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Home My WebLink AboutzS-3348SetLEGEND *<219 EXISTING TREE 0 10' 20' 40' 60' SCALE: 1' - 20' is o NE 9th SIREET S. LINE OF NW 1/4, SW 1/4, ; NE 1/4 OF SEC i0, T 23 N, R 5 E I I i m SAN SEWER MH TOP= 476.97 IE= 470.02 (S) � FIRE E= 469.92 (N) ;. a I - HYD + 4) L N R T. D5'y301:„ 0 LU W Zo w �I. +�� I Z w HATER I -� ri � PCIAL�wo Z 4 SF ENCES -� - -- - --1 -- - a o I j NI IC, I Q C a^ 4SEMENr_ I `(8 +J{ ESS. I I �. ' I 'T _ N I SAN SEWER M RI = - -- J 15' SAN t z Z W�RE FENCE S 8'19'OI;S� <bA � J r--- T ElgVC 60.00 5.05' o LLI i 2. % MIN (TYPICAL) - - - -- 0 a I L---- - --LOTI I ,400 =4SIE 67•? I °f ; SHED ,BECK; �. I r. ' F =472.0 I MFF =471. 1.0 I I I I *I - -- - - - - -- ------- IE =466.1 60. 0' F - -- I 588'19'04 "E 135.n5' NEW 3/4'' I_d I METER I STA 12 +85 o LOT o Lt 6.7 5,400 S o MFF =472.0 i rn _____ MEE IF _ _____ SAN SEWER MH I I I' HOUSE 4' WATER TOP= 475.33 IN L - I I rr'L� i IEGRES in � - - - - -- _ UTIL , YE CRS'- I , r i m O Q 3 0 o / f is o NE 9th SIREET S. LINE OF NW 1/4, SW 1/4, ; NE 1/4 OF SEC i0, T 23 N, R 5 E I I i m SAN SEWER MH TOP= 476.97 IE= 470.02 (S) � FIRE E= 469.92 (N) ;. a I - HYD + 4) L N R T. D5'y301:„ 0 LU W Zo w �I. +�� I Z w HATER I -� ri � PCIAL�wo Z 4 SF ENCES -� - -- - --1 -- - a o I j NI IC, I Q C a^ 4SEMENr_ I `(8 +J{ ESS. I I �. ' I 'T _ N I SAN SEWER M RI = - -- J 15' SAN t q�78. `_ - - -_WATER SEWE r--- T ElgVC tiARDEN - �__'- - - " S NSIDE SEWER I i 2. % MIN (TYPICAL) NEW IE= 464.66 (W) SEE LOT)2�-I I L---- - --LOTI I ,400 =4SIE 67•? I °f I 6,754.5 F =472.0 I MFF =471. 1.0 I I I I I I II I ----- - - - - -- I I L - - - - - - - - - - - - - - j I I IE =466.1 60. 0' 715,05' WOODFENCE 588'19'04 "E 135.n5' 4L T02305-9003 5 °90000 3 PITTMAN ENGINEERING Civil Engineering and Consulting John J. PltbneA P.E. 12819 SE 3881 street, #159 Bellewe, WA 98006 IRELA-ND SHORT PLAT E 1/2 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. STA 13 +87 PLAN ASPEN WOODS SAN. SEWER MH = STA T3 +82 - PLAT OF ASPEN WOODS (SHT S- 325506) TOP = 476.65 IE= 464.66 (N,S) IE =464.56 (E) ASPEN WOODS / I FOUND MONUMENT IN CASE / I 4X4 CONC W/1.5" BRASS DISK W /PUNCH, 1.5' DOWN 9 1� -- 58820'03 "E 3272.04' -_ -- 1,-,-- _-- N88'20'02 "W 1987.04' 10 11 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS EXPIRES: 10/14/08 I NO. I REVISION I BY I DATE I APP SANITARY SEWER NOTES AND SPECIFICATIONS 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction 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 any other 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 whenever construction is in progress. 8. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be place equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall 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 stabilized to the satisfaction of the Department for the prevention of on site erosion after the completion 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 Washington Standard Specifications for Road and. Bridge Construction This shall include necessary leveling.. 