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HomeMy WebLinkAboutS-279801N I a x a i m 0 u Z 3 k N Z a 0 Z ur 0 0 0 GRAPHIC SCALE 2a a a DO ( IN FEED ) 1 inch = 20 ft. IE 16.21 it 9 -•-A' / ®• _ °soovii •� z t P OPOSED AUTOM TIVE RA�P IR t � ST UCTURE 21'.18 T ` X TING HDu o I2 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 0 �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 I i I T I II I II II I s• -o• II _ II_ ___ _____ e• -s' II 11 �I - —BURY BOTTOM OF FABRIC �• MATERIAL IN 8' BY 12' TRENCH _____ _____________IF___ II b• Nnx 'I �I 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 r#0 -*O 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. W z w R /V� bR Q I �w �o �w EXISTING DR0.ND w op iz o 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. ar nx - E%ECPT MAY BE ME' to So MIN. SITES LESS iNRN i ACRE D' SOIL.- Q EXPOSED SDIL.- x . tY MIN Is' MIN. L a rc EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD mm-IL L #116 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE W.5 6h S V o� SW 7th St 63 th S y ap5 SW 10th St SW Grady Wa q S R ton till a PI ,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. iliq 11 r, RECOMnaPnmED FOR L B'I �y BN BY_ -- .- -- - / G DOU,QBn� 9�• Ep151 Z 1 ifs /0NA L 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 /