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HomeMy WebLinkAboutR-383013M O q1' T U O LO T D r m y W Q M P'' o 'z C) O S2 con as I as Ua �D o UJ 00 Z N CD M W 4 M P'' o 'z C) O S2 con as as Ua �D o 00 Z N �E-�.�• 00 + N O M� 00 M �z 'z C) Q S2 H� c c Ua N �E-�.�• 00 + N Mzl NORTH 28th STREET - PARK AVE NORTH; aT " G,H I SIGN PARK AVE NORTH; ST ^e ,a A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON II"ING BUILDING g ww. 01 o ' §N.1;a". 257.00' op q eo° .,h awl, 4y + LOT 8 CN RE CATE EX I STG y. ! y 6 i'a N D INT AP STRI P 0 Fd i °_ BY C . ES Ir F iH 2� '94 �v t bs<„ J `s E 2�. yr_ , �� 144102* � ..............`�'�.`� .\\.� i�mm4 EA UNDER-,- LOT 7.�" v frry" Y.wM. ... ALF., 8" D.I. WM I x ss EXISTING METER TO REMAIN TYP. 6 STA. 1+36.502 7.0 LT.' c BOTTOM OF HYDRANT/TOP OF FLANGE=210.2 N { 1-8"x6" TEE (MJxFL) 4 I N 1—FIRE HYDRANT ASSEMBLY 1-8 x PACER (MJxFL) �v 1 " ' G VALE (FLxMJ) .... 1 auC R ETE LOCK;. LOT 6 ICE END Wh ri �7N UNE . ti a I .,SgN NE's , . im .�.,._,a.. i li ,a`• z f Gfr Y w.�4 k I ° ISTI 3G SLRViCE JD 16 E r CUT D CAP B I FOMES �Y ; STA 21+17 I 5 ALL N WATER : S RVICIf P STD. WG. #3 .1 LOT -A. .�.. �� _4� 100 op Tal A4 s � mow« O 1 26LF. 8 D.I. WM R FIJ if n+ $ '., . I .,: aj �,•,:^ ,ups. . fg - �i I' i T A ,w, k 0 9 �.'�Q I g L T 3 of �. �t 1`949.0 a -W TE ` INSTALL R R ALL E I. PERS STD. G. w 20.1 1 + a.� � c µ °} � i 5 •�"\"` hi�' •:w'LS t ''�� i v. !,,�. ,%� •• � ;a •,tip ", }� ,i .� .•.•. •.��•.. .`""w, �>.. t N• ti w, ,••••• 3 .i 'JAY A dIN• ..... i. •a"vtt • r a r ,Y, ,•C r~ .i ��s•7„P� �� tet,” v� •.� y�, r: ,i}. t'w �.1 •• J� .4 • F NC , s dimI<t � F x IELD VERFIY LOCATION A D w. OF EXISTING WATER MAIN ,BEFORE INSTALLATION OF CATCH SAS I N STA. 12+57 + — 10.5' LT. WET TAP CONNECTION MATERIALS SUPPIED BY CONTRACTOR; 1-12"x8" 'TAPPING TEE (MJxFL) CONNECTION TO BE MADE BY CITY 1-801 GATE VALVE (FLxMJ) FORCES. 1—CONCRETE BLOCK NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CIN OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL FIRE HYDRANTS TO BE SHACKLED PER CIN STANDARDS ALL WATER SERVICES SHALL BE 1" SERVICE LINE PER CITY STANDARD DETAIL X320.1 UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALL WATER METERS SHALL BE 3/4" IN SIZE CALL 811 BEFORE YOU DIG! OFFS ENGINEERS 0�� 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 Z-.06 274W . PHONE: 425-260-3412 °';�'ci Fs. . � CONTACT: DARRELL OFFE, P.E. S�ONAL06/01/2015 N0. STA. 3+17.0, 7.0' LT. /1-8 317 END CAP MJ W/2" PERM BLOW OFF PER STD. DETAIL #340.2 1-8" VERTICAL CROSS FOR "POLYPIGGING" PER STD. DWG# 3 00.6 1CONCRETE BLOCK .r A >4 6 STA. 2+55.0 7.0s LT. 1-8 GATE VALVE MJxMJ 00 30' PUBLIC UTILITY EASEMENT .y � e•1 .. I 11-1/4' BEND 22-1/2' BEND 45* SEND } n vFTI! �TEE 90* 8END # 74MM KOOK 9FAi W AWA IN `SQUARE F (SW MONS) FOR kWaONTAL AM gOWW MK3 SRI., gMS SAk IM SILT OR COMPACT SAM OOMPACT SAMA A GRAVEL FM -11-PNG BEND Tim CAP OR PLS 22 1/r UK OR PUX & 22 1,/r TEE COP 00 P" A 22 1/ �.