HomeMy WebLinkAboutConstruction Drawings - C8.10 V1APPROVED
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8' ACHD EASMENT RM
50' PUBLIC RIGHT-OF-WAY
Rnv 8' ACHD EASEMENT
C/L
5' SIDEWALK 8' PLANTER
18, 18,
8' PLANTER I 5' SIDEWALK
5' LANDSCAPE
BUFFER
20.00'
1.0'
1.0'
6" STANDARD CURB
12" TYP.
AND GUTTER PER ACHD
SD-701 TYP.
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2' FLAT LANDING
— _ —_ —_ _ _ _ L' L'
L'
5" THICK CONCRETE OVER 4"
-III
8" THICK CONCRETE RIBBON
III I I IIIIII—�
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BEHIND SIDEWALK, TYP.
— —
—
— — —
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OF J" AGGREGATE BASE
CURB (TYP.)
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COURSE PER ACHD SD-709
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2 ASPHALT PAVEMENT
3" ASPHALT PAVEMENT
4" OF COMPACTED"
CRU� EDOMPACTED AGGREGATE
CRUSHED AGGREGATE
BASE COURSE
BASE COURSE
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17" OF COMPACTED 6" MINUS
PIT RUN SUBBASE
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COMPACTED SUBGRADE
COMMON DRIVE TYPICAL SECTION
36' TYPICAL STREET SECTION WITH DETACHED SIDEWALK
W. HARRIS ST. & S. OAKBRIAR DR.
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COLLECTOR ROAD STREET SECTION SCALE: NTS
2 COMMON DRIVE TYPICAL SECTION SCALE: NTS
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NO TREES OR SHRUBS OVER SEEPAGE BED
NATIVE BACKFILL OR
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STRUCTURAL PAVEMENT SECTION
PLACED AND COMPACTED PER
GEOTECHNICAL REPORT
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INLET FROM SAND AND SOLID WALL PVC PIPE
PERFORATED PVC PIPE
GREASE TRAP INVERT PER PLAN
INVERT PER PLAN
3
5' MIN.
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OBSERVATION WELL
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3" WASHED DRAIN ROCK
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PUBLIC RIGHT-OF-WAY
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I 5' SIDEWALK 8' PLANTER
16.50' 16.50'
8' PLANTER 5' SIDEWALK I
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INLET M AN A 1
ND 8 PVC PIPE
ERFORATED PVC PIPE
18 INVERT
BEHIND SIDEWALK, TYP.
—
I III III I I 1IIIIIIIII—III
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OF J" AGGREGATE BASE
GREASE TRAP INVERTSOLID PERPLANALL
PER PLAN
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COURSE PER ACHD SD-709
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3" ASPHALT PAVEMENT
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4" OF COMPACTED"
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CRUSHED AGGREGATE
INLET FROM DIVERSION 12" SOLID WALL PVC PIPE
12" PERFORATED PVC PIPE
BASE COURSE
MANHOLE INVERT PER PLAN
INVERT PER PLAN
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17" OF COMPACTED 6" MINUS
OBSERVATION WELL
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PIT RUN SUBBASE
5,
SEEPAGE BED AREA
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10' MIN.
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33' TYPICAL LOCAL STREET SECTION WITH DETACHED SIDEWALK
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1. SEE TABLE FOR SEEPAGE BED DIMENSIONS
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2. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER
IS ENCOUNTERED ABOVE MAX HSGW ELEVATION.
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3. ALL VAULTS, MANHOLES, &SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED.
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4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM
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5. EL. IN >= EL. BOTTOM PERFORATIONS IN 12" PERFORATED PIPE.
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6. BED WIDTH SHALL REMAIN CONSTANT
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
(S 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
1 2712.9
2702.9
±2698.9
YES
8.00
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C8.10
3 LOCAL ROAD TYPICAL SECTION SCALE: NTS 4 SEEPAGE BED DETAIL SCALE: NTS