HomeMy WebLinkAboutZ-5817-A Map 1m
6' WOOD
PRIVACY FENCE
312
310
308
306
304
i
15'
U
a
w
W
o
V
z
REQUIRED PHASE II DETENTION
DESIGN AREA = 2.92 AC
z�
IL
o
316
4
C=0.60 C=0.65
Q
Z
�3
W
314
I
M
a
z
VOL. = 1/2 (13.3-12.3)(43)(60) = 2580 CF
GAND�c/��/N'�
DET IO
w
10' UTIL.
w
_
a
N
PU
OID
c�
/ SPA&Z,
SYSTEM 314
"
TU
3�
20'
25'
,$SO ff
1 ^ Pvc
0-1 OFFICE
BLDG. 1
PATIOS -
1 " PVC
8 1 9 1 10
1I
Y
I STORAGE
I
1\
X
III Owl-ol
X CONC.
APRON r
4 3 2 1
T-tIV
WAC FE
0
1 4 0 4000 SF F TPRINT
51 00 SF PAR G
SF
13
12 0-1 OF E
BUILDING 2
50
2
24" RIC
�•�'�,GR AREA
30�
HIGHWAY 10
mn-
SURF.
DRAIN
INL T
25'
a
w
rya
z
Li
w
CD
1 " PVC
5' ADDN'L 10' SEW R
OW DED. EASE.
"X4�
/ ,\? ,
Qlk
334
- 332
330
N
328 v
v \ /�
326
320
324
E
D Ca
�J
322
SURFACE DRAIN
INLET
3'-66
X 0'-8"
OPENING
4" THICK CONC.
OVERFLOW
APRON
15" PVC
OUTLET
VICINITY MAP
MAX.
WATER
8" PVC LOW FLOW PIPE
VOL = 20(45)(3) = 2700 CF PROPOSED
SECTION A -A
318
z
REQUIRED PHASE II DETENTION
DESIGN AREA = 2.92 AC
z�
IL
r
316
4
C=0.60 C=0.65
Q to 10.8 CFS - Q,p= 11.7 CFS
�3
x
314
T = 2.67[ 1/2 D + 0.6 (TC) ] = 43 MINS.
M
OS'XF'
X
VOL. = 1/2 (13.3-12.3)(43)(60) = 2580 CF
GAND�c/��/N'�
DET IO
10' UTIL.
NOTES
_
a
PU
OID
x
3
PUBLIC SEWER SYSTEM IS INSTALLED.
DEPT +
x
SERVICES TO BE PROVIDED TO BUILDING 2 CONCURRENT
III Owl-ol
X CONC.
APRON r
4 3 2 1
T-tIV
WAC FE
0
1 4 0 4000 SF F TPRINT
51 00 SF PAR G
SF
13
12 0-1 OF E
BUILDING 2
50
2
24" RIC
�•�'�,GR AREA
30�
HIGHWAY 10
mn-
SURF.
DRAIN
INL T
25'
a
w
rya
z
Li
w
CD
1 " PVC
5' ADDN'L 10' SEW R
OW DED. EASE.
"X4�
/ ,\? ,
Qlk
334
- 332
330
N
328 v
v \ /�
326
320
324
E
D Ca
�J
322
SURFACE DRAIN
INLET
3'-66
X 0'-8"
OPENING
4" THICK CONC.
OVERFLOW
APRON
15" PVC
OUTLET
VICINITY MAP
MAX.
WATER
8" PVC LOW FLOW PIPE
VOL = 20(45)(3) = 2700 CF PROPOSED
SECTION A -A
318
o
REQUIRED PHASE II DETENTION
DESIGN AREA = 2.92 AC
z�
PREDEVELOPMENT CONDITION PHASE II DEVELOPEMENT COND.
316
4
C=0.60 C=0.65
Q to 10.8 CFS - Q,p= 11.7 CFS
�3
Q25= 12.3 CFS Q25= 13.3 CFS
314
T = 2.67[ 1/2 D + 0.6 (TC) ] = 43 MINS.
M
REQ'D DET. VOL = 1/2 (Qp- Qu)(Te)(60)
m
VOL. = 1/2 (13.3-12.3)(43)(60) = 2580 CF
GAND�c/��/N'�
MEQ oRD.
('C�QUl�'rnMJ^NYf,
10' UTIL.
NOTES
_
EASE.
1 . PHASE it NOT TO BE DEVELOPED UNTIL
PUBLIC SEWER SYSTEM IS INSTALLED.
2. NEW WATER, SEWER, GAS, PHONE, ELECTRIC
SERVICES TO BE PROVIDED TO BUILDING 2 CONCURRENT
WITH DEVELOPEMENT OF PHASE II.
\�
3. PHASE II DRIVES AND PARKING
312
AREAS TO BE 6" BASE AND 1 1/2" HMAC.
4. PHASE I CONSTRUCTION TO INCLUDE STORMWATER
STORMWATER DETENTION FACILITY FOR TOTAL DEVELOPEMENT
\ 310
SOUTH HILL TERRACE ADDITION
308 PHASE II - SITE PLAN
306 PART OF THE NW 1/4 OF THE NW 1/4
304 SECTION 19, T -2-N, R -13-W
ADDN'LROWDEDICATION SCALE: 1''=20' DATE: MARCH, 1994
a
n CIVIL_ DESIGN, INC.
302 L 1001 FAIRPARK BOULEVARD
°PP REVISED: APRIL 18, 1994 LITTLE ROCK, ARKANSAS 72204