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Home My WebLink AboutS-290803C Z_ O Z DI M Z EXIST HOUSE FF =417f NW 1/4, I SECT 10, TWN 23 N, RNG 5 E, W.M. z ° Z N U'. FUTURE ROW !� r:l° CENTERLINE o cli I EDGE EXIST GRAVEL ZE ACCESS ROAD, TYP. FUT I URE -- FUTURE I I EXIST 30' INGRESS, I R/W EGRESS EASEMENT I� f PROPOSED FUTURE 35' ROW I SS I ' f `10 I z + 0o T 1 r- I - - - -- SS ( - -- EXIST 15' INGRESS, EGRESS EASEMENT; TL # 1 DF, SS 15, STATION SP18 I>- 2F30_ Q IE OUT -H n} o '! D 111 +00 15' (_ Sa8.26'17° AL48 233 O I 11 +77.61 w 2% r� NE 91-H PL o 5 8" o SSMH 1, TYPE 2, 48" SS ISTA 10 +35.95, 10.00 R NE 9TH PL) z I STA 20 +10.03, 0.58 L (ESMNT) co RIM-417.58 NW 1/4, I SECT 10, TWN 23 N, RNG 5 E, W.M. z ° Z N U'. FUTURE ROW !� r:l° CENTERLINE o cli I EDGE EXIST GRAVEL ZE ACCESS ROAD, TYP. FUT I URE -- FUTURE I I EXIST 30' INGRESS, I R/W EGRESS EASEMENT I� f PROPOSED FUTURE 35' ROW I SS I ' f `10 I z + 0o T 1 r- I - - - -- SS ( - -- EXIST 15' INGRESS, EGRESS EASEMENT; 9 +60 10 +00 10 +40 10 +8C 11 +20 11 +60 12 +00 12 +40 NE 9TH PLACE PROFILE REVISIONS DUNCANSON COMPANY, INC. DATE MARK NATURE MADE R Cit'I L g cring - Sun eying Land Planning JOHN PETERSEN 01 PER CITY OFRENTON COMMENTS HMD 14212 A,nbaum Bouled S[t� Saite 301 748 VASHON PL VC DRAWN: JED DATE: 2/13/01 CHK'D: HMD 0 Seattle, 4166 Phone 206.244. 4141 RENTON, DCI PROJECT N0: 01795 F 206.244.4441 All work done in ccordance witM1 the City of Renton Plans antl Speclfcotions effect on th,i ente shown above, and supplemented by Special Provisions. ("Wp . 07 ®,p® e 0 ;TION FUTURE 1/2 STREET IMPROVEMENTS FUTURE R/W 25' 25 i 5' I 0.5" CONC VERT CURB & i GUTTER, SEE DETAIL i 0.5' THIS SHEET \_CONC SIDEWALK 2" COMPAZ" YID DEPTH 4" VERT DEPTH CL B ASPHALT GRAPHIC SCALE 2 LIFTS REQUIRED 213 0 ro zo ca eo -5 -� 4" ATB GRAVEL BASE CLASS "B" PROP 8" MAY BE REQUIRED DEPENDING ( IN FEET) SANITARY ON SOIL CONDITIONS Horizontal- 1 inch = 20 ft SEWER Vertical 1 inch = 5 ft. 1 FUTURE 9TH PL NE 50' RIGHT -OF -WAY SECTION NOT TO SCALE SIDE SEWER INFORMATION TL # fE IN= 408.89 E, 8" STATION PROPOSED 15' SANITARY SLOPE IE OUT IE END 295 o '! IE OUT= 408.79 S, 8" 19 LF (o SEWER EASEMENT 409.30 AL48 233 MIN.413f 11 +77.61 w 2% = o 5 8" o 409.19 �F co 10.0 STA 12 +38.95, 10.00 R o o FUTURE 1/2 STREET EXIST RiM= 415.08 IE OUT= 409.91 W, S" " II I� a IMPROVEMENTS, TYP. HOUSE FF =415t EXIST o SHED N Ri PROPOSED SIDE SEWER CONNECTION TYP. FINAL I III' I PROPOSED 10' LOCATION TO BE DETERMINED yl SANITARY SEWER BY CONTRACTOR. 1 EASEMENT +I - - 104.32' - - 104.O6' EXIST SHED N88 °24'51 "W - - - - UNION 'AVE NE R/W R/W 30' 30' 430 430 u W a I � w ED of >w I J o ¢z z a _ . . . . . . . . . . . . . . . . 0- 0 z T CU Q CENTERLINE FOR E EXISTING CE R Z 0 a„n Q FUTURE 9TH PL NE, FINAL TO BE DETERMINED ' I /. GRADE WITH PLAT ENGINEERING. ,v1l0+� N OOII .420 420 . o' .- � > / a Q w _ H + J . 410 410 S= 0.0050FT /FT 8." PVC 203 LF _ . . . . . . . . NOTE: SSCO 8 . S 1 TYPE 2 48" ' . RIMr= 417.58 =41705.89 SEWER PIPE LENGTH 'RIM = 415.08 IF OUT= 409.91 ' W, 8" (E 6, 8" IE OUT= 408.79 S, 8" SHOWN IS FROM CENTER OF MANHOLE TO CENTER . OF MANHOLE. 400 _ . _ _ . . . . . 