�Wy�(�_ . w -r" ,s}�1vW_A t_ - w•.wa wvxw', , - wesa� Li.ri'.► "1 "' MAX, HEOWT OF THRUST ML.00K (F') - 0.5 -x DEPTH OF TRENCH 3 MIN. HE"T OF 't MS ' 8J)C ~ (FT) sw O,0. PIPE + 10 T I; GEANNG -. WA IUl1Pf," TO KEOF-ant WrAmumn N I - LOCAIM AND SIZE OF BLOC FOR PIPE LAMM •INAN 121XAMM AND FOR SOMI.. TSS WFIFAW 1MAN SIS SHALL !IE DE"iAiflM: BY INE 940NO, Z ALL 9LOCIOW SHALL BE POOM IN KACE A4A0W LWYWiN1ll D NAWK ONO". ;I. ALL POURED *MST BLOCKS SHALL BE BAC,i FUM AFM MINL 1: OAX, PWMM 1ES'*4 SHALL OCCUR AFWR COOOMW HAS PEACHM NOMINAL COMPllf`S' W STI1M7N, 4. ALL: BLOC1WG SHALL K COIvCRM CL 5 €:—��•3. s. I, AMINO AST WRNS SHAD, KM ACiA*W THS OWATES1 91TTINQ SUWA(X AWA PCy �MIM�yLE��.,}{B�'UT SHALL NOTpryCC!�VM CR ENCLO K IIy��L�% BE JOJMT BOLTS OR QAAW REASOMMLE ACCESS IV 94XTl AND �S S14ALL BE PROWO: PUBLIC FORKS CONCRETE @L0CX� Ftp ED. PLO -� a"DEPARTMENT HOfUZONTAL AND CNYAONWARDMARCH 2010 FIELD VERFIY LOCATION AND DEPTH p s OF EXISTING WATER MAIN BEFORE INSTALLATION OF CATCH BAS I N SEVER 4H ., Ry WELL j RIM208&V , $. 0 NORTH 28th STREET: STA. 12+ PRIVATE STREET; STA. 0+00.00 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byl Date. ? 1711.5- Bp T ' SBp Dates By= Datel By= Date= LANKTREE r NOTE: 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 UTILIITES 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. CALL BEFORE YOU DIG: 811 am PUR D ET, AW. r M EN IF TEMPORARY I ASSEMBLY MARCH 01 LOT:4 LOT 5 LOT 6: LOT 7 LOT 8 9 26.50' n ....... .. ....... . I ....... I I 02 0.(........... .. . ... . 0 ZI F_ p Q : : p Lu IZ_ I ao , I : I , N vl _J U -Of 3 Z v EXISTING GRADE LINE PROFILE Z n ....,.....� ........... ............................................................... ...,........ ..,............ .,........... .............. ..............e...,. ...... .,.,.....,...t�.l.I. ........, U : n PROPOSED ROAD :PROFILE W w 210 ............. .. .....,......,.......................................:. ................+.0.69%....: :.....,.... 210 ., �... .....�.� � .�._..,. a ,w� �,�..,�.�.« �.. ��� •w.. �w:-. axk • , , , ...... > . 31if ") MINIMUM :BURY D M t STORM �. 1 SOLF., 8 D.I. IYV �r�� .P 2 ROPOSED-�LF.,B" D.I VVM . _., z qq ... .� > .¢ v .,,, -,w• :'" ; wm , , . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . > . . , a P ... . > . ., . . . . > , . . . . , ., . . . . . . . . . . . . . . , a", . i. . . . . . . . . . . . . ., ... , LJ «> �._w.. } PR SEWER MAIN 200: : : : : :200 ..................>.......,........>....................................................... ...... ..............,.e............................,..,....,..,....,,,,........,. PRIVATE AROAD: 0+00 1+00 2+00' 3+00 SCALE "®�'�w �N1 CITY 0 RENTON 0m OWN DATUM AT RILL U E Planning/Building/Public Works Dept. N• NK ONE Mm SCALE AOOOMNiMLY NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC WATER PLAN & PROFILE 2820 PARK AVENUE NORTH �- 3S30 0 w - 383o©I 06/01 /2015 FEJ: pm-. OIIMONG NO: sm."r. 13 OF 20 f� ao 'z ��F S2 4. Mzl NORTH 28th STREET - PARK AVE NORTH; aT " G,H I SIGN PARK AVE NORTH; ST ^e ,a A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON II"ING BUILDING g ww. 01 o ' §N.1;a". 