HomeMy WebLinkAboutX2016-3766 - Soils (4)I
m
# 4 BARS TOP
AND BOTTOM
TRENCH DRAIN PER LANDSCAPE
ARCHITECT'S DETAILS.
6" MIN. WIDTH PEDESTRIAN SAFE
FRAME AND GRATE. EAST JORDAN
IRON WORKS OR EQUAL.
24"
0
— CRUSHED ROCK WITH FILTER
CLOTH
0
NOTES:
1. DIG 24" WIDE BY 18" DEEP TRENCH.
2. PLACE FILTER CLOTH IN TRENCH EXTENDING 12" VERTICAL ON EACH SIDE.
3. FILL BOTTOM 8" OF THE TRENCH WITH CRUSHED ROCK.
4. FORM AND POUR CONCRETE PERIMETER CONCRETE CURB.
3. FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF TRENCH.
-GRAVEL
!,IIINOT TO SCALE
4" PIPE TO BE PERFORATED
THROUGH PIT ONLY
18" DEEP GRAVEL FILLED
PERCOLATION PIT.
LENGTH PER PLAN
STORM DRAIN
OUTLET
T" 0,
PROPOSES
NO. 1 PEF
HEREON ('
N 33' 38'
E 117' 52'
VICINITY AP: Ll
NOT TO SCALE
10 EXISTING ELEVATION
PROPERTY LINE / R/W
m �k' CENTER LINE
> ¢ m Q 22n UPPER
_ -p5� o NENPORT J�F PROJECT RD ROOF DRAIN
19TH ST. G PSP Sp BAY, '- LOCATION AC AIR CONDITIONER
CONCRETE PAVEMENT
TREE
WALL
CL
O} DIRECTION OF FLOW
SAF ` o ApR
BONITAROAp DRAINAGE MANAGEMENT AREA LIMITS
WATER
LANDSCAPING
N0.44931
EXPIRF-S, 3-31-20
AREA SUMMARY
ID
TOTAL AREA
(SQ. FT.)
IMPERVIOUS
AREA
(SQ. FT.)
LANDSCAPE
(SQ. FT.)
POOL
(SQ. FT.)
PROVIDED
DESIGN CAPTURE
VOLUME
REQUIRED
DESIGN CAPTURE
VOLUME
TREATMENT
PROVIDED BY
DMA 1
4,343
3,650
643
50
31 L.F.
27.38
INFILTRATION
DMA2
3,2.36
2,383
853
-
24 L.F.
17.87
INFILTRATION
DMA 3
39
0
39
-
0
2.05
SELF RETAINING
DMA4
621
538
83
-
16 L.F.
4.04
INFILTRATION
DMA 5
109
109
0
-
3
0.82
DMA6
1551
208
1,343
-
3
1.56
SELF RETAINING
0 4 8 16 24
SCALE IN FEET
SCALE: T' = 8'
1R -19R 19RWOMPFX nwr
T,
a
rn
0