HomeMy WebLinkAboutPermit D05-304 - DOAK HOMES1
DATE: 04/14/2005
700F DOWNSPOUT
VERFLOW
TYPE 1 CATCH BASIN
WITH STANDARD GRATE
INSTALL 24' — 44 REBAR
AT CENTER OF DRYWELL
FOR FUTURE LOCATION
SIMULDBMNArlrt-IIQIES
1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS SHALL BE COLLECT A TYPE 1
AND ROUTED TO THE DRYWELL.
2. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO
REDUCE CUTS/FILLS AND/OR MAINTAIN 1% MIN/5% MAX SLOPES FOR DRIVEWAY, DRAINAGE TO
CATCH BASINS.
3. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION.
4. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034-SDR35. .
GRAPHIC S C ALE
REVISED: 05/26/2006
ADDED EXIST1NG
GARAGE ON LOT 15/16
CLEARING LIMIT IS THE
PROPERTY LINE
ELEVATION DATUM:
CITY OF TUKWILA SEWER AS -BUILT
BENCH MARK: Tt
RIM SSMH 1334-4A A
RIM ELEV.=111.62
4' PVC
ELBOW
4' -4' LEACH BED TUBING
ON LEVEL GRADE
1/4' MESH SCREEN
ON PIPE INLET
FILTER FABRIC UNER
ON SIDES AND TOP
OF DRY WELL
12' MIN. A
TABLE OR
ROVE SEASONAL WATER
RESTRICTIVE LAYER
NOT TO SCALE
NEW BUILDING WILL BE
SLAB ON GRADE
2C-0" -
PROPOSED
RESIDENCE
F.F. 113.24
1 -4' PVC WYE
45'ELL
1 -4" CLEAN -OUT
IE: 107.09
ABANDON EXIST. SEPTIC TANK;
PUMP -OUT TANK BY UCENISED
SEPTIC PUMPER,
BREAK UD & FLOOR AND
BACKFILL IMTH NATIVE SOIL
1--4" PVC WYE
1--4" 45'ELL
1 -4" CLEAN -OUT
IE: 10&50±
4" PVC
CLEAN -OUT
1E: 106.99
LANDSCAPE BLOCK RETAINING WALL
85 LB. KEYSTONE BLOCK OR EQUAL
48" MAX. HEIGHT WITH 12" MIN.
SETBACK TO PROPERTY UNE
EXISTING
RESIDENCE
F.F. 111.50
PROPOSED
GARAGE
iF. F. 113.04
/ 2" COMPACTED DEPTH
(1"/ CLASS "B" ASPHALT CONCRETE
SUBGRADE COMPACTED TO 95X
MAX. DENSITY
4" MIN. COMPACTED DEPTH*
ASPHALT TREATED BASE --
OR EQUAL
* NOTE: MATCH APRON SUBGRADE WITH
SUBGRADE OF CITY STREET
NEW NATURAL GAS
SERVICE UNE
10'x12'x4'DEEP DRYWELL
NOT TO SCALE
4 "PVC PERF. PIPE
TYPE 1 CB #2
STD. GRATE: 112.51
IE(4 "E. ):110.84
IE(4 "N. ): 110.84
IE(4 "W.): 111.09
SECTION q
NOT TO SCALE
MAINTAIN 0.50% MIN. SLOPE
ALONG EXISTING OPEN DITCH
PRIVATE
SEWER
EASEMENT
EXIST. OIL TANK
TO BE ABANDONED
6" PVC
6" PVC
6" PVC
E: 106.1
EXISTING 12" CONC. STORM DRAIN
IE(12 "): 110.10
OH
OH OH OH____
1j EXISTING SIDE SEWER INSTALL NEW MAIL BOX STRUCTURE PER
Cs1 (NI
E(88): 105.53 TUKWILA STANDARD DRAWING NO. RS-6,
IE(6 .105.79 NEXT TO EXISTING MAIL BOX
LOT LOT 13
AREA 3000 SQ. FT.
ROOF AREA 1499 SQ. FT.
DRIVE & WALK AREA 458 SQ.FT.
TOTAL IMPERVIOUS AREA 1957 SQ.FT.
TAX LOT NO. 0179000966
--SS SS
EXIST. 15' -12" CP .
S =2.00% 0 EXISTING 8" DI WATER MAIN
TO BE REMOVED
EXISTING ASPHALT SURFACE
-G-
G
INSTALL 3/4" WATER SERVICE
CONNECTION PER CITY OF
TUKWILA STANDARDS
(BORE PIPE UNDER ROAD)
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•
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CUT & PATCH ASPHALT PER
CITY OF TUKWILA STANDARDS
(APPROX. 20 SQ. FT.) j
111111LIMODLIML%
1. INSTALL A CLEAN --OUT WHERE THE SIDE SEWER ATTACHED TO THE HOUSE
2. SANITARY SEWER CLEAN =OUTS SHALL BE EXTENDED TO FINAL GRADE PER
CONSTRUCTION STANDARDS DWG. SS -2.
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AELS PROJECT NUMBER
05008
PLUMBIN
TUKWILA
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CITY OF TUtsvfKWILA
AU6 1 ` 2085
PERMIT CENTER