400 9 +60 10 +00 10 +40 10 +8C 11 +20 11 +60 12 +00 12 +40 NE 9TH PLACE PROFILE REVISIONS DUNCANSON COMPANY, INC. DATE MARK NATURE MADE R Cit'I L g cring - Sun eying Land Planning JOHN PETERSEN 01 PER CITY OFRENTON COMMENTS HMD 14212 A,nbaum Bouled S[t� Saite 301 748 VASHON PL VC DRAWN: JED DATE: 2/13/01 CHK'D: HMD 0 Seattle, 4166 Phone 206.244. 4141 RENTON, DCI PROJECT N0: 01795 F 206.244.4441 All work done in ccordance witM1 the City of Renton Plans antl Speclfcotions effect on th,i ente shown above, and supplemented by Special Provisions. ("Wp . 07 ®,p® e 0 ;TION FUTURE 1/2 STREET IMPROVEMENTS FUTURE R/W 25' 25 i 5' I 0.5" CONC VERT CURB & i GUTTER, SEE DETAIL i 0.5' THIS SHEET \_CONC SIDEWALK 2" COMPAZ" YID DEPTH 4" VERT DEPTH CL B ASPHALT GRAPHIC SCALE 2 LIFTS REQUIRED 213 0 ro zo ca eo -5 -� 4" ATB GRAVEL BASE CLASS "B" PROP 8" MAY BE REQUIRED DEPENDING ( IN FEET) SANITARY ON SOIL CONDITIONS Horizontal- 1 inch = 20 ft SEWER Vertical 1 inch = 5 ft. 1 FUTURE 9TH PL NE 50' RIGHT -OF -WAY SECTION NOT TO SCALE SIDE SEWER INFORMATION TL # FIN. FLR. STATION LEN. SLOPE IE OUT IE END 295 EX. 415t 11 +18.89 19 LF 2% 409.30 409.68 233 MIN.413f 11 +77.61 19 LF 2% 409.60 409.98 409.19 1409.67 118 EX. 4171 10 +95.32 24 LF 2% - E 379 EX. 418±111+83 .46 24 LF 2% 409.63 410.11 r NOTE: SIDE SEWER ELEVATIONS DEPEND ON THEIR LOCATION ALONG THE SEWER MAIN LINE. MAINTAIN 2% SIDE SEWER SLOPE FROM SEWER MAIN LINE. F; SANITARY SEWER NOTES & SPECIFICATIONS: 1. All work materials shall be in conformance with the standards and specifications of 11. Backfill shall be placed equally on both sides of the pipe in layers with o loose the City of Renton Utility Department and the latest edition of the WSDOT /APWA average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each Standards and Specifications_ layer to 95 percent of maximum density. These compacted layers must extend for 2- The hours of work in the street right of way shall be limited to 8:30, .4a.m. to one pipe diameter on each side of the pipe or to the side of the trench. Materials 3:30 p.m. on weekdays unless otherwise approved in writing by the i9 to complete the fill over pipe shall be the some as described. Planning /Building /Public Works Department at 235 -2620. All street closures, partial 12. Open cut road crossings for utility trenches on existing traveled roadway shall be or full, shall be approved by the Planning /Building /Public Works Department 72 hours backfilled with crushed rock and mechanically compacted. Cuts into the existing in advance. The Police Department, Fire Department, and 911 shall be notified 24 asphalt shall be neetline cut with saw in a continuous line. A temporary mix patch hours in advance of any work in the right of way. !:t must be placed immediately after backfill and compaction. A permanent hot mix 3. All construction shall be in accordance with "Standard Specifications for Municipal patch shall be placed within 10 days and shall be per City of Renton current standards. Public Works Construction" prepared by Washington State Chapter American Public 13. Datum shall be City of Renton, U.S.C. and G.S. Specifications. e stabilized to the Works Association, latest edition (APWA) and City of Renton Standard Spec 14. All disturbed areas shall be seeded and mulched or otherwise 4. All locations of existing utilities shown are approximate and it shall be the satisfaction of the Department for t'ne prevention of on -site erosion after the contractor's responsibility to verify the true and correct location so as to avoid completion of construction. damage or disturbance. 