OAK PLANTATION C/A PRIVATE ROADPARCEL ID: R01900-001-021-000BUCK WILLIAM A EDNA HZONING: R-15 N/FPARCEL ID: R01900-001-010-017RANSOM GERALDINE BZONING: R-15 N/FPARCEL ID: R01900-001-010-016RANSOM GERALDINE BZONING: R-15 N/FPARCEL ID: R01900-001-010-015FINCH MARY CZONING: R-15
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Y
P
)
10
.
0
'
NO
N
M
U
N
I
C
P
A
L
EA
S
E
M
E
N
T
(
T
Y
P
)
20.0'
20.00'
60
.
0
0
'
(T
Y
P
)
120.00'
(TYP)
26.00'
50.00' GAS LINEEASEMENT20.0' DRAINAGE
E
A
S
E
M
E
N
T
20
.
0
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
50
'
P
R
I
V
A
T
E
R/
W
(
T
Y
P
)
5' SIDEWALK (TYP)
ED
G
E
O
F
P
A
V
E
M
E
N
T
(
T
Y
P
)
FA
C
E
O
F
C
U
R
B
(
T
Y
P
)
BA
C
K
O
F
C
U
R
B
(
T
Y
P
)
2'
V
A
L
L
E
Y
C
U
R
B
(
T
Y
P
)
PROJECT BOUNDARY
10
x
7
0
N
C
D
O
T
SI
G
H
T
D
I
S
T
A
N
C
E
TR
I
A
N
G
L
E
(
T
Y
P
)
40
4
WE
T
L
A
N
D
S
40
4
WET
L
A
N
D
S
40
4
WE
T
L
A
N
D
S
40
4
WE
T
L
A
N
D
S
404WETLANDS 404WETLANDS POND 1
PO
N
D
2
PO
N
D
3
PO
N
D
3
50' PRIVATER/W (TYP)50'
P
R
I
V
A
T
E
R/W
(
T
Y
P
)
50
'
P
R
I
V
A
T
E
R/
W
(
T
Y
P
)
50
'
P
R
I
V
A
T
E
R/
W
(
T
Y
P
)
50
'
P
R
I
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A
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R/
W
(
T
Y
P
)
50
'
P
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I
V
A
T
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R/
W
(
T
Y
P
)
50
'
P
R
I
V
A
T
E
R/
W
(
T
Y
P
)
50
'
P
R
I
V
A
T
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R
/
W
(T
Y
P
)
20
'
P
E
R
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(
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Y
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)
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(
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AC
T
I
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P
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N
SP
A
C
E
(
T
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P
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ACTIVEOPENSPACE (TYP)PASSIVEOPENSPACE (TYP)
40
4
WE
T
L
A
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PA
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S
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V
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OP
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N
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(
T
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A
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,
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PE
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CR
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(
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CR
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S
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G
N
(
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50
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G
A
S
L
I
N
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A
S
E
M
E
N
T
(
T
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P
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20' PERIPHERY SETBACK (TYP)R30.00'R30.00'R15.00'R15.00'
R3
0
.
0
0
'
R3
0
.
0
0
'
R20.00'
R3
0
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0
0
'
R3
0
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0
0
'
R4
8
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0
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R1
5
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0
0
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R1
5
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0
'
R2
4
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0
0
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5
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0
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R3
0
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0
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R3
0
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0
0
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R3
0
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0
0
'
R4
8
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0
0
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R48.
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6
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R48.00'R60.00' R/W
R6
2
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0
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/
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R5
8
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0
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/
W
R1
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0
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0