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 length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. IN paved area, cover must slope in all directions to match paving. PROPERTY LINE ;., vr;o FUTURE 6" BUILDING SEWER PIPE BUILDING SEW P 45 w \ � `2 "z 4" STUD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LEITERS. AND Q6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER. MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING \� ,z5 PaGT,EevOGK M oNCR 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY .LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL BASIS OF BEARINGS N 00'02'42" E BETWEEN THE MONUMENTS FOUND AT THE EAST QUARTER AND THE NORTHEAST SECTION CORNER.OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DATUM NAVD88 PER CITY OF RENTON BENCHMARK CITY OF RENTON POINT NO.1907, CHISELED SQUARE IN SE CORNER CONCRETE MAILBOX BASE, WEST SIDE' 142ND AVE SE, OPPOSITE HOUSE NO. 12014 ELEV = 472.66 FEET. STANDARD SIDE SEWER INSTALLATION CALL BEFORE YOU DO 1-800-424,5555 - No SCALE RECOMMENDED CHECKED FOR COMPLIANCE NOTE: FOR AP OVAL TO CITY STANDARDS gall EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S Date of 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 BY Date ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES Date NOT SHOWN IN THEIR PROPER LOCATION. BY BAIMA HOLMBERG 1 ° = 20' xoN¢oN1 NID 91991 +i >b 07/28/06 JJP so CITY OF IRELAND SHORT .PLAT °^^ TLR RENTON 811 HOOUTAM AVENUE NE aaam DATUM JdP AT Hill i Z. I Planning /Building /Public Works Dept. SANITARY SEWER PLAN ONE INCH R s< NNE. 4 4 CD %5- 3ykk0ol WANNY �; lllM 8 2�Clf isi= V 1 \ STA 0 +90.03 -- CENTER 142nd AVE -NE _ .CENTER INGRESS, EGRESS AND UTILITY EASEMENT I +� N NEW IE= 464.66 (W) v1 w a a I¢ a IT II I_d I pry OTi of STA 12 +85 PLAT OF ASPEN WOODS SAN SEWER MH TOP= 475.33 IE= 465.38 (S) IE= 465.28 (N) in 4L 10230��9�4C� 3 m / f / I FOUND MONUMENT IN CASE / I 4X4 CONC W/1.5" BRASS DISK W /PUNCH, 1.5' DOWN 9 1� -- 58820'03 "E 3272.04' -_ -- 1,-,-- _-- N88'20'02 "W 1987.04' 10 11 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS EXPIRES: 10/14/08 I NO. I REVISION I BY I DATE I APP SANITARY SEWER NOTES AND SPECIFICATIONS 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction 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 any other 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 whenever construction is in progress. 8. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be place equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall 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 stabilized to the satisfaction of the Department for the prevention of on site erosion after the completion 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 Washington Standard Specifications for Road and. Bridge Construction This shall include necessary leveling.. 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 length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. IN paved area, cover must slope in all directions to match paving. PROPERTY LINE ;., vr;o FUTURE 6" BUILDING SEWER PIPE BUILDING SEW P 45 w \ � `2 "z 4" STUD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LEITERS. AND Q6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER. MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING \� ,z5 PaGT,EevOGK M oNCR 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY .LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL BASIS OF BEARINGS N 00'02'42" E BETWEEN THE MONUMENTS FOUND AT THE EAST QUARTER AND THE NORTHEAST SECTION CORNER.OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DATUM NAVD88 PER CITY OF RENTON BENCHMARK CITY OF RENTON POINT NO.1907, CHISELED SQUARE IN SE CORNER