NCC223245_Site Plan or Location Map_20220916

STORMWATER POND #1 \\
NORMAL POOL = 65.00'
SEE SHEET D-8 FOR \ \ / \
RIPR-RAP OUTLET /
PROTECTION TABLE \� 24" HP
(TYP) � 40 LF @ 0.50%
( % /
>\
�>\ /
h
f >\ I i
60 co
I.E 64.55 OS #1 a F66
(SEE POND DETAILS) 64.5 � �
FES#100IR
�
a >\
/ I 49A 49B 49C 49D L \
`Oh I N 48A 48B >)/
/ FES #101
�� 59 5 :j:�. -: ;••,; :> .i'.: RIM 69.80 D \ n >\ \
I.E. (W) IN 64-2 48E
I.E. (S) IN 64.92 48F 66.
\ / FES #200 `ay a:8" 0PeI.E. (E) OUT64.92 :,.. CI 4#710A
I.E 64.50 @0.32 25 LF
/
/ 25
RIM69.81 47D
o� ' 11 �� I.E. (N) OUT 65.32 O
/ as as 6�5 ro`0.... Cl #106 �F@ 0.3C ° `-� ' I.E. (S) IN 65.32 46A
aa5 RIM 69.87 � :: LE. (W) IN 65.32
I.E. (E) OUT 64.99 ,. - - - ,.., , • 46B46C \ I 26
FES #300 39 LF @ 1.29% RIM 70.85 ICI #105 ' ':-_-24" HP 46F
C @ 262 LF 0.30%
I.E 64.50 I.E. (NE) OUT 65.00 RIM 69.81 \ 7'/ / Cl #505
I.E. (S) IN 65.00 DI #202 I.E. (E) OUT 65.40 '" 18" HP !JF ; `' 45A / / RIM 70.47
30" HP 15„ RIM 69.00 50D 25 LF @ 0.30% ' VN�C :,. �:; ,$ ' : 45B / // O
_ I.E. N OUT 65.36 •'"`"��� I.E. (S) IN 66.64
HP ,: ; ,• nls, ;•• a•; CI #103 I.E. (W) OUT 66.64 °
121 LF I.E. (S) IN 65.36 50B ,... S O '" RIM 70.38
CI #301 @ 0.30% 50A _. R 'Y::: /
I s_.:`.::• ;r:. , (p/ , 4 LE. (W) IN 66.11 /
RIM 70.83 .�;•�'� O '> • ,.�,...
' �:. /C� I.E. (N) OUT 66.11
I.E. (NE) OUT 65.00 .5 °' •;,. 51 D �• - 'r' : •.s. ` / ''x'�, - \
I.E. (S) IN 65.00 o Cl #306 :_..: r s Q o
I.E. IN 65.07 � ls„ I 51 C �:�•: ��,.•. ,,. •'�' � ,.: JB #504
' c (W ro RIM 70.91 :".:. lg yp 51 B :�1 ..: y'... 18" HP `.: ' ': ,`. � / / 28 RIM 71.43
I. E. (N) OUT 65.07 ��R 51 24 LF 0.30%
@ ; :vr / I.E. (E) IN 66.39 k
°3�% / I 52D ::; / I.E. (NW) OUT 66.39 0�
15" HP °..j ,•• O52C
A 24 LF @ 0.300/( \ 526 Cl #104 / /
56A 52A RIM 70.38 K 29 18" HP
56B DI #203 O I (E) OUT 66.18 •. 159 LF @ 0.30% "
66B 56C RIM 70.20 \ CI #503X.
" Cl#307 56D I.E. (N) OUT 65.95 I 143 S HA RIM 70.52
o " ' \ DI #204 / I. E. (SW) IN 65.92
z I.E. (S) IN 65.95
�`� � _ 66A / �;•,: � '� RIM 70.39 / 55A <F@ �.30% ,.. \ RIM 70.75 � .•�. s. I.E. (SE) IN 65.92
/ s ::,. I.E. (W) IN 65.63 55B I.E. (N) OUT 66.38 - - -
., i �'�� °;S, `v. •.�:'�.j.• :•'•'` ., / � 55C I.E. (NW) OUT 65.92
18 HP
/
:.
