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Home My WebLink AboutzS-3384SetRESTORE EX CURB, . I GIJTfER & SIDEWALK -=I EDGE PAVEMENT i, STONEGATE SS PUMP STATiON STA 11 +00; 39' RT (26th) I 8035400580 "0yp1�, a w1 I 3 C9 1lu�r I m 8035400010 5 E, WM YOIE TALL TRENCH RESTORATION SHALL BE PER [CURRENT CITY OF STREET V TRENCH RESTORATION AND STREET OVERLAY DETAIL OI . �� A•t5�} rat I `SF NE 26th ST 100th 4j � SE 102nd ST � �[` I W 10th W - W Q `0 � I SE RE ISS� QVAH RD AWAY 900 VICINITY MAP NO SCALE LEGAL DESCRIPTION 032305 194 POR OF SE 1/4 OF NE 1/4 BEG 30 FT W & S 01 -25 -22 W 100 FT FR NE COR OF SUBD TH S 89 -57 -14 W 170.05 FT TH S 01 -25 -22 W 84 FT TH S 88 -01 -27 E 170 FT TH N 01 -25 -22 E 90 FT TO BEG LESS C/M RGTS TAX PARCEL NUMBER SAN SEWER MH #1 0323059194 SAN SEWER MH #2 S %4 1014 5' RT STA 13 +10. 5' RT = DATUM RIM= 330.00 � VM j IE =32200 RIM= 352.00 IE= 344.00 I \ l �_f I PLAT OF STONEGATE / t PER PLAT OF STONEGATE: BEARINGS AND DISTANCES ARE ON PLAT DATUM. TO CONVERT TO EX 8" WATER IE- 331.05 Ftt NAD 1983/91 DATUM ADD 14 SECONDS —t — t�[E�— CLOCKWISE TO THE BEARINGS \ _ `x2+00 "'i- -� y --r, = 7— "e= —v =;�_ �v =r v —y f EX 8" WATER .q. — -�, y.— h. IE= 3225',1 _ 258 LF 8' 9 8 . _ - _ -- - -: -_- _ — —� -� _ — — OWNER McDOWELL {�� t is +oo EDGE _VEkENT ' i6 ,� 140Q1 A EA� __ -. -.. _.. _ -.- 1 - ..:,.. 12528 NE 117th STREET. E4 \ i I = 338.93 ( SAWM & S 2 !F 8' PVC ® 6.42% # \ NT — .99 \ _ KIR LAND WA 9803 PH 722 -2932 PAVEM (TYPICAL) \ \ ' 5.47 EDGE PAVEM (425) \ IE 35 \ w ------------ 9iT80\ \ SURVEYOR 7 \ 'SAN S5MER # PLAT OF STONEGATE /SRiB 9 20R �fIN 7 - - - -- 6" SAN SEWER }_ SAN SEWER MH 3 m S 8 0 2.0 %-MIN I ' STA 15 +75. 5' RT BY HORTON DENNIS &ASSOCIATES, INC. o It -323(1 IE= 1.7 \ \ STUB 0 2.0% MIN t\ - - - - -< !B �� - =€t SAN SEWER R1M =369.0 18538 BRITTANY DR SW ' \ IE =339 5 STUB 0 2.0% `ANN IE =361.0 KIRKLAND, WA 98033 \ \ \ \ \ \ `>rs4s_s IE =-a6.0 \ PH (206) 242 -2780 r O In CD 032305 57 \ \ \ 03 3059 -224 03- 230.59258 \ ' °� �� ` _ \ . o \ \ \o STONEGATE SSMH A -2 \ \ \ \ \ s s ati+�4 S5�tT (26th) \ \ \ a4a \ �: o Lo \ ` 19 \• RIM -3 01 \ \ J \ \ 032305\ 94 0323059322 NEW IE= 31,1.90 co, \ 00 s° t } \ NO 5'22 "�, 90.00' e =0323059219 \ T \ \ \ 0�3�92t9 \. \ \ \ \ 0323059233 O Is 30' w 90' SCALE- r - W LEGEND J w J TBR TO BE REMOVED z UP-o- UTILITY POLE w O ® TELEPHONE RISER V FH 3J FIRE HYDRANT cr 0- RECOMMENDED CHECKED FOR COMPLIANCE WM ® WATER METER NOTES CBE] CATCH BASIN RESTORE EX CURB, . I GIJTfER & SIDEWALK -=I EDGE PAVEMENT i, STONEGATE SS PUMP STATiON STA 11 +00; 39' RT (26th) I 8035400580 "0yp1�, a w1 I 3 C9 1lu�r I m 8035400010 5 E, WM YOIE TALL TRENCH RESTORATION SHALL BE PER [CURRENT CITY OF STREET V TRENCH RESTORATION AND STREET OVERLAY DETAIL OI . �� A•t5�} rat I `SF NE 26th ST 100th 4j � SE 102nd ST � �[` I W 10th W - W Q `0 � I SE RE ISS� QVAH RD AWAY 900 VICINITY MAP NO SCALE LEGAL DESCRIPTION 032305 194 POR OF SE 1/4 OF NE 1/4 BEG 30 FT W & S 01 -25 -22 W 100 FT FR NE COR OF SUBD TH S 89 -57 -14 W 170.05 FT TH S 01 -25 -22 W 84 FT TH S 88 -01 -27 E 170 FT TH N 01 -25 -22 E 90 FT TO BEG LESS C/M RGTS TAX PARCEL NUMBER SAN SEWER MH #1 0323059194 SAN SEWER MH #2 S %4 1014 5' RT STA 13 +10. 