CONCRETE MAILBOX BASE, WEST SIDE' 142ND AVE SE, OPPOSITE HOUSE NO. 12014 ELEV = 472.66 FEET. STANDARD SIDE SEWER INSTALLATION CALL BEFORE YOU DO 1-800-424,5555 - No SCALE RECOMMENDED CHECKED FOR COMPLIANCE NOTE: FOR AP OVAL TO CITY STANDARDS gall EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S Date of 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 BY Date ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES Date NOT SHOWN IN THEIR PROPER LOCATION. BY BAIMA HOLMBERG 1 ° = 20' xoN¢oN1 NID 91991 +i >b 07/28/06 JJP so CITY OF IRELAND SHORT .PLAT °^^ TLR RENTON 811 HOOUTAM AVENUE NE aaam DATUM JdP AT Hill i Z. I Planning /Building /Public Works Dept. SANITARY SEWER PLAN ONE INCH R s< NNE. 4 4 CD %5- 3ykk0ol WANNY �; lllM 8 2�Clf isi= V 1 LEGEND EXISTING TREE 0 10' 20' 40' Imo' SCALE: I' = 20' `u L 902905 °0293 W 4. a Z Z W RE F- CE U 1 W LLI -� cc n 1 60.00 CL -4700-2 \S) SAN SEWER MH = - FIRE STA 134-82 - PLAT IE =469 92 (N) (------- - - - - -- I o� ! o HYD I LOT1 I 6,754.5 SF . I Q I TOP= 476:65 LOT 3 75.05 / ))) n 5,406, SF MFF =4i\ 0 IE= 464.56 (E) - - - - -J o Q 5' 75.05' S88"19'04'E 135.05' rn SAt /SEV Z al I .FA< ! P 1 r SAN SEWER MH - LU G� r I TOP= 477.27 IE= 464.90 - (E) cT 'A ! N SANG - - SE'+V R MI �! o TOP= 477/.93 ? b [E=466.33 3 8" 03 °n IE= 466.48 6" IE= 466.43 6_ m �I TL �C z f w it 3 LOT 2 ><; `5,400 SF I IRELAND SHORT PLAT NE 9th STREET -%, E 1/2 OF SECTION 10, TOWNSHIP 23 NORTH, RANG 5 EAST W.M. SANITARY SEWER NOTES AND SPECIFICATIONS S. LINE OF NIN 1/4, SW 1/4, / NE 1/4 OF SEC 10, T 23 N, R 5 E' I' - 1. All work materials shall be in conformance with the .standards and specification of the City of Renton Utility Department and the latest edition NEW 3/4" WATER I ii + Q fE= 465.00 (W -SW) �� METER (TYPCIAL) LOT 4 6.754.5 SF i m i MFF =471.0 r L I - -rr A4ATE� ydS ENT- 6 ' INGRESS, I (EGRESS AND I I UTILITY EASEMENTS (NW)-- - I SAN SEWER MH TOP= 476.97 -� cc n 1 - - �30y -4700-2 \S) SAN SEWER MH = - FIRE STA 134-82 - PLAT IE =469 92 (N) (------- - - - - -- I o� ! o HYD I LOT1 I 6,754.5 SF . I Q W W 0 Z w TOP= 476:65 1 75.05 / iE= 464.66 (N,S) 30 (SEE DETAIL) IE= 464.56 (E) - - - - -J ill I n 03 NEW IE=464.-6& (W) 464.54 75.05' S88"19'04'E 135.05' OOD CM 8 ASPENM900D T IrL 102305-9003 Z al SAN SEWER MH LU I TOP= 477.27 IE= 464.90 - (E) NEW 3/4" WATER I ii + Q fE= 465.00 (W -SW) �� METER (TYPCIAL) LOT 4 6.754.5 SF i m i MFF =471.0 r L I - -rr A4ATE� ydS ENT- 6 ' INGRESS, I (EGRESS AND I I UTILITY EASEMENTS (NW)-- - i loo° (SW) - _ } 15' SAN - - �30y L 55p�WATER SEWED- :2 WATER EM�TSEXAENT SAN SEWER MH = - METER STA 134-82 - PLAT 1 (------- - - - - -- I OF ASPEN WOODS Io 16 I LOT1 I 6,754.5 SF . T I I I MFF =471.0 I 6" SAN SIDE SEWER I TOP= 476:65 1 i 0 2.0% MIN (TYPICAL)I iE= 464.66 (N,S) I (SEE DETAIL) IE= 464.56 (E) - - - - -J L - - - - -- NEW IE=464.-6& (W) 464.54 75.05' S88"19'04'E 135.05' OOD CM 8 ASPENM900D T IrL 102305-9003 of the WSDOT /APWA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction prepared by Washington State Chapter American Public Works Association latest edition (APWA) and City - of Renton Standard Specifications 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction 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 any other 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 whenever construction is in progress 8. The contractor shall provide the City