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GRAPHIC SCALE
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( IN FEED )
1 inch = 20 ft.
IE 16.21
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AUTOM TIVE RA�P IR
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SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
100 LF SILT FENCE
KEYED NOTES
21.16 1❑ CB TYPE 1 w/ INVERTED TEE
16 LF 6" DI ® 2.00%
CA
0 32 LF 6" DI ® 2.007
0
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�4 VERIFY LOCATION AND INVERTS OF
CB & SEWER PRIOR TO CONSTRUC
NOTIFY ENGINEER OF CONFLICTS
3
— ❑5 22 LF 6" PVC ® 2% MIN
FABRIC MATERIAL 60' WIDE POLLS.
USE STAPLES OR WIRE RINGS TO ATTATCH
FABRIC TO WIRE.
/FILTER
2' BY 2• 14 GA. WIRE
FABRIC DR EQUIV.
SURVEYOR
SITE DEVELOPMENT SERVICES
C & C SURVEYING
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—BURY BOTTOM OF FABRIC
�• MATERIAL IN 8' BY 12' TRENCH
_____ _____________IF___
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FILTER FABRIC MATERIAL
2' BY 2' BY 14 GA. WIRE
FABRIC OF EQUIV.
2 0•
PROVIDE 3/4' - 1.51 s• -o•
WASHED GRAVEL BACKFILL Ir
IN TRENCH AND ON BOTH SIDES
OF FILTER FENCE FABRIC ON -D• NIN
THE SURFACE.
2' BY 4' WOOD POST
ALTS STEEL FENCE POSTS.
BRUSH BARRIER
NO SCALE
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2-
To retain sediment from very snail disturbed
areas by construction of a temporary barrier
made from esidue naterials available from
clearing and grubbing the site.
Conditions Where Practice Applies
Below disturbed areas subject to sheet and rill
erosion, where enough residue material Is
available For construction of such a barrier.
Note. does not replace the need for a sediment
trap or pond.
Design Criteria /Specifications
o See Figure 5.4.4G For detail.
o Minimum height = 3 feet,
•Imum heigght • 5 feet,
o Mlmmum width = 5 feet at its base,
mowlmum width = 15 Feet.
o A Filter fence anchored over the
brush berm may be required by
BALD to enhance the filtration
ability of the barrler,
SILT (FENCE DETAIL
NOT TO SCALE
GENERAL (VOTES
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE
STANDARDS AND REQUIREMENTS OF WSDOT INCLUDING THE
STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION OF
THE STATE OF WASHINGTON AND THE 1998 STANDARDS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION FOR THE STATE
OF WASHINGTON.
2. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION
FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER,
ENGINEER AND APPROPRIATE PUBLIC AGENCIES.
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION ACTIVITY.
5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE
BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFOR BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY
OF THE UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED
BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR
SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE
(1 -800- 424 -5555) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE
ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT
EXISTS.
6. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS SPECIFIED
OTHERWISE.
7. STORM DRAIN PIPE SHALL BE ANY OF THE FOLLOWING TYPES
UNLESS SPECIFIED OTHERWISE. ALL PIPE SPECIFICATIONS SHALL
COMPLY WITH SECTION 9 -05 OF THE WSDOT /APWA SPECIFICATIONS.
A: UNREINFORCED CONCRETE (RC)
B: DUCTILE IRON CLASS 52
C: SMOOTH INTERIOR, DOUBLE WALL CORRUGATED POLYETHYLENE
8. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D3034 SDR35.
9. ALL RELEVANT NOTES AND STANDARD DETAILS IN THE CITY OF
RENTON DRAFTING STANDARDS SHALL APPLY TO THIS CONTRACT.
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EXISTING DR0.ND
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L Use 4' to 8' quarry spoils or crushed rock for surfacing as shown.
Material with 'Fines' is not acceptable.
2. The 100' mininum length shall be lengthened as necessary to insure
EXISTING aR"D moteriol is not tracked into the public right -of -way.
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- E%ECPT MAY BE ME' to So MIN.
SITES LESS iNRN i ACRE
D' SOIL.-
Q EXPOSED SDIL.-
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Is' MIN.
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EXISTING DRIVEWAY
RAMP OR SITE ACCESS
ROAD
mm-IL L #116
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NOT TO SCALE
W.5
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SW 7th St 63 th S
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SW 10th St SW Grady Wa
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,am WDY � v W 13 S1
105 s 515
6W th St. SW 1611, St S 15th St € O`
P OJECT
SITE
�snmst "
= o S 16th
SW 19th St W 167 19th St
VICINITY MAP
NOT TO SCALE
DATUM
VERTICAL DATUM — CITY OF RENTON, GPS #1922, BRASS DISK
ON W SW AT N END OF LIND AVE SW BRIDGE OVER 1 -405.
ELEV = 60.53 (15.400 METERS)
SITE BENCH MARK — SET BRIDGE SPIKE IN NORTH FACE OF
POWER POLE ON SOUTH SIDE OF SW 12th ST, 50f' WEST OF
NORTWEST CORNER OF SITE. ELEV = 20.45 (6.23 METERS)
LEGAL DESCRIPTION
LOTS 6 AND 7, BLOCK 29, C.D. HILLMAN'S EARLINGTON
GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF
PLATS, PAGE 74, IN KING COUNTY, WASHINGTON.
APPLICANT
ELVIS GELVEZON
ENGINEER
SURVEYOR
SITE DEVELOPMENT SERVICES
C & C SURVEYING
310 208th ST SE
7339 40th AVE NE
BOTHELL, WA 98012
SEATTLE WA 98115
(425) 481 -9687
(206) 523 -1654
IMPERVIOUS AREA
4,790 SF (0.11 ACRE)
c A n'rUwnn1e
FILL: 160 CY
CUT: 90 CY
QUANTITIES ARE APPROXIMATE, CONTRACTOR SHALL PERFORM
ALL EARTHWORK AS REQUIRED TO BRING SITE TO FINISHED
GRADES AS SHOWN.
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RECOMnaPnmED
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EXPIRES 51141 -WO(
Revised per Ci comment
REVISED PER CITY COMMENT
REVISION I BY
02b, oe- .2 798x/
SDS
SITE DEVELOPMENT SERVICES
310 208TH ST SE
BOTHELL, WA 98012
(206) 481 -9687
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GELVEZON AUTOMOTIVE REPAIR
STORM DRAINAGE PLAN
DESIGNED: HMM DATE: 8/10/98 FILE NO:
DRAWN: HMM
nu rrrvrn. nM SCALE: 1" = 20' FIELD BOOK: PAGE:
PPS DATE i DIRECTOR OF PUBLIC WORKS I SHEET__!__OF_!__
SCANNED )ICT - B 1999
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