HomeMy WebLinkAboutSWG2021-00562 - SWG Application / Design 3c1 1 - bo-
HD Fowler Company Submittal - HICB1 83650 20a� eC55�oa
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46
Catch Basins
Type 1
Reinforcing
■ ASTM/WSDOT requirements
• All components
• #3 grade 60 reinforcing
1111 �
Riser Weights ij, )
■ 2-inch/100 Ibs `\�•. ��
• \.... /i'
4-inch/200 lbs
• 6-inch/300 Ibs
• 12-inch/600 Ibs
• 24-Inch/1200 Ibs
Precast Base 3a
-- --
• Base unit has four-way knock outs provided for pipe entry < ��/�' - 2",4"'6
■ 2150 lbs y �1
Conformity Standards '`
■ Washington State APWA/WSDOT Standard Specifications
■ WSDOT B-5.20.-03
30"
24"� �� 20'
?/` 12"or
J ) 24„
Type I Profile View
2"
V ______ -
3 - — - 34"' ' n 30"
20
20"
\ i 44"
l` Il 21„ i
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,shapeconcrete.com
/.
/ /
/ / / // . .
� CONCRETE PAD, /
SLOPED TO DIRECT
/ / FLOW ./ / 40 BUFFER
KPROPOSED
30 MIL.
30" X 34" CONCRET . , _/ ,/ LINER
CATCH BASI / 6-INCH BERM SLOPE
4„ QRAIN ROCK
18' PR EXISTING
OPOSED / GRADE
PROPOSED 18" ST / RENCH i
UNDERGROUND Q� DRAIN // 2, :DRAINROCK'
CULVERT i
i LEANOUT 4°SLOTTED PIPE
i I- 2 -I
FRENCH DRAIN
6" CLEANOUT
EXISTING /
CULVERTS /' i
/ THE EXISTING ROADSIDE DITCH AND CULVERTS, DOWNSLOPE
OF THE PROPOSED CULVERT, SHALL BE FILLED IN.
/SEPTIC TANKS 12.3' \ -ROADSIDE DITCH AN EARTHEN BERM SHALL BE CONSTRUCTED IMMEDIATLY DOWNSLOPE OF THE
0° ° -\ :/ 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.
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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
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SITE ADDRESS:
XXXX E AGATE RD
LIBBY RD LEGAL:
THIS IS NOT AN ENGINEERED DRAINAGE PLAN