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R150.00'
CS
-
1
0
1
19
1"
=
6
0
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60
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SEE SHEET CS-102
MATCHLINE
TR
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S
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T
T
A
L
58176
123456
7 8 9
10
11
12
13141516171819202122545556575960616263
64
65
66
67
68697071727374757677174175178177180179182181183
21
2
219218220 222221 223225224226227
22
8
23
0
23
1
23
2
23
3
23
4
235 236 237 238 239 240 24124224324
4
24
5
24
6
24
7
24
824
9
25
0
25
1
25
2
25
3
25
4
25
5
25
6
25
7
25
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25
9
26
0
26
1
26
2
26
3
26
4
26
5
26
6
26
7
26
8
26
9
27
0
27
1
27
2
27
3
27
4
27
5
27
6
27
7
27
8
27
9
28
0
28
1
28
2
28
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35
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2
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26
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24.0'24.0'26.0'
24.0'
10
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NO
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A
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60
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(T
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120.00'
(TYP)
20.0'
20.0' DRAINAGE EASEMENT 20.0'PERIPHERY SETBACK (TYP)50' PRIVATER/W (TYP)
10
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5' SIDEWALK (TYP)50' PRIVATER/W (TYP)EDGE OF PAVEMENT (TYP)FACE OF CURB (TYP)BACK OF CURB (TYP)2' VALLEY CURB (TYP)POND 3
PO
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(
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PO
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40
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50
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PHASE 2
20
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SEE SHEET CS-101MATCHLINE
PH
A
S
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19
8
184185186187188190191192193
19
5
19
6
19
7
19
9
20
0
20
1
20
2
20
4
20
5
20
6
20
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20
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20
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21
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21
1
21
2
21
3
21
4
21
6
21
5
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21
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9
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29
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29
1
29
2
29
3
29
4
29
5
29
6
29
7
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29
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30
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30
1
30
2
30
3
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30
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31
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2
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3
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4
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32
1
32
2
32
3
32
4
32
5
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32
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32
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A
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50
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P
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/
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(T
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50' PRIVATE R/W(TYP)50' PRIVATE R/W(TYP)
50
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/
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PROJECT BOUN
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CS
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=
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CURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60C61C62RADIUS18.0075.0075.0075.00225.00225.00225.00470.00470.00275.00275.00275.00275.00275.00275.0075.0075.0075.00395.00395.00395.00395.00395.00395.00395.00395.00395.00395.00165.00165.00165.00165.00165.00165.00545.00545.00425.00425.00425.00375.00115.00115.00180.0060.0060.0060.00180.00180.00180.0060.0060.00180.00180.0060.00125.0060.0060.0060.0060.0060.00295.0060.00 LENGTH19.6221.415.6266.8395.9490.4435.7893.7981.7611.3354.8454.8754.9154.9540.6533.4233.4237.5957.9269.089.8721.0157.9047.4831.3949.4629.3816.555.0060.0060.0060.0060.0014.1847.5470.5037.0754.9844.45103.278.82171.8267.2212.9867.6648.4860.59169.89169.8948.4867.6660.5965.6612.9886.6140.5346.1341.9752.2750.76100.7216.05 