HomeMy WebLinkAboutConstruction Drawings - C8.10 V1= -
0 m
8' ACHD EASMENT R/W 50' PUBLIC RIGHT—OF—WAY R/W 8' ACHD EASEMENT
dL
COLLECTOR ROAD STREET SECTION
2
R/W
2
I 5' SIDEWALK 8' PLANTER
2' FLAT LANDING
BEHIND SIDEWALK, TYP.
3 LOCAL ROAD TYPICAL SECTION
36' TYPICAL STREET SECTION WITH DETACHED SIDEWALK
W. HARRIS ST. & S. OAKBRIAR DR.
60' PUBLIC RIGHT—OF—WAY
16.50'
3" ROLLED CURB AND
GUTTER PER ACHD
SD-702 TYP.
_.. 2 .0%
8" THICK CONCRETE RIBE
CURB (T)
SCALE: NTS 2 COMMON DRIVE TYPICAL SECTION
R[W
16.50' I 8' PLANTER I 5' SIDEWALK I I
2.07 _
3" ASPHALT PAVEMENT- /
4" OF COMPACTED I"
CRUSHED AGGREGATE
BASE COURSE
17" OF COMPACTED 6" MINUS
PIT RUN SUBBASE
COMPACTED SUBGRADE
33' TYPICAL LOCAL STREET SECTION WITH DETACHED SIDEWALK
1�_51.
5" THICK CONCRETE OVER 4"
OF J" AGGREGATE BASE
COURSE PER ACHD SD-709
INLET FROM SAND AND
GREASE TRAP
INLET FROM SAND AND
18" SOLID WALL PVC PIPE
GREASE TRAP
INVERT PER PLAN
INLET FROM DIVERSION
12" SOLID WALL PVC PIPE
MANHOLE
INVERT PER PLAN
0pll2[�
5' LANDSCAPE BUFFER
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CRUSHED AGGREGATE
BASE COURSE
COMMON DRIVE TYPICAL SECTION
NO TREES OR SHRUBS OVER SEEPAGE BED
SEEPAGE BED PROFILE VIEW
18" PERFORATED PVC PIPE
INVERT PER PLAN
12" PERFORATED PVC PIPE
INVERT PER PLAN
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SEEPAGE BED PLAN VIEW
1. SEE TABLE FOR SEEPAGE BED DIMENSIONS
2. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION.
3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED.
4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM
5. EL. IN >= EL. BOTTOM PERFORATIONS IN 12" PERFORATED PIPE.
6. BED WIDTH SHALL REMAIN CONSTANT
SCALE: NTS
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STORM WATER RETENTION SUMMARY TABLE
NAME
LENGTH
(ft)
WIDTH
(ft)
DEPTH
(ft)
TOP OF ROCK
ELEV.
BOTTOM OF
ROCK ELEV.
GROUNDWATER
ELEV.
REQ'D SEPARATION
(3' MIN)
DESIGN INFILTRATION
RATE (IN/HR)
SEEPAGE BED 1
53
10
10
2710.0
2700.0
±2697.0
YES
8.00
SEEPAGE BED 2
48
10
10
2710.2
2700.2
±2696.9
YES
8.00
SEEPAGE BED 3
286
10
10
2711.5
2701.5
±2698.0
YES
8.00
SEEPAGE BED 4
232
10
10
2712.9
2702.9
±2698.9
YES
8.00
SCALE: NTS 4 SEEPAGE BED DETAIL
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8670
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SHEET
C8.10
SCALE: NTS