5' RT = DATUM RIM= 330.00 � VM j IE =32200 RIM= 352.00 IE= 344.00 I \ l �_f I PLAT OF STONEGATE / t PER PLAT OF STONEGATE: BEARINGS AND DISTANCES ARE ON PLAT DATUM. TO CONVERT TO EX 8" WATER IE- 331.05 Ftt NAD 1983/91 DATUM ADD 14 SECONDS —t — t�[E�— CLOCKWISE TO THE BEARINGS \ _ `x2+00 "'i- -� y --r, = 7— "e= —v =;�_ �v =r v —y f EX 8" WATER .q. — -�, y.— h. IE= 3225',1 _ 258 LF 8' 9 8 . _ - _ -- - -: -_- _ — —� -� _ — — OWNER McDOWELL {�� t is +oo EDGE _VEkENT ' i6 ,� 140Q1 A EA� __ -. -.. _.. _ -.- 1 - ..:,.. 12528 NE 117th STREET. E4 \ i I = 338.93 ( SAWM & S 2 !F 8' PVC ® 6.42% # \ NT — .99 \ _ KIR LAND WA 9803 PH 722 -2932 PAVEM (TYPICAL) \ \ ' 5.47 EDGE PAVEM (425) \ IE 35 \ w ------------ 9iT80\ \ SURVEYOR 7 \ 'SAN S5MER # PLAT OF STONEGATE /SRiB 9 20R �fIN 7 - - - -- 6" SAN SEWER }_ SAN SEWER MH 3 m S 8 0 2.0 %-MIN I ' STA 15 +75. 5' RT BY HORTON DENNIS &ASSOCIATES, INC. o It -323(1 IE= 1.7 \ \ STUB 0 2.0% MIN t\ - - - - -< !B �� - =€t SAN SEWER R1M =369.0 18538 BRITTANY DR SW ' \ IE =339 5 STUB 0 2.0% `ANN IE =361.0 KIRKLAND, WA 98033 \ \ \ \ \ \ `>rs4s_s IE =-a6.0 \ PH (206) 242 -2780 r O In CD 032305 57 \ \ \ 03 3059 -224 03- 230.59258 \ ' °� �� ` _ \ . o \ \ \o STONEGATE SSMH A -2 \ \ \ \ \ s s ati+�4 S5�tT (26th) \ \ \ a4a \ �: o Lo \ ` 19 \• RIM -3 01 \ \ J \ \ 032305\ 94 0323059322 NEW IE= 31,1.90 co, \ 00 s° t } \ NO 5'22 "�, 90.00' e =0323059219 \ T \ \ \ 0�3�92t9 \. \ \ \ \ 0323059233 - e AMAM 1111101.1w, -033 QAA CALL BEF01E YOU DIG 1- 800 - 424 -5585 RECOMMENDED CHECKED FOR COMPLIANCE NOTES FOR APPWYAL TO CITY STANDARDS EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S - RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND BY Date UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES B Date ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES ' NOT SHOWN IN THEIR PROPER LOCATION. BY Date P , ! ! ! ' � i MHry $ 1 PER CITY OF RENTON COMMENTS JJP 5 -18 -07 JJP CRONES "a'0 f�° n horz 1" = 30' �• ,� CITY OF 03 -28 -07 �P MCDOWELL SEWER EXTENSION Civ1 Er4rAw i>8 end Corgi 4 e ®� o R E N TO N 7LR Jon J. Plbw4 PE i 19 SE 3M Skied, 1959 `I'SI N)))- I a � DATUM wp Planning/Building/Public Works Dept. 10 148111 AVENUE SE "a Balm^ WA 98006 NO. REVISION BY DATE APPR �+^ 5tl1E . SEWER PLAN r2 (425) �-722g EzaiRES::o /:a /oe 1 CO-.5-'330400 wwwz ±?1 TTT - e G s: W I 2 O W C) Of a U 1, All work materials shall be in conformance with the standards and specification of the City of Renton Utility Deportment and the latest edition of the 1FSDa /AP WA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications far Munuvpcl Public Works Construction' prepared by Washington State Ctkapter A- rsSCOn: Public Works Association. latest edition (APWA) and City of Penton Standard Specifications. 