TANGENT10.9110.782.8135.8248.7145.8417.9347.0540.985.6627.5127.5327.5427.5720.3616.9916.9919.2029.0134.634.9310.5129.0023.7715.7024.7614.708.282.5030.3430.3430.3430.337.1023.7835.3018.5527.5322.2451.964.41106.5034.016.5237.9425.6530.5991.8791.8725.6537.9430.5933.206.5245.1221.0724.2721.8927.9227.0150.868.07 BEARINGS73°07'01.12"ES54°21'28.21"ES44°01'58.52"ES30°39'10.63"WS26°33'46.92"ES50°17'40.88"ES66°21'57.25"EN29°51'01.10"EN11°02'44.97"EN69°44'28.90"WN62°50'55.69"WN51°25'13.77"WN39°59'05.57"WN28°32'27.70"WN18°34'55.18"WN72°06'41.17"WN46°34'57.57"WN19°29'00.26"ES18°32'50.79"ES27°45'28.62"ES33°29'01.33"EN35°43'22.19"WS41°26'44.09"ES49°05'18.25"ES54°48'30.31"ES60°40'18.91"EN66°23'22.50"WS69°43'14.98"ES5°11'38.17"WS6°05'30.23"ES26°55'35.61"ES47°45'41.00"ES68°35'44.97"ES81°28'31.19"EN3°33'47.98"EN2°38'28.49"WS3°33'47.98"WS2°38'28.49"ES9°20'34.34"EN3°58'40.51"WN81°44'26.32"WN36°44'26.32"WN20°04'16.54"WS53°06'55.44"ES14°36'46.36"ES40°50'28.94"WN0°16'16.44"EN36°57'11.12"ES24°49'43.38"EN28°43'01.20"WN26°44'14.10"ES11°51'11.30"WS31°56'51.24"WN65°14'23.18"ES34°11'47.64"EN74°43'32.68"ES63°53'54.91"ES21°50'09.04"ES23°09'31.95"WS72°21'08.19"WS48°39'07.39"EN1°41'51.70"W CHORD18.6721.345.6264.6495.2289.8435.7493.6381.6611.3354.7454.7854.8154.8640.6233.1433.1437.2057.8668.999.8721.0057.8547.4531.3849.4329.3716.555.0059.6759.6759.6759.6714.1847.5270.4537.0654.9444.42102.958.82156.2866.8312.9664.1347.1860.31163.65163.6547.1864.1360.3165.3012.9684.8939.7745.0041.1250.6349.26100.2316.00 DELTA62°27'37"16°21'28"4°17'31"51°03'27"24°25'55"23°01'53"9°06'40"11°25'59"9°58'02"2°21'37"11°25'30"11°25'54"11°26'22"11°26'53"8°28'12"25°31'44"25°31'44"28°43'06"8°24'03"10°01'13"1°25'53"3°02'49"8°23'55"6°53'14"4°33'10"7°10'27"4°15'40"2°24'04"1°44'11"20°50'05"20°50'05"20°50'05"20°50'03"4°55'30"4°59'52"7°24'41"4°59'52"7°24'41"5°59'31"15°46'44"4°23'40"85°36'20"21°23'51"12°23'46"64°36'32"46°17'59"19°17'15"54°04'34"54°04'34"46°17'59"64°36'32"19°17'15"20°54'05"12°23'46"39°41'57"38°42'18"44°02'46"40°04'45"49°54'37"48°28'36"19°33'45"15°19'28"CUR
V
E
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A
B
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CURVEC63C64C65C66C67C68C69C70C71C72C73C74C75C76C77C78C79C80C81C82C83C84C85C86C87C88C89C90C91C92C93C94C95C96C97C98C99C100C101C102C103C104C105C106C107C108C109C110C111C112C113C114C115C116C117C118C119C120C121C122C123C124RADIUS175.00295.00175.00175.00295.00855.00855.00855.001025.001025.001025.001025.001025.001025.001145.001145.001145.001145.001145.001145.001145.001145.001145.001145.00175.00175.0058.0058.0058.0058.0058.00175.00175.00175.001025.00855.00855.00855.00975.00975.00975.00975.00975.00975.0018.0018.00375.00375.00125.0060.0060.0060.0060.0060.0060.00170.0060.0060.00175.00295.00175.00175.00 LENGTH50.97101.0559.9514.9625.2111.489.5158.6358.4257.7358.8558.8558.8540.6166.4825.1040.6421.0944.6516.3749.3711.1560.1958.4222.8367.9951.0551.8435.1440.2771.3529.8955.5036.8826.2758.6358.6358.6366.8623.9366.8666.8666.8631.641.941.9487.9722.5685.9647.9627.2031.2847.9232.9231.12105.6037.2745.6024.4479.5947.2143.36 TANG
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E
E
(2
)
8
"
G
V
8"
x
2
"
M
J
T
E
E
(1
)
8
"
G
V
(1
)
2
"
G
V
10' NON-MUNICIPALEASEMENT
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10' NON-MUNICIPALEASEMENT
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
TR
C
S
U
B
M
I
T
T
A
L
BLOW OFFASSEMBLY (TYP)50'GAS EASEMENT
PR
O
P
O
S
E
D
6
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
8"
x
6
"
R
E
D
U
C
E
R
6"
x
2
"
R
E
D
U
C
E
R
TI
E
T
O
F
U
T
U
R
E
1
6
"
WA
T
E
R
M
A
I
N
PROPERTYBOUNDARY
58176
123456
7 8 9
10
11
121314151617181920212254555657596061626364
65
66
67
68697071727374757677174175178177180179182181183
21
2
219218220 222221 223225224226227
22
8
23
0
23
1
23
2
23
3
23
4
235 236 237 238 239 240 24124224324
4
24
5
24
6
24
7
24
824
9
25
0
25
1
25
2
25
3
25
4
25
5
25
6
25
7
25
8
25
9
26
0
26
1
26
2
26
3
26
4
26
5
26
6
26
7
26
8
26
9
27
0
27
1
27
2
27
3
27
4
27
5
27
6
27
7
27
8
27
9
28
0
28
1
28
2
28
3
PO
T
E
N
T
I
A
L
40
4
WE
T
L
A
N
D
SIDBURY ROAD (SR 1336)(100' PUBLIC R/W)
CU
-
1
0
2
29
1"
=
6
0
'
N/
A
EN
L
A
R
G
E
D
U
T
I
L
I
T
Y
P
L
A
N
0SC
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L
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1
"
=
6
0
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'
12
0
'
60
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60
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SE
E
S
H
E
E
T
C
U
-
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0
3
MA
T
C
H
L
I
N
E
SEE SHEET CU-101MATCHLINE
FH
A
(
T
Y
P
.
)
FH
A
(
T
Y
P
.
)
50'R/W50'R/W50'R/W50'R/W
10
0
'
R/
W
TR
C
S
U
B
M
I
T
T
A
L
FH
A
(
T
Y
P
.
)
PR
O
P
O
S
E
D
1
0
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
TE
M
P
O
R
A
R
Y
B
L
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
10
"
x
6
"
M
J
T
E
E
(1
)
1
0
"
G
V
(1
)
6
"
G
V
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