257.00' op q eo° .,h awl, 4y + LOT 8 CN RE CATE EX I STG y. ! y 6 i'a N D INT AP STRI P 0 Fd i °_ BY C . ES Ir F iH 2� '94 �v t bs<„ J `s E 2�. yr_ , �� 144102* � ..............`�'�.`� .\\.� i�mm4 EA UNDER-,- LOT 7.�" v frry" Y.wM. ... ALF., 8" D.I. WM I x ss EXISTING METER TO REMAIN TYP. 6 STA. 1+36.502 7.0 LT.' c BOTTOM OF HYDRANT/TOP OF FLANGE=210.2 N { 1-8"x6" TEE (MJxFL) 4 I N 1—FIRE HYDRANT ASSEMBLY 1-8 x PACER (MJxFL) �v 1 " ' G VALE (FLxMJ) .... 1 auC R ETE LOCK;. LOT 6 ICE END Wh ri �7N UNE . ti a I .,SgN NE's , . im .�.,._,a.. i li ,a`• z f Gfr Y w.�4 k I ° ISTI 3G SLRViCE JD 16 E r CUT D CAP B I FOMES �Y ; STA 21+17 I 5 ALL N WATER : S RVICIf P STD. WG. #3 .1 LOT -A. .�.. �� _4� 100 op Tal A4 s � mow« O 1 26LF. 8 D.I. WM R FIJ if n+ $ '., . I .,: aj �,•,:^ ,ups. . fg - �i I' i T A ,w, k 0 9 �.'�Q I g L T 3 of �. �t 1`949.0 a -W TE ` INSTALL R R ALL E I. PERS STD. G. w 20.1 1 + a.� � c µ °} � i 5 •�"\"` hi�' •:w'LS t ''�� i v. !,,�. ,%� •• � ;a •,tip ", }� ,i .� .•.•. •.��•.. .`""w, �>.. t N• ti w, ,••••• 3 .i 'JAY A dIN• ..... i. •a"vtt • r a r ,Y, ,•C r~ .i ��s•7„P� �� tet,” v� •.� y�, r: ,i}. t'w �.1 •• J� .4 • F NC , s dimI<t � F x IELD VERFIY LOCATION A D w. OF EXISTING WATER MAIN ,BEFORE INSTALLATION OF CATCH SAS I N STA. 12+57 + — 10.5' LT. WET TAP CONNECTION MATERIALS SUPPIED BY CONTRACTOR; 1-12"x8" 'TAPPING TEE (MJxFL) CONNECTION TO BE MADE BY CITY 1-801 GATE VALVE (FLxMJ) FORCES. 1—CONCRETE BLOCK NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CIN OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL FIRE HYDRANTS TO BE SHACKLED PER CIN STANDARDS ALL WATER SERVICES SHALL BE 1" SERVICE LINE PER CITY STANDARD DETAIL X320.1 UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. ALL WATER METERS SHALL BE 3/4" IN SIZE CALL 811 BEFORE YOU DIG! OFFS ENGINEERS 0�� 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 Z-.06 274W . PHONE: 425-260-3412 °';�'ci Fs. . � CONTACT: DARRELL OFFE, P.E. S�ONAL06/01/2015 N0. STA. 3+17.0, 7.0' LT. /1-8 317 END CAP MJ W/2" PERM BLOW OFF PER STD. DETAIL #340.2 1-8" VERTICAL CROSS FOR "POLYPIGGING" PER STD. DWG# 3 00.6 1CONCRETE BLOCK .r A >4 6 STA. 2+55.0 7.0s LT. 1-8 GATE VALVE MJxMJ 00 30' PUBLIC UTILITY EASEMENT .y � e•1 .. I 11-1/4' BEND 22-1/2' BEND 45* SEND } n vFTI! �TEE 90* 8END # 74MM KOOK 9FAi W AWA IN `SQUARE F (SW MONS) FOR kWaONTAL AM gOWW MK3 SRI., gMS SAk IM SILT OR COMPACT SAM OOMPACT SAMA A GRAVEL FM -11-PNG BEND Tim CAP OR PLS 22 1/r UK OR PUX & 22 1,/r TEE COP 00 P" A 22 1/ �.�Wy�(�_ . w -r" ,s}�1vW_A t_ - w•.wa wvxw', , - wesa� Li.ri'.