SW3210302_Plansheet C.3.1_20220510

STRUCTURE &PIPE TABLE
NAME
DETAILS
GRATE = 953.69
S-1
INV = 949.00
P-1 INV OUT = 949.00
GRATE = 953.50
INV = 947.92
S-2
P-1 INV IN = 947.92
P-2 INV OUT = 947.92
GRATE = 953.80
INV = 947.00
S-3
P-2 INV IN = 947.00
P-9 INV IN = 949.00
P-3 INV OUT = 947.00
GRATE = 954.09
INV = 946.50
S-4
P-3 INV IN = 946.50
P-10 INV IN = 946.50
P-4 INV OUT = 946.50
GRATE = 953.02
S-5
INV = 950.00
P-5 INV OUT = 950.00
GRATE = 953.50
INV = 949.39
S-6
P-5 INV IN = 949.39
P-6 INV OUT = 949.39
GRATE = 950.23
INV = 947.00
S-7
P-6 INV IN = 947.00
P-7 INV OUT = 947.00
GRATE = 949.87
INV = 943.50
S-8
P-7 INV IN = 945.10
P-4 INV IN = 943.50
P-8 INV OUT = 943.50
GRATE = 950.27
S-9 (JB)
INV = 940.27
P-11 INV OUT = 946.56
P-10 INV OUT = 946.56
GRATE = 957.84
INV = 953.39
S-10
P-11 INV IN = 953.39
P-12 INV IN = 953.39
GRATE = 957.02
INV = 954.02
S-11
P-13 INV OUT = 954.02
P-12 INV OUT = 954.02
GRATE = 959.94
S-12
INV = 956.94
P-13 INV IN = 956.94
GRATE = 947.00
INV = 935.36
S-13
P-8 INV IN = 943.21
P-13.1 INV OUT = 935.36
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DRAINAGE BASIN o CNM M o
(7.90 AC) /
/ 386' � Y �. �. Z
PD PD PD PD &37.1PD oI rx ao so U N N an
86'0 "E 7' Feet ,p _ c
SCALE: 1 "=40'
OFF -SITE DRAINAGE W
GRASS R/W BUILT UPON AREA
(5,SS SF) (6.67 AC) PROJECT AREA
18 AC
/ EQUIP. STORAGE-1 0 (10. ) x '�
/ 1.41 AC
143 W 0 Ei
o c
// 169 LEGEND o cu
/ L�
/ 959.00 � � .o
/ (1244 957.50 S-10 JUNCTION BOX - - PROJECT AREA (10.18 AC) E
o
/ /��------- S-11 (NO INLET) - > ; o
L
/ / / 1 I I / DRAINAGE DIVIDE (7.90 AC) 0 W U) U
�� 0 / / I 1 465 I /
/ // /\ / / I / / I I p-13 -12
/� / \ BUILT UPON AREA (6.67 AC) Ln
N 26.3708"E / // / / / / /
21 .77 • / 959.80 T \
/ 61 / / 965�96 / // / S-12 i \
/ / �\� / 2132 �59.80 I \ GENERAL NOTES
rn / / / // // // / /� I 30� - - _ 1. VEGETATION. THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND
// // // 77 / BUILDING 2 80 � AROUND THE WET POND: �
/ / / / 12, 000 SF 3 1.1. THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT C0
I rn rn / // EQUIP. STORAGE-2 // / // o SLOPES, OF THE POND SHALL BE VEGETATED WITH NON -CLUMPING 00
I I i 1.21 AC / N
I � / / � �, g TURF GRASS; TREES AND WOODY SHRUBS SHALL NOT BE ALLOWED; LO
I / / co I / / / / 150 / a 1 S6AND
o I / / `o / / / / / / / / U) 1.2. (B) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF
zl / 1 / rn R26 I °' / ^ / / / / I / / / o THREE DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A �� Z
I / I / /I 0) I / / l /l / / / / ' - gss\ MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF
I I// 1 / ^o //960 / / / / / 958 / o AREA.
I/ I / // / / / / / _954- 2. THE VEGETATIVE SHELF SHALL BE PLANTED WITH A MIX OF THE
FOLLOWING. SPIREA, ITEA, SILKY DOGWOOD, AND SWAMP AZALEA.
