SW6230807_Plansheet - SCM Detail_20231205

— — — — f1FA
cmp — — — — — — — — — — — — — - ARCHITECTS
— ENGINEERS
INTERIORS
—239 _ — \\
HARRISON FRENCH
20 15 10 5 0 10 20 30 40
j & ASSOCIATES , LTD
\� ,t ® '9 E 2 1 • 0 ( \ J \\ \��/ \ 1705 S. Walton Blvd. Suite 3
M )
N _
\ �� \ SCALE: finch = 20 ft.
\ Bentonville, Arkansas 72712
\ 6„W— 6—W t 479.273.7780
UGT UGT �� 'C L t_ _ — ,/ f 888.520.9685
/ / I UGT H —UGT \ 6 �-_ \ 7 \ — — www.hfa-ae.com
/ ❑HE — — — _ — _ _ — pHE /
—UGT i
�UGT L
EMERGENCY SPILLWAY _ I -- w
E BP:0+00.00 \ — — — U)WITH 3H:1V SLOPES O T
UGT Lu �STORM SEWER LINE 6
�wmo�
❑HE O o I
I —OHE —_ — �_\ / \ U /QSCgp� \ I \ 0 oZ�m¢o�wo�
\ I FL + / / F \ \ , a ��ww�Uo~O
_ o FL I \ \ T eUpp R I \ � ¢Z~~�w�=�¢
— 242. HHE d �\ \
I FG242.50 FG50
� \
T❑HE J a��w o�oZz o�U zo wFa w
���zLLo � Jzw�oLLz&wH
o242 w=~a
— 242 / / —
— 3.0:•1 10' 3' 1+00 \ / \ UGT
BP:0+00.00 5 PI:0+17.99— 1 - / \ \ \ \ \ U) 00000aaao
�1\ 1 I o / / \ ENE 40,RF \\ 7
h v I o w / FG 242.50 FG 242.50 w \ \ qR BU/�
® I o /
1 �\ / FL 241.50 FL 241.50 EP: 1+57.70 �
235 236 N \ `\\ o \ \ \ IN POND MAINTENANCE STALL(6)STEPS FOR1\ �GT \ o
OUTLINE OF PROPOSED + cv o ACCESS P 0+� Q
DETENTION POND cf cchv
0 0 I
\ N0- L0 N \ \ HE \ l \ UGT \ U co o
1+00 \ / a a \ ` ` \\ \ 0 �
LJJ
MAIN POOL 2.5:1 M �\ / Q U
0 Z z
3+00 U
LLI
FOREBAY 1 Qh' ° 2�2 \ ENE O
I \ 1 1 I FOREBAY 2 N Ir
235 0 l �n 44 n 00
236
N
_x � I _ y
/x / \ - aoo EXISTING SANITARY \ �y9 ° 0. O
EP:0+79.95 SI WE M-NHOLE_ i 4
NEW RIM ELEV=243.25 I / O
I
270 270 . �N CA Ro�''i
NO WETLANDS WERE �� ,..........
OBSERVED ON THIS SITE •pFEs / •.•,%:�
PER WETLAND = AL
INVESTIGATION BY 5 19
265 265 WETLAND SOLUTIONS, '•�ti Q;:• �'�
LLC MEMO DATED JULY 7, 2 3/lTz"(6 0 1',1 a' 0
2022 (ADAM CASTER)
260 260 BASED ON THE NORTH
CAROLINA SURFACE HARRISON FRENCH
WATER CLASSIFICATIONS &ASSOCIATES, PLLC
AS WELL AS THE WEEKLY COA#P0402
WATERBODY REPORTS
255 255 THERE ARE NO SURFACE
WATERS WITHIN THE AREA
OF DISTURBANCE FOR
THIS PROJECT.
250 250
FINISHED GRADE
ISSUE BLOCK
a, 245 100-YR HGL 245 OTP 02 AUG 2022
ELEV:241.10
EXISTING GRADE
� 10-YR HGL DESIGN VOLUME/TEMPORARY POOL 8 CCD5 16 JUNE 2023
ELEV:240.91 REQ'D VOLUME:22,525 FT
3 STA:2+72.94 STA:2+76.93
PROVIDED VOLUME:23,922 FT CCD9 01 DEC 2023
F DRAWDOWN TIME 2.40 DAYS(± 57 HRS) ELEV:238.75 ELEV:238.75 9
0 3FT Tf1� I- - � — -- _-r — AFT TACL
0 240 240
N04 ...
o I FOREBAY 1
a, I MAIN POOL PROVIDED VOLUME:3,932 FT3
U) REQ'D VOLUME:54,870 FT3
PROVIDED VOLUME:56,765 FT3
235 235 STORE NO. 412
U)
7 DOCUMENT DATE: 08/02/2022
0
o CHECKED BY: WFM
U
0
0 230 6 VEGETATED SHELF WITH &VEGATATED SHELF 230 DRAWN BY: DAG
6H:1V SLOPE WITH 6V:1 H SLOPE
PROTO CYCLE:
0
rn
N
N
Cu
U C4
(E �
C 225 225 DETENTION POND
m
� _
DETENTION POND PLAN & PROFILE
HORIZONTAL SCALE: 1 "=20'
o Cu
C VERTICAL CALE: 1 "=5'
M O�
O
CIS N 220 220 SHEET:
0 0 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
C7 . 9
ou-