PROPOSED 6" PVCC-900 WATER MAIN(TYP)10' NON-MUNICIPALEASEMENT FHA (TYP.)FHA (TYP.)
TE
M
P
O
R
A
R
Y
B
L
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
10' NON-MUNICIPALEASEMENT10' NON-MUNICIPALEASEMENT
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
PROPOSED 8" PVCC-900 WATER MAIN(TYP)PROPOSED 6" PVCC-900 WATER MAIN(TYP)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PR
O
P
O
S
E
D
1
0
"
PV
C
C
-
9
0
0
W
A
T
E
R
MA
I
N
(
T
Y
P
)
PR
O
P
O
S
E
D
1
0
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
10
"
x
1
0
"
M
J
T
E
E
(1
)
1
0
"
G
V
(1
)
8
"
G
V
6"x6" MJ TEE(2) 6" GV 8"x6" MJ TEE(1) 8" GV(1) 6" GV
10
"
x
8
"
M
J
C
R
O
S
S
(2
)
1
0
"
G
V
(1
)
6
"
G
V
PR
O
P
O
S
E
D
6
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PROPOSED 6" PVCC-900 WATER MAIN(TYP)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
10
"
x
8
"
R
E
D
U
C
E
R
8"
x
6
"
R
E
D
U
C
E
R
PROPERTYBOUNDARY
PH
A
S
E
L
I
N
E
TI
E
T
O
F
U
T
U
R
E
16
"
W
A
T
E
R
M
A
I
N
10
"
x
8
"
R
E
D
U
C
E
R
19
8
184185186187188190191192193
19
5
19
6
19
7
19
9
20
0
20
1
20
2
20
4
20
5
20
6
20
7
20
8
20
9
21
0
21
1
21
2
21
3
21
4
21
6
21
5
21
7
22
9
29
0
29
1
29
2
29
3
29
4
29
5
29
6
29
7
29
8
29
9
30
0
30
1
30
2
30
3
30
4
30
5
30
6
30
7
30
8
30
9
31
0
31
1
31
2
31
3
31
4
31
5
31
6
31
7
31
8
31
9
32
0
32
1
32
2
32
3
32
4
32
5
32
6
32
7
32
8
32
9
33
0
33
1
33
2
33
3
33
4
33
5
189 194
40
4
W
E
T
L
A
N
D
S
15 17121715121212121212131415122117121312912121313141213121214131313131413131213141312121213121512121212121512888810810
8
1212
8
10
1210
10
810
10 12101014128
14
12
12
1212
1216
1212
12
14
12
12
12
1212
12
14
16
149
8
8
14
16
10
8
10
8
12
8
10
12
8
8
12
8
8
8
12
8
10
8
10
12
108
16
10
9
14
10
888
89
9 12
814
88 12 14
12
12
12
12
14
10
10
126
10
12
814
16
12
14
8
8
10
8
20
10
10
88812
13
15
12
8
8
12
8
88
10
10
10
8
8
8
14
9109
8
PO
N
D
4
CU
-
1
0
3
30
1"
=
6
0
'
N/
A
EN
L
A
R
G
E
D
U
T
I
L
I
T
Y
P
L
A
N
0SC
A
L
E
1
"
=
6
0
'
12
0
'
60
'
60
'
SE
E
S
H
E
E
T
C
U
-
1
0
2
MA
T
C
H
L
I
N
E
FH
A
(
T
Y
P
.
)
FHA (TYP.)BLOW OFF ASSEMBLY(TYP.)
BL
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
50
'
R/
W
50
'
R/
W
TR
C
S
U
B
M
I
T
T
A
L
PROPOSED 2" PVCSDR-21 WATERMAIN (TYP)6"x6" MJ TEE(1) 6" GV(1) 2" GV
6"
x
6
"
M
J
T
E
E
(2
)
6
"
G
V
8"
x
8
"
M
J
T
E
E
(2
)
8
"
G
V
BL
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PR
O
P
O
S
E
D
8
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
PR
O
P
O
S
E
D
6
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
FH
A
(
T
Y
P
.
)
PR
O
P
O
S
E
D
6
"
P
V
C
C-
9
0
0
W
A
T
E
R
M
A
I
N
(T
Y
P
)
10' NON-MUNICIPALEASEMENT
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
10
'
N
O
N
-
M
U
N
I
C
I
P
A
L
EA
S
E
M
E
N
T
6"x2" REDUCER
8"
x
6
"
C
R
O
S
S
(2
)
8
"
G
V
(1
)
6
"
G
V
PH
A
S
E
L
I
N
E
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
39
40
41
91
92
93
94
95
96
97 98 99 100 101 102103104105106107108109110111112116117118119120
12
1
12
2
13
3
13
4
13
5
13
6
13
7
13
8
13
9
14
0
14
1
14
2
14
3
14
4
14
5
14
6
14
7
14
8
14
9
15
0
15
1
15
2
15
3
15
4
15
5
13
1
13
2
13
3
15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
10+00 38.4536.8011+00 37.5037.7812+00 37.9537.5613+00 37.6237.3314+00 31.9537.45
15
+
0
0
37.34
37.45
16
+
0
0
37.30
37.17
17
+
0
0
37.11
37.80
18
+
0
0
37.87
37.84
19
+
0
0
37.85
37.60
20
+
0
0
37.21
36.20
21
+
0
0
36.20
36.22
22
+
0
0
36.27
36.26
23
+
0
0
36.32
36.42
24
+
0
0
36.38
24
+
3
1
.
2
36.25
CU
-
7
0
1
31
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
A
S
T
A
:
1
0
+
0
0
T
O
E
N
D
TR
C
S
U
B
M
I
T
T
A
L
EXISTING GRADE PROPOSED GRADE8" C-900 PVCWATERLINE
FH
A
(
T
Y
P
.
)
FHA (TYP.)MATCHLINE SEE CU-704
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
BL
O
W
O
F
F
A
S
S
E
M
B
L
Y
(T
Y
P
.
)
3' MIN. COVER
6"
C
-
9
0
0
P
V
C
WA
T
E
R
L
I
N
E
2"
S
D
R
-
2
1
P
V
C
WA
T
E
R
L
I
N
E
25
'
W
E
T
L
A
N
D
S
E
T
B
A
C
K
CONNECT TO FUTURE 16"WATERLINE
BL
O
W
O
F
F
AS
S
E
M
B
L
Y
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
78
79
80
81
82
83
84
85
91
92
93
94 95121122123124125126127128129130131132133134
13
5
14
5
14
6
14
7
14
8
14
9
15
0
15
1
15
2
15
3
15
4
15
5
15
6
15
7
15
8
15
9
16
0
16
1
16
2
16
3
16
4
16
6
16
7
16
8
16
9
17
0
17
1
17
2
17
3
ST
A
T
I
O
N
85
86
87
88
89
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10+00 29.6031.5211+00 33.5534.7112+00 35.6336.8513+00 37.4539.1214+00 37.6438.2115+0
0
37.95
37.82
16
+
0
0
31.40
37.19
17
+
0
0
37.06
37.15
18
+
0
0
37.16
37.22
19
+
0
0
37.27
37.30
20
+
0
0
37.33
37.34
21
+
0
0
37.29
37.24
22
+
0
0
37.21
37.11
23
+
0
0
36.95
36.77
24
+
0
0
36.73
36.66
25
+
0
0
36.84
37.03
26
+
0
0
37.04
26
+
5
0
37.09
CU
-
7
0
2
32
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
B
S
T
A
:
1
0
+
0
0
T
O
2
6
+
5
0
TR
C
S
U
B
M
I
T
T
A
L
SEE SHEET CU-703
MATCHLINE STA. 26+50
EXISTING GRADE PROPOSED GRADE2" SDR-21 PVCWATERLINE
FH
A
(
T
Y
P
.