\ I I �� / / / g / / / / 1 957 / / 45'
/ 64.31�g
o\ / I I�w / / / I 29T / EQUIP. / / / PD S3 u%
\ ' / � / / / STORAGE/ACCESS-3 / / / g5� / \
.rn I I ' / 957 / / / 2.85 AC
lo / / I\ \-------- LIJ U
\ �!` \ // / // �/ . // / / - DROP INLET - SEE / / / // j \ / \ / > Z
�h / �95 / / DETAIL 11/ / I // / /� // \\ �/ O
I / / 52
/ 4'x CONCRETE
i�\ �� APRON (TYP) 95� / / / I //\------------ Z
\ NN� O I / i°' i E DETAIL 7/C8 954 _ 9 3.7 I o 951�
W
\ �\ �� / �"D ,9 S_2 / i / / CURB INLET CATCH BASIN j
/134' / ,S-1 •8 RIM 953.50 A53.50 / / SEE DETAIL 10/C8 j �950 Q
�o��\\ \\ \ / // ��� / // INV 94 �92
/ / I S-9 JB M' 0
\co �t
\ / `V) -948 - - - - - - - - - - - - - - - - - - 0 0
y'I
< PILL CURB � S-4 P-10 � � �
rn / / o S-3 9 3.80 O
00
9 0 / / / / �0 rn / - I /---------947------------------- Z
�X��� \ �s�, / 9 4.33 �� // /
-\�'�I. BLDG 1 (MAIN)
13,000 SF - / / 349�_ / 946- - - - - - - - - - - - - - - - - - / Q
�0 � ^v/ / I _
0/� / I o -945- /
\ \ \ / / I _-___-- /
\�� I I l °j``o� 0 �95 2 / /-------944-------------------- -----' <
\ s� o I l / h / l / / / / - TOR_ -943- r - 4L.0 � /
� W
LO //7/
cr) Lc_)
I P15 / / / rn / / / / / j _ �' i TOP OF 4' BERM i
p PD EL. 944.25
953.60
4.......:.:::...:.
VEGETATIVE SHELF
(2,570 SF) - - / �� ��` CA/T'O
10' SCM ACCESS
\ , 935 00 - - / CU
\ I / i i j- - - - - I & EASEMENT / ^�'� \ 1 SEAL
\ 6\ X i d, _ 4248 SF / \ ��,� s-8 \ \ \ , \ A -A �A/ ��^�� // a 029232
1\\
I I �''-7 -8 i I I (378.2� / ��, ��ciNE��
S
\ I I 932.25 B-B' /o'er �/ / `�F� SHPB�j
I 15 RIPRAP OVERFLOW i\
S-7 \ I I I L - - I CREST 943.25W7�
RIM 950.23 S-13
�,o \ \ \ \ \ \ \ 340 \ INV 947.00 RIM 947.00 \ I L
"o \ \� \9 �9 \9 \�9 0 1\ �'00 101 of 6" HDPE P`PE # 0� d7 / PROJECT NO.
j s S S S S t A dt INV 935.3691 941- 42\ I / / // /
I rn s A �3, 2\ ) 9. \ rn rn G 9 S .�
\ R/W \ I 943- / 19-340
..... DATE:
(602) \ I g�� 943 942 938-/ /
\� N 86.1-6'54_i 0. - pP �� �- o < - 941 I / JAN. 29, 2021
\ I OH _ P/L \ / / DRAWN BY:
W_ 9�6 „ W �� w- ' OHE � OHF -� 0HE _ - OHE sew
EOP - - --S�NL
W _ ` 9�1`2 �"� CLASS B RIPRAP OUTLET ��
\ \ - W \ _ CHECKED BY
---s-- EAST MAIDEN RD (SR1855) - --� P/L - - 17`g7'--�- L--_�_ _ E ms. INV`�37.52 \ \ _ INV937.00
N 84'10'41 "w - - CLASS RIPRAP OUTLET -� - - - - - �85.43' \ \EOP \
ds
- EOP = N 8 °31 'S8" - - \ \ REVISIONS:
i
34' of 36" HDPE PIPE @ 1.00� EOP -�/
NO. DATE: BY
- - - - - - - - - - - - - - _ 1 5/5/2022 DS
WET POND
AREAS
SHEET NO.
-ii c 3 � 1 OF 14
11