of Renton with an as- built drawing of the sanitary sewer .system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be place equally on both sides of the pipe in layers with a loose: average depth. of 6 inches, maximum depth of 8 inches, - - thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe . or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted Cuts into the existing asphalt shall be neatline cut with saw in a continuous line... A temporary mix patch must be placed immediately after . backfill and compaction. A permanent hot mix patch shall 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 stabilized to the .satisfaction of the Department for the prevention of on site erosion after the completion 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 Washington Standard. Specifications for Road and Bridge Construction. This shall include necessary leveling 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 length of the pipe will be supported :on a uniformly dense, unyielding base.: Pipe bedding shall be pea gravel 6 inches above and below the pipe.. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed [ ASTM D 3034, SDR 35, or ductile iron class 50. 15. in unimproved areas, manhole to extend minimum 6. inches and - maximum 12 inches above = finished grade. IN paved area cover must j \STA 0 +90.03 - CENTER 142nd AVE NE : slope in all directions to match paving. CENTER' INGRESS,; EGRESS AND UTILITY EASEMENT 7 PROPERTY LINE o - NOTE:: o+J I i s' -o" ALL TRENCH RESTORATION SHALL BE PER I FuruRE CURRENT CITY OF RENTON TRENCH U s M 3 g 6" BUILDING SEWER PIPE BUILDING SEWER I`r RESTORATION AND STREET OVERLAY DETAIL t Z 4" STUD SERVICE MARKER PAINT 3 TEE WITH 6 SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON N I o - c - SIDE WORDING "SEWER" WITH 3" HIGH BASIS OF:. BEARINGS�� l w: [ o AROUND THE STUD AND 6EXTEN ED T WRAPPED N 00'02'42° E BETWEEN THE MONUMENTS FOUND a THE TOP OF THE STUD. AT THE EAST QUARTER AND THE NORTHEAST'' SECTION CORNER OF SECTION 10, TOWNSHIP 23 "fro 6" SIDE SEWER AND BUILDING SEWER NORTH, RANGE 5 EAST, W.M. y ! I -- - - UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH - DATUM O _ p - CAST IRON .SADDLE SECURED TO SEWER MAIN WITH STAINLESS c y of 7 STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS: TO EXISTING NAVD88 PER CITY OF RENTON o/ STA 1OF PLAIN AND REINFORCED'. CONCRETE, DI PIPE AND CI: PIPE p /� oy € ��'•sr'+ i \ PLAT OF SEWER MAINS ARE TO BE CORE DRILLED. BENCHMARK I ASPEN WOODS VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE " "- / I SECTIONED IN: CITY OF RENTON POINT NO.1907, CHISELED SQUARE IN SE CORNER CONCRETE MAILBOX BASE, 60' ALLOWABLE MAX. WEST SIDE 142ND AVE SE,= FOR CAST IRON PIPE OR OPPOSITE HOUSE' NO. 12014 DUCTILE IRON PIPE. ELEV= 472.66 FEET. I SAN SEWER MH CONCRMETE N+tX�N TOP =475.33 BLOCKING Zy OVF. Ver,K IE 465.38 (S) MAN NAB e M j w 1E- 465.28 (N) I GONG 2 _MIN SLOPE M l AS GUILTS BY• 6" SIDE OUTLET TEE. HORIZONTAL TL 1002305 -92,66 SEWER MAIN % CENTRE POINTE CONSULTANTS,' INC. P.S. �I (; 6" MIN' - L SEWER MAIN 206 RAILROAD AVENUE NORTH '•n - CONCRETE BLOCKING ANGLE KENT, WA 98032 (253) 813 -1901 ! OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION PH PH (253) 813 -1908 NOTE: SEPTEMBER 2007 I UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A ' I I - FOUND MONUMENT IN CASE MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE 4X4 CONC µUri D SK W /PU CH, 5,.5' R OWN LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. N` STANDARD SIDE SEWER INSTALLATION CALL BEFORE, YOU DD 1- 800- 424r5ZW_ I I NO SCALE 9 10__ ; ; 10 1 -1 RECOMMENDED CHECKED FOR COMPLIANCE _- A S882003 "E _3_ 272. 