HomeMy WebLinkAboutBLD CD Environmental Health Review / / I
/ / / /v
CONCRETE PAD, /
SLOPED TO DIRECT
/ / FLOW 40' BUFFER
KPROPOSED /
30" X 34" CONCRET _ . _/ // LINER
MIL.
LI
CATCH BASI / 6-INCH BERMJED
SLOPE
/ DRA�N`RQCK
EXISTING
8 PROP /
OSED GRADE
PROPOSED 18" ..≥ RENCH /
UNDERGROUND Q� DRAIN _DRAIN ROCK'
CULVERT = /
/ LEANOUT
- -_ _ _ _
. FRENCH DRAIN
6" CLEANOUT /
;
EXISTING / F`SF i"
CULVERTS '
\ = THE EXISTING ROADSIDE DITCH AND CULVERTS, DOWNSLOPE
OF THE PROPOSED CULVERT, SHALL BE FILLED IN.
ASEPTIC TANKS 12.3' \ OADSIDE DITCH AN EARTHEN BERM SHALL BE CONSTRUCTED IMMEDIATLY DOWNSLOPE OF THE
0 o PROPOSED CATCH BASIN.
THE PROPOSED CULVERT AND CATCH BASIN SHALL BE MADE WATER TIGHT.
THE PROPOSED FRENCH DRAIN SHALL BE INSTALLED TO WITHIN 5 FT OF THE PROPERTY LINE.
PROPOSED
2-BEDROOM THE SEPTIC DESIGNER OR DESIGNERS REP. SHALL BE ONSITE AT TIME OF INSTALL.
HOME p
DIRECTIONS: ALPHA SEPTIC SOLUTION, LLC.
FROM SHELTON,EAST ON HWY 3,RIGHT ON AGATE RD,LEFT ON PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242
AGATE RD TO DRIVE ON RIGHT BEFORE LIBBY RD.
AGATE RD CUSTOMER: AGNES SUMALBAG
AGATE RD TP#: PROJECT NUMBER:
32024-50-00004
DRIVE TO SITE- / SITE ADDRESS: XXXX E AGATE RD
SITE J '"-LIBBY RD LEGAL:
THIS IS NOT AN ENGINEERED DRAINAGE PLAN
HD Fowler Company Submittal - HICBI 83650
46
Catch Basins
Type 1
Reinforcing
■ ASTM/WSDOT requirements
■ All components
■ #3 grade 60 reinforcing
Riser Weights y:`'_ !!! Jf
• 2-inch/100 lbs
• 4-inch/200 lbs
• 6-inch/300 lbs
■ 12-inch/600 Ibs
• 24-inch/1200 lbs J -
34
30"
— Precast Base "24"/ `x\20
■ Base unit has four-way knock outs provided for pipe entry / %% ; � /}- 2",4",6'
■ 2150 lbs
---- Conformity standards
■ Washington State APWA/WSDOT Standard Specifications
■ WSDOT B-5.20.-03
34'✓ `•, 30"
Type I Profile View
2"
20 20`\' 0
21"
4„
4 W
Note:drawings not to scale
Shope Concrete,LLC (253)848-1551 1.800.422.7560(TOLL FREE]
1618 East Main Avenue Fax Line 1(253)845-0292
Puyallup,WA 98372-3142 Fax Line 2(253)864-6172 www.shopeconcrete.com