)
FH
A
(
T
Y
P
.
)
PO
N
D
2
POND 1
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
3
3' MIN. COVER MATCHLINE SEE CU-701MATCHLINE
S
E
E
C
U
-
7
0
1
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
5
BLOWOFF ASSEMBLY (TYP)
8"
C
-
9
0
0
P
V
C
WA
T
E
R
L
I
N
E
3'
M
I
N
.
C
O
V
E
R
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
I
C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
176
7 8
66
67
68
69
70
71727374757677174175177240241
24
2
24
3
24
4
24
5
24
6
24
7
PUMPSTATION
33
34
35
36
37
38
39
42
43
87
88
89 90
15
515
6
15
7
15
8
41
40
91
44
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
26+50 37.0927+00 37.1137.1228+00 37.0536.9629+00 36.7436.6330+00 36.6936.7831+00 36.8736.9532
+
0
0
37.14
37.33
33
+
0
0
37.36
37.45
34
+
0
0
37.51
37.66
35
+
0
0
37.71
37.77
36
+
0
0
37.83
37.95
36
+
8
7
.
4
37.98
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10
+
0
0
37.26
37.43
11
+
0
0
37.58
37.67
12
+
0
0
36.35
37.43
13
+
0
0
37.67
37.71
14
+
0
0
37.70
37.69
15
+
0
0
37.63
15
+
5
0
37.58
CU
-
7
0
3
33
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
B
S
T
A
:
2
6
+
5
0
T
O
E
N
D
RO
A
D
C
S
T
A
:
1
0
+
0
0
T
O
1
5
+
5
0
TR
C
S
U
B
M
I
T
T
A
L
SEE SHEET CU-702 MATCHLINE STA. 26+50
SE
E
S
H
E
E
T
C
U
-
7
0
4
MA
T
C
H
L
I
N
E
S
T
A
.
1
5
+
5
0
EXISTING GRADE
PR
O
P
O
S
E
D
G
R
A
D
E
8" C-900 PVCWATERLINE
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
6"
C
-
9
0
0
P
V
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WA
T
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L
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E
FH
A
(
T
Y
P
.
)
FH
A
(
T
Y
P
.
)
MATCHLINE SEE CU- 706MATCHLINE SEE CU- 706
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
MA
T
C
H
L
I
N
E
S
E
E
T
H
I
S
S
H
E
E
T
MATCHLINE SEE CU-710
3'
M
I
N
.
C
O
V
E
R
3'
M
I
N
.
C
O
V
E
R
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
I
C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
58
9 10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
2526272829303132444546474849505152
53
54
55
56
57
59
60
61
62
63
64
65
15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
15+50 37.5816+00 37.5437.5017+00 37.5437.5118+00 37.3737.3519+00 37.3937.4120+00 37.4237.41
21
+
0
0
37.36
37.36
22
+
0
0
37.42
37.43
23
+
0
0
37.39
37.36
24
+
0
0
37.38
37.33
25
+
0
0
37.26
37.31
26
+
0
0
37.39
37.51
27
+
0
0
37.66
37.75
28
+
0
0
37.81
37.88
29
+
0
0
37.96
38.02
30
+
0
0
38.06
38.11
31
+
0
0
38.17
38.2231
+
6
0
.
9
38.23CU
-
7
0
4
34
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
C
S
T
A
1
6
+
0
0
T
O
E
N
D
SEE SHEET CU-704 MATCHLINE STA. 15+50EXISTING GRADE PROPOSED GRADE6" C-900 PVCWATERLINE
FH
A
(
T
Y
P
.
)
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
3
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
9
FH
A
(
T
Y
P
.
)
6" PVC C-900 WATERLINE
10
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
TR
C
S
U
B
M
I
T
T
A
L
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
979899100101104105106107108109
11
0
11
1
11
2
11
3
11
4
11
5
116117118
16
1
16
2
16
3
16
4
16
5
16
6
16
7
16
8
16
9
17
0
17
1
17
2
17
3
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10
+
0
0
36.74
36.43
11
+
0
0
36.31
35.87
12
+
0
0
35.28
34.91
13
+
0
0
35.03
35.05
13
+
9
7
.
8
35.92
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10+00 37.2237.0711+00 36.9736.6312+00 36.3336.1313
+
0
0
35.46
35.10
13
+
9
9
.