04'- ___- _I /----- N_88'20'0_2'W 19_87.04' S ® EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S FOR APPROVAL TO CITY STANDARD BY I RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND Date , UTILITIES- PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES BY Date PIT ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES- NOT SHOWN OR--UTILITIES WAS NOT SHOWN IN THEIR PROPER LOCATION. BY Dote m F Fr 1 REVISED PER CITY COMMENTS JJP 10- 19 -06 JJP LIMA HOUdBERG g" vcRrica: ruw ,vae P17 MAN ENGINEERING JJP 1 - 20' �� s� „� CITY , of a � m 2 REVISED PER CITY JJP 11 -21 -06 JJP - � 07/28/06 IRELAND SHORT PLAT c 3 REVISED PER CITY COMMENTS JJP 01 =18 -07 JJP ' Civil Ertgleerll*<g 8114 Conet�fing f` ? ° °go,t2`` AS -B ILT JJP 09 -06 -07 JJP °"`� TLR =u RENTON IM HOOUTAM AVENUE NE J John J. Pfitnan, P.E 1281913E 9Nh 8teet, i1S'9 f`r�'1 p 6t',V DATUM _ Bellevue, WA 98006 '.'f_ �p Planning /Building /Public works Dept SANITARY SEWER PLAN w _.. EXPIRES: io /,4 /°6 NO. REVISION BY .DATE APPIR i 12� 562 -7226 4 4 W n3.5 334802 KC 01 I _ w - i loo° STA 13 +87 LF }g° WATER C 2� PLAT ASPEN WOODS x SAN SEWER MH = o STA 134-82 - PLAT OF ASPEN WOODS (SHT S- 325506} TOP= 476:65 iE= 464.66 (N,S) I _ IE= 464.56 (E) 1 NEW IE=464.-6& (W) 464.54 OOD CM 8 ASPENM900D of the WSDOT /APWA Standards and Specifications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction prepared by Washington State Chapter American Public Works Association latest edition (APWA) and City - of Renton Standard Specifications 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction 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 any other 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 whenever construction is in progress 8. The contractor shall provide the City of Renton with an as- built drawing of the sanitary sewer .system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be place equally on both sides of the pipe in layers with a loose: average depth. of 6 inches, maximum depth of 8 inches, - - thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe . or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted Cuts into the existing asphalt shall be neatline cut with saw in a continuous line... A temporary mix patch must be placed immediately after . backfill and compaction. A permanent hot mix patch shall 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 stabilized to the .satisfaction of the Department for the prevention of on site erosion after the completion 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 Washington Standard. Specifications for Road and Bridge Construction. This shall include necessary leveling 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 length of the pipe will be supported :on a uniformly dense, unyielding base.: Pipe bedding shall be pea gravel 6 inches above and below the pipe.. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed [ ASTM D 3034, SDR 35, or ductile iron class 50. 