3. All locations of existing utilities shown are approximate and : shah be the contractors responsibility to verify the true and correct location so as to maid dc*roge or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of r..,,r'- st,l ion and for the safety of workers and others on the construction site_ 5. It shall be the responsibility of the contractor to obtain street use and air ctt e_ related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site wheerrer coTemjcLKxr, is it progress. 8. The contractor shall provide the City of Renton with on as -buwt droving of the sanitary sewer system, which has been stamped and signed by a licensed •zsS, .-J engineer or licensed professional surveyor. 9. Backfill shall be place equally on both sides of the pipe in layers vh a Goose average depth of 6 inches, maximum depth of 8 inches, thoroughly, tarmpina to& layer to 95 percent of mcmimum density. There compacted layers must extend for one Poe diameter on each siee of the pipe or to the side of the trench. Materials fa complete the Hi over pipe shali be the same as described. 10. Open cut road crossings for utility trenches an existing troweled roadway shall be backfilled with crushed rock and mechanically compacted Cuts into the existing aspl t, shall be neatline cut with saw in a continuous line_ A temporary crick patch r:umt be placed immediately after bockfill and compaction. A permanent hot mix patch stmt be placed within 10 days and shall be per City of Renton current standards. 11. Datum shall be City of Renton, 1988 NAVD. 12. All disturbed areas shall be seeded and mulched or otherwise stabrL¢ed to the satisfaction of the Department for the prevention of on site erosion after the coraple an of construction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washmgton StarAll Sperdficatiors for Road and Bridge Construction This shall include necessary IeVefmg of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire lenatia of the pipe WE be supported on a uniformly dense, unyielding base. Pipe beddmg shall be pea grovel 6 Inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber goseted ASTU D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 index and nxD imrn 12 inches above finished grade. IN paved area, cover must slope in all directions to match paving_ PROPERTY LIKE j 6 O FUTURE BUILDING SEWER PIPE ineLDIKC SEaCE i 2"x 4'• skg SERVCE TEE WITH 6•• SIDE OUTLET '' MARIaR