15. All pipe and a dur ances shall be laid on a properly prepared foundation in 5. A preconstruction conference and a 24 hour notice shall be required prior to accordance with 7- 02.3(1) of the current State of Washington Standard necessary leveling starting new construction. It shall be the contractor's responwill l5e,`ac secure all Specifications for nd Bridge Construction. This shall y g necessary permits prior to starting construction. (Inspection will t5e accomplished by of the trench b'o- the top o f the foundation material as well as placement and a representative of the City of Renton.) It shall be the contractor's responsibility to compaction of ree e edding material to uniform grade so that the entire length notify the Utility Department 24 hours in advance of backfilling all construction. of the pipe will b p orted an a uniformly dense unyielding base. Pipe bedding 6. Contractor is solely responsible for the means, methods and sequences of shall be pea gravel 6dbove and below the pipe. construction and for the safety of workers and others on the construction site. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 7. It shall be the responsibility of the contractor to obtain street use and any other 3034, SDR 35, or ductile iron class 5D_ related permits prior to any construction. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch 8. Plans approved by the City of Renton, Public Works Department, tshall take above finished grade. In paved area, cover must slope in all directions to match precedence over all other plans paving. 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with on as -built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. i RENTON EASEMENT ARCA NOTES: CITY BENCHMARK NO 18 1-1/2" BRASS RASS DISK IN CASED CONCRETE 1. ALL LANDSCAPING SHALL BE PRESERVED OR REPLACED SUCH THAT THE DISTURBED MONUMENT AT THE CONSTRUCTED INTERSECTION OF NE AREA IS RESTORED TO ITS PRE - CONSTRUCTION CONDITION OR BETTER. CONTACT THE -. 8TH COURT AND UNION AVE NE EL EV= HOME OWNERS PRIOR TO CONSTRUCTION. EL411.28 2. THE EXISTING DRIVEWAY SHALL BE RESTORED WITH A MINIMUM OF 1 -1 /2" CRUSHED CAUTION! SURFACE TOP COARSE OVER 2 -1/2" CRUSHED SURFACE BASE COARSE AND COMPACTED TO CITY OF RENTON SPECIFICATIONS. COORDINATE THE CLOSURE WITH UNDERGROUND UTILITIES EXIST IN THE AREA AND THE HOME OWNER OR RESIDENT. UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. 3. BURIED UTILITIES EXIST IN THE AREA (GAS, PHONE, WATER, ETC.). THE.. � � STATE LAW REQUIRES THAT CONTRACTOR CONTACT CONTRACTOR SHALL PRESERVE, PROTECT OR REPLACE ANY UTILITY DAMAGED BY THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST CONSTRUCTION ACTIVITIES. COORDINATE ANY INTERRUPTION IN SERVICE WITH.THC 48 HOURS BEFORE STARTING ANY CONSTRUCTION. i PROPERTY OWNERS OR RESIDENTS AND ALL UTILITY PROVIDERS. - 1- 800 -424 -5555 rx.n PROJECT ADDRESS 9xx UNION AVE NE RENTON PERMIT # U010134 yP�art. SANJARY SEWER VAN CE TENS N '- UNION AVE NE AND 9TH PLACE NE EXPIA�s PLAN, -PROFILE, DETAIL & NOTES smu 02.2oF6 3 X11 I 11 7 3 m �N z o <� 1 o z' N ;X 1 tiryy N o z ®M W