15. in unimproved areas, manhole to extend minimum 6. inches and - maximum 12 inches above = finished grade. IN paved area cover must j \STA 0 +90.03 - CENTER 142nd AVE NE : slope in all directions to match paving. CENTER' INGRESS,; EGRESS AND UTILITY EASEMENT 7 PROPERTY LINE o - NOTE:: o+J I i s' -o" ALL TRENCH RESTORATION SHALL BE PER I FuruRE CURRENT CITY OF RENTON TRENCH U s M 3 g 6" BUILDING SEWER PIPE BUILDING SEWER I`r RESTORATION AND STREET OVERLAY DETAIL t Z 4" STUD SERVICE MARKER PAINT 3 TEE WITH 6 SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON N I o - c - SIDE WORDING "SEWER" WITH 3" HIGH BASIS OF:. BEARINGS�� l w: [ o AROUND THE STUD AND 6EXTEN ED T WRAPPED N 00'02'42° E BETWEEN THE MONUMENTS FOUND a THE TOP OF THE STUD. AT THE EAST QUARTER AND THE NORTHEAST'' SECTION CORNER OF SECTION 10, TOWNSHIP 23 "fro 6" SIDE SEWER AND BUILDING SEWER NORTH, RANGE 5 EAST, W.M. y ! I -- - - UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH - DATUM O _ p - CAST IRON .SADDLE SECURED TO SEWER MAIN WITH STAINLESS c y of 7 STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS: TO EXISTING NAVD88 PER CITY OF RENTON o/ STA 1OF PLAIN AND REINFORCED'. CONCRETE, DI PIPE AND CI: PIPE p /� oy € ��'•sr'+ i \ PLAT OF SEWER MAINS ARE TO BE CORE DRILLED. BENCHMARK I ASPEN WOODS VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE " "- / I SECTIONED IN: CITY OF RENTON POINT NO.1907, CHISELED SQUARE IN SE CORNER CONCRETE MAILBOX BASE, 60' ALLOWABLE MAX. WEST SIDE 142ND AVE SE,= FOR CAST IRON PIPE OR OPPOSITE HOUSE' NO. 12014 DUCTILE IRON PIPE. ELEV= 472.66 FEET. I SAN SEWER MH CONCRMETE N+tX�N TOP =475.33 BLOCKING Zy OVF. Ver,K IE 465.38 (S) MAN NAB e M j w 1E- 465.28 (N) I GONG 2 _MIN SLOPE M l AS GUILTS BY• 6" SIDE OUTLET TEE. HORIZONTAL TL 1002305 -92,66 SEWER MAIN % CENTRE POINTE CONSULTANTS,' INC. P.S. �I (; 6" MIN' - L SEWER MAIN 206 RAILROAD AVENUE NORTH '•n - CONCRETE BLOCKING ANGLE KENT, WA 98032 (253) 813 -1901 ! OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION PH PH (253) 813 -1908 NOTE: SEPTEMBER 2007 I UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A ' I I - FOUND MONUMENT IN CASE MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE 4X4 CONC µUri D SK W /PU CH, 5,.5' R OWN LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. N` STANDARD SIDE SEWER INSTALLATION CALL BEFORE, YOU DD 1- 800- 424r5ZW_ I I NO SCALE 9 10__ ; ; 10 1 -1 RECOMMENDED CHECKED FOR COMPLIANCE _- A S882003 "E _3_ 272. 04'- ___- _I /----- N_88'20'0_2'W 19_87.04' S ® EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S FOR APPROVAL TO CITY STANDARD BY I RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND Date , UTILITIES- PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES BY Date PIT ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES- NOT SHOWN OR--UTILITIES WAS NOT SHOWN IN THEIR PROPER LOCATION. BY Dote m F Fr 1 REVISED PER CITY COMMENTS JJP 10- 19 -06 JJP LIMA HOUdBERG g" vcRrica: ruw ,vae P17 MAN ENGINEERING JJP 1 - 20' �� s� „� CITY , of a � m 2 REVISED PER CITY JJP 11 -21 -06 JJP - � 07/28/06 IRELAND SHORT PLAT c 3 REVISED PER CITY COMMENTS JJP 01 =18 -07 JJP ' Civil Ertgleerll*<g 8114 Conet�fing f` ? ° °go,t2`` AS -B ILT JJP 09 -06 -07 JJP °"`� TLR =u RENTON IM HOOUTAM AVENUE NE J John J. Pfitnan, P.E 1281913E 9Nh 8teet, i1S'9 f`r�'1 p 6t',V DATUM _ Bellevue, WA 98006 '.'f_ �p Planning /Building /Public works Dept SANITARY SEWER PLAN w _.. EXPIRES: io /,4 /°6 NO. REVISION BY .DATE APPIR i 12� 562 -7226 4 4 W n3.5 334802 KC 01 I _ w -