1
34.64
CU
-
7
0
5
35
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
D
S
T
A
1
0
+
0
0
T
O
E
N
D
RO
A
D
E
S
T
A
1
0
+
0
0
T
O
E
N
D
TR
C
S
U
B
M
I
T
T
A
L
EXISTING GRADE PROPOSED GRADE2" SDR-21 PVCWATERLINE
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
2"
S
D
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-
2
1
P
V
C
WA
T
E
R
L
I
N
E
FH
A
(
T
Y
P
.
)
FHA (TYP.)MATCHLINE SEE CU-701 MATCHLINE SEE CU-701
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
2
WE
T
L
A
N
D
S
(
T
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)
3'
M
I
N
.
C
O
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R
3'
M
I
N
.
C
O
V
E
R
25
'
W
E
T
L
A
N
D
S
SE
T
B
A
C
K
L
I
N
E
2"
S
D
R
-
2
1
P
V
C
W
A
T
E
R
L
I
N
E
2" SDR-21 PVC WATERLINE
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
I
C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
17
6
70
71
72
73
74
17
8
17
7
18
0
17
9
18
2
18
1
18
4
18
3
18
5
18
6
18
7
18
8
19
0
19
1
19
2
19
3
22
0
22
2
22
1
22
3
23
8
23
9
24
0
24
1
18
9
547710152025303540455010152025303540455010+00 37.4437.5111+00 37.5437.3812+00 37.2937.2612+90 37.12
10 15 20 25 30 35 40 45 50
10 15 20 25 30 35 40 45 50
10
+
0
0
36.85
36.74
11
+
0
0
36.91
36.93
12
+
0
0
37.08
37.03
13
+
0
0
37.88
37.63
14
+
0
0
37.81
37.91
15
+
0
0
37.79
37.64
16
+
0
0
37.86
37.76
17
+
0
0
37.46
37.27
18
+
0
0
37.10
37.00
18
+
8
2
.
8
36.94
CU
-
7
0
6
36
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
F
S
T
A
1
0
+
0
0
T
O
E
N
D
RO
A
D
G
S
T
A
1
0
+
0
0
T
O
E
N
D
TR
C
S
U
B
M
I
T
T
A
L
EXISTING GRADEPROPOSED GRADE
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
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E
D
G
R
A
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E
6"
C
-
9
0
0
P
V
C
WA
T
E
R
L
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N
E
FH
A
(
T
Y
P
.
)
FHA (TYP.)MATCHLINE SEE CU-704MATCHLINE SEE CU-703 MA
T
C
H
L
I
N
E
S
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E
C
U
-
7
0
3
MA
T
C
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U
-
7
0
7
MA
T
C
H
L
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N
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S
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U
-
8
MATCHLINE SEE CU-704MATCHLINE SEE CU-703
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
3
3'
M
I
N
.
C
O
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E
R
2"
S
D
R
-
2
1
P
V
C
WA
T
E
R
L
I
N
E
6"
C
-
9
0
0
P
V
C
W
A
T
E
R
L
I
N
E
2"
S
D
R
-
2
1
P
V
C
W
A
T
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L
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BL
O
W
O
F
F
A
S
S
E
M
B
L
Y
(
T
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P
)
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
I
C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
178180179222223225224226227
22
8
23
0
23
1
23
2
23
3
23
4
235236237238 239
25
1
25
2
19
8
19
7
19
9
20
0
20
1
20
2
21
3
21
4
21
6 21
5
22
9
15 20 25 30 35 40 45 50
15 20 25 30 35 40 45 50
10+00 33.5437.8711+00 37.9638.01
12
+
0
0
38.26
37.66
13
+
0
0
37.75
37.78
14
+
0
0
37.70
37.71
15
+
0
0
37.66
37.69
16
+
0
0
37.66
37.75
17
+
0
0
37.36
38.30
17
+
8
2
.
3
37.61
CU
-
7
0
7
37
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
H
S
T
A
:
1
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+
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T
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D
TR
C
S
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T
T
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L
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T
MA
T
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L
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N
E
S
T
A
.
1
6
+
0
0
SEE THIS SHEET
MATCHLINE STA. 16+00
EXISTING GRADE PROPOSED GRADE
6"
C
-
9
0
0
P
V
C
WA
T
E
R
L
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N
E
FH
A
(
T
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.
)
MATCHLINE SEE CU-706MATCHLINE SEE CU-706
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
8
MA
T
C
H
L
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N
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E
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C
U
-
7
0
8
WE
T
L
A
N
D
S
(
T
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P
)
6" C-900 PVCWATERLINE
0
HO
R
I
Z
O
N
T
A
L
S
C
A
L
E
1
"
=
5
0
'
10
0
'
50
'
50
'
0
VE
R
T
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C
A
L
S
C
A
L
E
1
"
=
5
'
10
'
5'
5'
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
19
8
193195196
19
7
19
9
20
0
20
1
20
2
20
8
20
9
21
0
21
3
21
4
21
6
21
5
217219218220 221
22
9
30
2
30
3
30
4
1941520253035404550
15 20 25 30 35 40 45 50
10+00 37.6337.7711+00 37.6137.6112+00 37.6737.7713+00 37.8537.53
14
+
0
0
37.70
37.63
15
+
0
0
37.84
37.61
16
+
0
0
38.23
38.35
17
+
0
0
38.11
38.25
18
+
0
0
37.48
37.35
18
+
8
5
.
