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DRAWINGS.
DO NOT DISTURB FOOTING
BEARING ZONE WHEN
INSTALLING FOOTING DRAIN
SLOPE TO DRAIN
AWAY FROM BUILDING
CONTRACTOR TO PROVIDE
TEMPORARY PROTECTION OF
WASHED RO BACKFILL
PRIOR NE CEMENT OF
FINAL IRERS
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NOTES
1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR
EROSION.
2. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE.
3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD
REMAINS LEVEL.
4. TRENCHES SHOWN ON PLANS SHALL BE FIELD ADJUSTED AROUND EXISTING TREES.
5. TRENCHES MAY BE PLACED NOT CLOSER THAN 50 FEET TO ONE ANOTHER
TYPE I CB PER PLAN
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ARE PRESENT PROVIDE SECTION A -A
LOW —PERMEABILITY UNER
2n (TYR)
COR SEND PLAN 223.00 - DEBRIS BARRIER 3
1932 Fre Ave
Sufte 201
Seattle, WA 98101
F. 206.725.1211
1. 206,973.53
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DISPERSION TRENCH
REVISION
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STAINLESS STEEL BRUS�HED FINISH
W/ DEBRIS EXCAVATION CLEANTOUT OPTION
ROUND IFULET ID 4.625-, OUTLET OD — 5.56-
COVER PLATE OD 7.25"
ROOF DS PERJ[ HEIGHT — 181,
ARCH
PROVIDE (MIN) 24- SQUARE CONCRETE
/rENCASEMENT FROM FACE OF BUILDING TO
2
18" CENTERED ON DOWNSPOUT CLEANOUT
6- CAP W/ HOLE
FOR DOWNSPOUT
6" 90* ELBOI I � / 1 1
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FOUNDATION FOOTING PER REMOVI 6 '_45' BEND
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RING & OVER FOUNDATION POSTING PER
6 . RE" TEE
MODI A STALLOW/WDE FOOTI
MODIFICATIONS ALLOWABLE AS REQUIRED DUE TO
WIDTH OF SPREAD FOOTINGS AND LOCATIONS OF
FOOTING DRAIN
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6"SANITARY TEE -
6 FLOW CONTROL STRUCTURE - RESTRICTOR TENTEs 7
SAMUEL. WALE,
ASSIGNED HoAMPLE. I OLI Is CITY OF
8/27/21 RENTON
12/20/21 WERE:
31 Planning/Building/Public Works Dept.
BY DATE BEER OFFSET
ROOF BE — SEE ARCH
PLANS AND SPECIFICATIONS
PIEDMONT DS ADAPTER, MODEL #SV
STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEAFROUT OPTION
ROUND INTEL ID 4.625". OUTLET OD — 5 56� WERE!
COVER PLATE OD 7.25"
HEIGHT — 18"
NET FILLER (TYR ALL AROUND WHEN
CONCRETE IS PRESENT)
STORM DRAIN CLEANOUT FLUSH W/
FINISHED GRAD
STE CAST IRON COVER FOR PAVED AREAS
CLEANOUT PER COB STID DETAIL 226.00
2.0' MIN—f--H
141
CD
�ADJACENT PAVEMENT OR C)
LANDSCAPE PER PLAN ED
ED
PROVIDE (MIN) 24- SQUARE CONCRETE CEN!
ENCASEMENT FROM FACE OF BUILDING TO
8", CENTERED ON DOWNSPOUT CLEANOUT
61 (1/8)
BEND
TYISICAL
ROOF DOWNSPOUT W/ CLEAN UNT'
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R-419233 STORM C EANOUT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURFACE WATER UTILITY
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NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
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MAR 2022
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RENTON, WA 98059
DRAINAGE DETAILS
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