P� Lei PORTION WHITE ANS STENCIL ON SIDE oWORDING •SEVE WITH 3** 16 BLACK a LETTERS. AND /6 WE AD WRAPPED AROI THHE STUD AND EXiENOW TD TN- TOP OF Tric 5-U`_ —• 6" SIDE SEWER AND BUILDING SEYYER UNLESS OTHERWISE APPROVED BY THE Crv. MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MM WIN STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE. TA PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRBLUE . VITRIFIED CLAY PIPE SHALL BE CUT AND :AVE A NEW TEE SECTIONED IN. 1:3:5 MIX f- 60•• ALLOWABLE MAX_ CONCRETE / — .^..'ST 6R^..e: P__ OR OR BLOCKING DUCTILE IRON PIPE �MIN SLOPE 6" MIN. of HORIZONTAL 6•• SIDE OUTLET TEE SEWER MAIN SEWER IINN CONCRETE BLOCKING ANGLE TYPICAL OF TEE AT MAIN OVER 25 ELEVATION SIDE SEWER ELEVATION NOTF- UNLESS OTHERWISE SHOWN ON PINT. SIDE SEWER SHALL HAVE A MINIMUM 2.5• COVER AT PROPERTY LIKE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS L.OMIER. STANDARD SIDE SEWER INSTALLATION NO SCRE PM MAN ENGINEERING CH JEI1�1t wWo and � 4158 Bebtlttet WA 98006 NE 1/4. SECTION 3, TOWNSFF 23 N. RANGE 5 E, WM a +In i oil z 330 SCALE- horn 1'-W Y 1' -S NOTES EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON_ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 'ER CITY OF RENTON COMMENTS 330; ! i d I � r t AS NOTED �«� ,� „�, � CITY OF R E N TO N Planning /Building /Public Works Dept. � EXISTING GRADE 'UP MMIN i W� 325 \ \ - - 325 ! I I aEC,� jjp rw are .r REVISION BY DATE APPR i I CD.s- 33�9�'L Uj UJI KZ �V 8. E 8" WATER I I War O a 3 ® i a $ 4 I a o 370 315 315 _ ISAN SEWER MH # f i z �STA 10 +05; 42' L (26th) = STA 10 +42: 5' !TIT 1148th) j 310 310 I RIM= 330.00 ± IE= 322.00 26 =(PROIJE, +34. 5' RT 26th ET 1 RIM =3 4.01 I 11 IE =31 NEW I .80 = 311.90 12- wo 355 I i SIAN SFW:R MH #13 355 E EXISTING (SANITARY EAT � a ® STA 15+75; RIM =369. 5' RT 1[ SEW PR i 265 IE =361.0 350 350 I 3�5 1111 i 30 340 340 in I SAN SEWER MH2 N ISTA 13 +1a; 5' RT OC W Z RIM =35200 335 CD I 67"a IE =344-00 5 i P �G $ q� T7kT! I 325 325 320 I 320 ! j SEWER MH 1 16:40, ST 10 +42. 5' RT 315 30 RIL = 330.00 AVER BE 13 12 14 16+00 DATUM PLAT OF STONEGATE PER PLAT OF DISTANCES ARE ONEPLAT•DATUMNGTO CONVERT TO NAD 1983/91 DATUM ADD 14 SECONDS CLOCKWISE TO THE BEARINGS SCALE- horn 1'-W Y 1' -S NOTES EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON_ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 'ER CITY OF RENTON COMMENTS JJP 5 -18 -07 JJP CRONE AS NOTED �«� ,� „�, � CITY OF R E N TO N Planning /Building /Public Works Dept. 'UP MMIN i W� aEC,� jjp rw are .r REVISION BY DATE APPR CD.s- 33�9�'L CALL BE -OW YOU DIG 1- 800 - 424 -5555 RECOMMENDED CHECKED FOR COMPLIANCE FOR APP VAIN TO CITY STANDARDS BY 7 Date BY Date _ BY Date MCDOWELL SEWER EXTENSION 03 -28-07 10M 1481h AVENUE SE N� PROFILE, NOTES and DETAILS swam mod» 0 N [a W