4
37.21
CU
-
7
0
8
38
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
I
S
T
A
:
1
0
+
0
0
T
O
E
N
D
TR
C
S
U
B
M
I
T
T
A
L
EXISTING GRADE PROPOSED GRADE6" C-900 PVCWATERLINE MATCHLINE SEE CU-706
MA
T
C
H
L
I
N
E
S
E
E
C
U
-
7
0
7
MA
T
C
H
L
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N
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S
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C
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7
1
0
MA
T
C
H
L
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C
U
-
7
1
0
MATCHLINE SEE CU-706
FU
T
U
R
E
P
H
A
S
E
3' MIN. COVER
3'
M
I
N
.
C
O
V
E
R
FHA (TYP.)
FH
A
(
T
Y
P
.
)
BL
O
W
O
F
F
AS
S
E
M
B
L
Y
(
T
Y
P
)
PH
A
S
E
L
I
N
E
(
T
Y
P
)
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
12
3
4
5
6
24
7
24
8
24
9
25
0
25
1
25
2
25
3
25
4
25
5
25
6
25
7
25
8
25
9
26
0
26
1
26
2
263
27
2
24
9
24
8
7
8
9
10152025303540455055
15 20 25 30 35 40 45 50 55
10+00 40.2038.3911+00 38.5638.4112+00 38.2538.23
13
+
0
0
38.20
37.98
14
+
0
0
36.01
37.94
15
+
0
0
37.95
37.98
16
+
0
0
37.94
37.88
17
+
0
0
37.82
37.72
18
+
0
0
34.89
37.55
19
+
0
0
37.58
35.22
20
+
0
0
37.91
37.76
21
+
0
0
CU
-
7
0
9
39
1"
=
5
0
'
1"
=
5
'
PL
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
D
J
S
T
A
:
1
0
+
0
0
T
O
E
N
D
TR
C
S
U
B
M
I
T
T
A
L
EXISTING GRADE PROPOSED GRADE10" C-900 PVCWATERLINE FHA (TYP.)
FH
A
(
T
Y
P
.
)
MATCHLINE SE
E
C
U
-
7
0
4
MA
T
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-
7
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MATCHLINE SEE CU-710
FH
A
(
T
Y
P
.
)
3' MIN. COVER
3'
M
I
N
.
C
O
V
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R
0HORIZONTAL SCALE 1" = 50'100'50'50'0VERTICAL SCALE 1" = 5'10'5'5'
25
3
25
4
27
3
30
1
30
2
30
3
30
4
30
5
30
6
30
7
32
3
20
3
20
4
20
5
20
6
20
7
20
8
20
9
21
0
21
2
21
1
15 20 25 30 35 40 45 50 55
15 20 25 30 35 40 45 50 55
10
+
0
0
38.14
37.68
11
+
0
0
37.63
37.34
12
+
0
0
36.77
35.65
13
+
0
0
35.83
36.18
14
+
0
0
36.95
37.38
15
+
0
0
37.20
37.57
16
+
0
0
37.55
37.55
17
+
0
0
37.45
37.02
18
+
0
0
37.60
37.72
19
+
0
0
37.74
36.92
20
+
0
0
37.6920
+
2
5
.
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SCALE: NTSSIDEWALK DETAIL5 SCALE: NTSSTANDARD 24" CURB SECTION6
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TREE PROTECTION SIG
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SCALE: NTSSEEDING AND STABILIZATION7
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NOTE (G.S. 113A-57 (2))THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETIONOF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITHTEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURESSUFFICIENT TO RESTRAIN EROSION.TREE PROTECTION NOTES:1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCESHOWN ON THE PLANS. [18-457(b)]2.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.[18-458]3.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREEPROTECTION REQUIREMENTS AND METHODS. [18-457(d)]4.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSEAREAS. [18-458]5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. [18-458]6.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)] AND ANY TREES IN ANY REQUIREDBUFFERS [18-456(b)] ARE REQUIRED TO BE RETAINED.SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IFAVAILABLE.2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTHAND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEEBELOW*).5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ORCULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTINGSEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINALLIME, FERTILIZER AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTERPERMANENT COVER IS ESTABLISHED.10.APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACREFERTILIZER - 1000 LBS/ACRE (10-10-10)SUPERPHOSPHATE - 500 LBS/ACRE (20%)MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE
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FAIRCLOTH SKIMMER5
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SCALE: NTSANCHORAGE FOR FRAMES 8 SCALE: NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE9
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SCALE: NTSFRAMES AND WIDE SLOT SAG GRATES7
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SCALE: NTSSTANDARD PIPE TRENCH DETAIL8 SCALE: NTSGUIDELINES FOR BEDDING STORM SEWER CLASS C9
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SCALE: NTSASPHALT TO COCNRETE TRANSITION7 ··“”····
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STORM PIPE STRUCTURE AND PIPE TABLES1
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STORM PIPE STRUCTURE AND PIPE TABLES1
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L
S
AS
S
H
O
W
N
--
TR
C
S
U
B
M
I
T
T
A
L
POND 1MAINBAY
FO
R
E
B
A
Y
126
12
5
12
4
12
3
11
9
11
7
11
6
12
9
CN
-
5
0
1
60
1"
=
3
0
'
N/
A
ST
O
R
M
W
A
T
E
R
P
O
N
D
1
D
E
T
A
I
L
S
0SCALE 1" = 30'60'30'30'
TR
C
S
U
B
M
I
T
T
A
L
FO
R
E
B
A
Y
A
N
D
S
T
O
R
A
G
E
P
O
N
D
S
E
C
T
I
O
N
FO
R
E
B
A
Y
MA
I
N
B
A
Y
STORM ELEVATIONSWET POND1.5" DEPTH = 28.75'DESIGN STORM2-YEAR = 28.60'10-YEAR = 29.62'25-YEAR = 30.32'50-YEAR = 31.01'100-YEAR = 31.74'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
EM
E
R
G
E
N
C
Y
S
P
I
L
L
W
A
Y
S
E
C
T
I
O
N
3:
1
S
L
O
P
E
OUTLET STRUCTURESEE DETAIL, THIS SHEET EMERGENCY SPILLWAYEL = 34.0'3:1 SLOPERIPRAP OUTLETPROTECTION
POND 2MAINBAY148147146145144143139138 155 156 157 158 15
9
16
4
16
3
16
2
16
0
16
1
FOREBAY
40
4
WE
T
L
A
N
D
S
CN
-
5
0
2
61
1"
=
3
0
'
N/
A
ST
O
R
M
W
A
T
E
R
P
O
N
D
2
D
E
T
A
I
L
S
0SCALE 1" = 30'60'30'30'
TR
C
S
U
B
M
I
T
T
A
L
FO
R
E
B
A
Y
A
N
D
S
T
O
R
A
G
E
P
O
N
D
S
E
C
T
I
O
N
FO
R
E
B
A
Y
MA
I
N
B
A
Y
STORM ELEVATIONSWET POND1.5" DEPTH = 33.74'DESIGN STORM2-YEAR = 33.76'10-YEAR = 34.11'25-YEAR = 34.30'50-YEAR = 34.70'100-YEAR = 35.13'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
EM
E
R
G
E
N
C
Y
S
P
I
L
L
W
A
Y
S
E
C
T
I
O
N
3:
1
S
L
O
P
E
OUTLET STRU
C
T
U
R
E
SEE DETAIL, THIS
S
H
E
E
T
EM
E
R
G
E
N
C
Y
S
P
I
L
L
W
A
Y
EL
=
3
5
.
2
0
'
3:1 SLOPE
RI
P
R
A
P
O
U
T
L
E
T
PR
O
T
E
C
T
I
O
N
PO
N
D
3
MA
I
N
B
A
Y
FO
R
E
B
A
Y
404WETLANDS 169168167166
18
2
18
3
18
4
CN
-
5
0
3
62
1"
=
3
0
'
N/
A
ST
O
R
M
W
A
T
E
R
P
O
N
D
3
D
E
T
A
I
L
S
0SCALE 1" = 30'60'30'30'
TR
C
S
U
B
M
I
T
T
A
L
FO
R
E
B
A
Y
A
N
D
S
T
O
R
A
G
E
P
O
N
D
S
E
C
T
I
O
N
FO
R
E
B
A
Y
MA
I
N
B
A
Y
STORM ELEVATIONSWET POND1.5" DEPTH = 36.26'DESIGN STORM2-YEAR = 36.13'10-YEAR = 36.52'25-YEAR = 36.76'50-YEAR = 36.92'100-YEAR = 37.04'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
EM
E
R
G
E
N
C
Y
S
P
I
L
L
W
A
Y
S
E
C
T
I
O
N
3:
1
S
L
O
P
E
OUTLET STRUCTURESEE DETAIL, THIS SHEET
EM
E
R
G
E
N
C
Y
S
P
I
L
L
W
A
Y
EL
=
3
6
.
8
0
'
3:1 SLOPERIPRAP OUTLETPROTECTION
POND 4MAINBAY
20
3
20
4
20
5
20
6
20
7
20
8
20
9
20
2
20
1
200 199404WETLANDFOREBAY
CN
-
5
0
4
63
1"
=
3
0
'
N/
A
ST
O
R
M
W
A
T
E
R
P
O
N
D
4
D
E
T
A
I
L
S
0SCALE 1" = 30'60'30'30'
TR
C
S
U
B
M
I
T
T
A
L
FO
R
E
B
A
Y
A
N
D
S
T
O
R
A
G
E
P
O
N
D
S
E
C
T
I
O
N
FO
R
E
B
A
Y
MA
I
N
B
A
Y
STORM ELEVATIONSWET POND1.5" DEPTH = 36.24'DESIGN STORM2-YEAR = 36.24'10-YEAR = 36.63'25-YEAR = 36.82'50-YEAR = 36.92'100-YEAR = 36.99'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.
EM
E
R
G
E
N
C
Y
S
P
I
L
L
W
A
Y
S
E
C
T
I
O
N
3:
1
S
L
O
P
E
OUTLET STRUCTURESEE DETAIL, THIS SHEETEMERGENCY SPILLWAYEL = 36.80'3:1 SLOPERIPRAP OUTLETPROTECTION