I RIM70.89 :;.:::•: ;.• _ °�°Fa:. 54A5 1� / / - 4L O
o .. :. 2 4LF@030 36
I I.E.(E)OUT 65.44 yr. :� ,z. 4B 2 F@0.30%
I.E. (SW) IN 65.44 ��. CI #303 :?>•�+' ":',•� �
c: RIM 70.39 '.,... .,? !.' ...i.': \ 54D / 37
65B LE.(E)OUT 65.70 -24„-tip 53A I / FUTURE AMENITY SITE
I.E. (NE) OUT 65.63 22S<F ;y ..}t :;; Cl #305 53B / eCl #509 65A I.E. (S) IN 65.63 @ 53C 0 RIM 70.62 \ ti� c'. RIM 70.52 8
3�� I.E. W IN 66.30 \ 53D / CI #502 F @ I.E. (NE) OUT 65.99
64B - • •�;: / :.; '• ' RIM 70.19 » 1
I I.E. (S) IN 65.39
:::.: I.E. W OUT 65.39
/ R I M 70.62 18" H P '''a ;' I/ ( )
I.E. E OUT 66.37 Y .. 24 LF 0.30% c'' I.E. (SE) IN 65.39
63A I.E. (N) OUT 66.30 ,. ! h p�� s' SD STUB FOR 15" HP
'CR ` FUTURE EXT 24 LF @
\ \ \\\ �� / 626 / s~ ;�' �SS O .: DI #604
O CI #508
18" HP
24 LF @ 0.30%
CI #506
RIM 70.47
I.E. (N) OUT 66.71
\ 34
\,, Cl #402 RIM 71.07
\ \b� �� � / 62A p 18" HP\RIM 69.30 RIM 70.19 I.E. (SW) OUT 67.94
// '' 20 LF 0.30%
61 B •' A.: Ve C @ I.E. N OUT 65.46
•..s. I.E. (W) OUT 64.57 ( )
O '<' / �\ I.E. (E) IN 64.57
/ ! ` �8 - .`';, r . CI #401
- - - - /606 :;_ RIM 69.30 64.50 24 LF @ 0.30%':,.:
I.E. (E) IN 64.50 \ 41 \ ) 46
O
f
RIM 71.05
I.E. (SW) OUT 68.46
l
I
/
/ PHASE 3A /
/ (IN CONSTRUCTION)
/ / \\ \\\\,,,
�A 0
0
4Cl 9 #704
RIM 71.75
I.E. (SW) OUT 67.94
I.E. (NE) IN 67.94
18" HP
(A 7 24 LF @ 0.30%
1N
Cl #703
RIM 71.75
I.E. (NE) IN 67.87
I.E. (NW) OUT 67.87
59B a 42 \ _
Os #2 / O \ J
I 59A 30" HP O
(SEE POND DETAILS) + 43 '� _
\ 297 LF @ 0.30% -� CI #606 0. 44
co
O �` 24" H P �b �
o\1 �.: RIM 71.19
58A O CI #603 5� 246 LF @ 0.30%
O oM m OUT67.38 RIMSM cJ8 /
8�� HP O O
- - � _ � J :`•" •!'' • LE. (SW) OUT 67.43
1
I \
24" HP 576 Q `': ; 18 HP 24 LF @ 0.30%
57A 24 LF @ 0.30% \ I.E. (NE) IN 67.43
I \ FES #2A \ 32 LF @ � 0.50% -
I 610, LE64.09 \'\ ` sa o rtCl#605 102�F@o
RIM 71.19
I.E 64.00 CI #501 \ LE. (E) IN 67.31
1 \ \ \ s9 Q s RIM 69.18 \ SNP
I.E. (S) OUT 67.31 24" HP
I. E. (S) IN 64.50 4/69 \ /
I.E. (N) OUT 64.50 � \ JB #601 119 LF @ 0.30%
I.E. (E) IN 64.50 O RIM 72.42 s:' CI #702
'6$ \\\�\ \6, I S8 s� Ss C 6p y;` 68 I.E.(W)OUT67.00 CI#602 RIM72.30
1 I.E. (S) IN 67.00
I.E.(N)IN67.00 T
\ s \ •, � � RIM 71.71 I.E. (SW) OUT 67.14 � 61
68 6 I.E. (N) OUT 67.36 I.E. (SE) IN 67.14
15" HP \ I.E. (NE) IN 67.36 o
24 LF @ 0.30% 66 0
o
STORMWATER POND #2 C1#507 \ 6Q4 0
NORMAL POOL - 64.50 30" HP
< 48LF@1.04% I.E. (N) OUT 64.57 \ \\
FES #700
\ I \ \ \ \ \ 6 1. E 66.50
zz
65
64
I I S 63
>\
(51
/ \ s9 2
PROJECT BOUNDARY (TYP) l \\N��
(SEE POND DETAILS)
FES
LE 6
\---------/ .50%
60 �/ >\
_ � y
/
JB#701/ Ebro-�-��
RIM 71.22 \
I.E. (NE) IN 66.71
OUT 66. 11 \
s _
i
/ WETLANDS (TYP)
TORMWATER POND #3�
N RMAL POND = 67.00'
#3A
6.78
60 0 60 120
% 1 INCH = 60 FEET HORIZONTAL
A
i
O
AMENITY CTR. SR 47
a
313 A i �aORo
3A e
f
2A 2C m�
2B "
O
r�
z�
VICINITY MAP
NOT TO SCALE
NOTES:
SEE SHEET 1-1 FOR GENERAL NOTES AND
LEGEND.
FINAL DESIGN
NOT FOR CONSTRUCTION
A
J�
CAPE FEAR ENGINEERING
151 Poole Rd. Suite 100 1 Leland, NC, 28451
TEL [phone] FAX [phone]
www.capefearengineering.com I N.C. LICENSE # C-1621
PROJECT
819-031
NUMBER:
SCALE: AS SHOWN
DATE: J U LY 2022
TRACKING:
GRAYSON PARK
PHASE 3B
STORMDRAIN PLAN
PROJECT NUMBER SHEET NUMBER
819-031 1 SD-1