► "1 "' MAX, HEOWT OF THRUST ML.00K (F') - 0.5 -x DEPTH OF TRENCH 3 MIN. HE"T OF 't MS ' 8J)C ~ (FT) sw O,0. PIPE + 10 T I; GEANNG -. WA IUl1Pf," TO KEOF-ant WrAmumn N I - LOCAIM AND SIZE OF BLOC FOR PIPE LAMM •INAN 121XAMM AND FOR SOMI.. TSS WFIFAW 1MAN SIS SHALL !IE DE"iAiflM: BY INE 940NO, Z ALL 9LOCIOW SHALL BE POOM IN KACE A4A0W LWYWiN1ll D NAWK ONO". ;I. ALL POURED *MST BLOCKS SHALL BE BAC,i FUM AFM MINL 1: OAX, PWMM 1ES'*4 SHALL OCCUR AFWR COOOMW HAS PEACHM NOMINAL COMPllf`S' W STI1M7N, 4. ALL: BLOC1WG SHALL K COIvCRM CL 5 €:—��•3. s. I, AMINO AST WRNS SHAD, KM ACiA*W THS OWATES1 91TTINQ SUWA(X AWA PCy �MIM�yLE��.,}{B�'UT SHALL NOTpryCC!�VM CR ENCLO K IIy��L�% BE JOJMT BOLTS OR QAAW REASOMMLE ACCESS IV 94XTl AND �S S14ALL BE PROWO: PUBLIC FORKS CONCRETE @L0CX� Ftp ED. PLO -� a"DEPARTMENT HOfUZONTAL AND CNYAONWARDMARCH 2010 FIELD VERFIY LOCATION AND DEPTH p s OF EXISTING WATER MAIN BEFORE INSTALLATION OF CATCH BAS I N SEVER 4H ., Ry WELL j RIM208&V , $. 0 NORTH 28th STREET: STA. 12+ PRIVATE STREET; STA. 0+00.00 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL Byl Date. ? 1711.5- Bp T ' SBp Dates By= Datel By= Date= LANKTREE r NOTE: 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 UTILIITES 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. CALL BEFORE YOU DIG: 811 am PUR D ET, AW. r M EN IF TEMPORARY I ASSEMBLY MARCH 01 LOT:4 LOT 5 LOT 6: LOT 7 LOT 8 9 26.50' n ....... .. ....... . I ....... I I 02 0.(........... .. . ... . 0 ZI F_ p Q : : p Lu IZ_ I ao , I : I , N vl _J U -Of 3 Z v EXISTING GRADE LINE PROFILE Z n ....,.....� ........... ............................................................... ...,........ ..,............ .,........... .............. ..............e...,. ...... .,.,.....,...t�.l.I. ........, U : n PROPOSED ROAD :PROFILE W w 210 ............. .. .....,......,.......................................:. ................+.0.69%....: :.....,.... 210 ., �... .....�.� � .�._..,. a ,w� �,�..,�.�.« �.. ��� •w.. �w:-. axk • , , , ...... > . 31if ") MINIMUM :BURY D M t STORM �. 1 SOLF., 8 D.I. IYV �r�� .P 2 ROPOSED-�LF.,B" D.I VVM . _., z qq ... .� > .¢ v .,,, -,w• :'" ; wm , , . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . > . . , a P ... . > . ., . . . . > , . . . . , ., . . . . . . . . . . . . . . , a", . i. . . . . . . . . . . . . ., ... , LJ «> �._w.. } PR SEWER MAIN 200: : : : : :200 ..................>.......,........>....................................................... ...... ..............,.e............................,..,....,..,....,,,,........,. PRIVATE AROAD: 0+00 1+00 2+00' 3+00 SCALE "®�'�w �N1 CITY 0 RENTON 0m OWN DATUM AT RILL U E Planning/Building/Public Works Dept. N• NK ONE Mm SCALE AOOOMNiMLY NANTUCKET SHORT PLAT NANTUCKET AVENUE, LLC WATER PLAN & PROFILE 2820 PARK AVENUE NORTH �- 3S30 0 w - 383o©I 06/01 /2015 FEJ: pm-. OIIMONG NO: sm."r. 13 OF 20