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HomeMy WebLinkAboutS-279012m E 9 I cn I n q CL IMME i� n °�2 �zQ W • Kopf 4. OX DRIlEWAY ACCESS h p � N p N 530 520 SSC0 22A TOP &_99sr 529.83 8' IE -M�523 03 1(NA510 8 +00 0 co Ix z Wwp.s�m "�o SCALE: 1" = 50' 0 25 50 100 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Soo BENCHMARK AND DATUM 2 W> F. 425ALM1 ®H/�ORIZ 1 "= 5' T� T.0 bee 800.45SOM 8 +00 0 co Ix z Wwp.s�m "�o 524.39 - 526.28 5?1,94_(N) -_... _.. - -- 39 = 5'"_Yt� -.S 0•M� - _ „ ,. _ -- __,.___ ...,_.. - - -- - tS5�MH 22 12' /E 521.89 (S) 5'430 - _ _ _ _ " _ 1•= _ F TOP SP i,r 527.56 -257T SSMH 21 - 520.01 (N) Al .( - 8' IE &9.65 (!N NdE) CTR. CHANNEL TOP 5ER. T4 U4- 75 8" IE 549:P5• (OUT -S) .: 51&86 B' /E SiB:3i (!N) \\ CTR ' 1RZ52Q05 (14) 521.90 526.28. B' IE 3i&..24 (OUT) / = 5161£ 519.95 (S) - 517.68 (N) -522.70 (N) =225,7 .. ...... .. f2 7E- 51775 Sin 12' IE 522.66 (£) 12' IE 51785 - 524.38 -214X - 520.68 (£) ¢j 0 -521.90 CTR (2/ANNEL -51 &35 (E) 2 IE$51 (OUT = 510.58 ... -. ._... -__ -51251 (N) -130X 12' IE 51224 (1{j 12' 1E 5(243 (S ._ 515.60 (£) -- 509.61 (N) TRACT H ROSAR /O AVENUE; NE S..o... S — Drnru ME—D 25 MPH — 516 63 10+00 11+00 SCALE: 1" = 50' 0 25 50 100 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Planning nrentleetnre Design m kl--d, WA 9USI- 29 BENCHMARK AND DATUM 2 W> F. 425ALM1 ®H/�ORIZ 1 "= 5' T� T.0 bee 800.45SOM DATUM: UM: 8,5',)83/91 (BASED ON TIES TO C/TY OF RENTON MONUMENTS NUMBERS Y GR CONTOUR INTERNAL 2' A TI ON WR77CAL DATUM. NAl21 1988 ORIGTNA77NG BENCHMARK CITY OF RENTON BENCHMARK 1 1852 - 3' BRASS SURFACE MONUMENT AT THE LOCA AON OF EXISTING UTIL177ES SHOWN 1S INTERSECTION OF NE 47H STREET AND APPROXIMATE AND MAY NOT BE ACCURATE _________.—.--,— -- _ _ — '. EX/SIING GROUND { OR ALL INCLUSIVE. IT IS THE CONTRACTOR ' � ''. cz 18' t VEST OF SW CORNER OF S17E ELEVATION 490.99' OF UTILITIES PRIOR TO PROCEEDING WI774 _ _ ,- - _ — _. � u Q rm R s < s _..... _.. PROPOSED FIN75N GRADE .._ ` - _ -,- - - - - - Y N - z lYP 2 n �.. 0.94X �.. m Y °- -- 520 265'_,5' PNC 0.0706 5'8'8'148• e 524.39 - 526.28 5?1,94_(N) -_... _.. - -- 39 = 5'"_Yt� -.S 0•M� - _ „ ,. _ -- __,.___ ...,_.. - - -- - tS5�MH 22 12' /E 521.89 (S) 5'430 - _ _ _ _ " _ 1•= _ F TOP SP i,r 527.56 -257T SSMH 21 - 520.01 (N) Al .( - 8' IE &9.65 (!N NdE) CTR. CHANNEL TOP 5ER. T4 U4- 75 8" IE 549:P5• (OUT -S) .: 51&86 B' /E SiB:3i (!N) \\ CTR ' 1RZ52Q05 (14) 521.90 526.28. B' IE 3i&..24 (OUT) / = 5161£ 519.95 (S) - 517.68 (N) -522.70 (N) =225,7 .. ...... .. f2 7E- 51775 Sin 12' IE 522.66 (£) 12' IE 51785 - 524.38 -214X - 520.68 (£) ¢j 0 -521.90 CTR (2/ANNEL -51 &35 (E) 2 IE$51 (OUT = 510.58 ... -. ._... -__ -51251 (N) -130X 12' IE 51224 (1{j 12' 1E 5(243 (S ._ 515.60 (£) -- 509.61 (N) TRACT H ROSAR /O AVENUE; NE S..o... S — Drnru ME—D 25 MPH — 516 63 10+00 11+00 12 +00 13 +00 14+00 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Planning nrentleetnre Design m kl--d, WA 9USI- 29 BENCHMARK AND DATUM CALE• 1 "= 50' • F. 425ALM1 ®H/�ORIZ 1 "= 5' T� T.0 bee 800.45SOM DATUM: UM: 8,5',)83/91 (BASED ON TIES TO C/TY OF RENTON MONUMENTS NUMBERS Y GR CONTOUR INTERNAL 2' A TI ON WR77CAL DATUM. NAl21 1988 ORIGTNA77NG BENCHMARK CITY OF RENTON BENCHMARK 1 1852 - 3' BRASS SURFACE MONUMENT AT THE LOCA AON OF EXISTING UTIL177ES SHOWN 1S INTERSECTION OF NE 47H STREET AND APPROXIMATE AND MAY NOT BE ACCURATE 148774 AVENUE' S.E. ELEVATION 454.77'FEET OR ALL INCLUSIVE. IT IS THE CONTRACTOR BM 1 I SOUTHERLY BONNET BOLT ON TOP OF RRE HYDRANT RESPONSIBILITY TO FIELD VERIFY LOCA77ON 18' t VEST OF SW CORNER OF S17E ELEVATION 490.99' OF UTILITIES PRIOR TO PROCEEDING WI774 U CONS7RUC7ION. u 500 Z Iq Z Q [r .w a® TRIAD ASSOCIATES Project M-.gement Civil Engineering land ry Sueying 2 Lend Use 1- d=esp, Site 11814 115th Aye. NE Planning nrentleetnre Design m kl--d, WA 9USI- 29 O Tel 428.521ma F. 425ALM1 Z a T.0 bee 800.45SOM mtxiedem . Q u a Z U ® c u Q Z Iq Z Q [r b �b a — z N MCUAM W. DUNLAP, P.E. DESIGNED: w. wmv, PE /Lt fREmcK CARD: D. Mm mm CHECKED: wx DATE: 1115199 SCALE: HOPE.: 1' - 50' VERT.: 1 • = 5' X13.03 (E) 8" IE *w.48 -( 11V) CiR. GiANNEL 3Ei?i8Hy4 -(IM EX/STING( AT P 501.60 \t'D"w51Q1(�T) v r c R n lwmw LL 17 3 14 0 i 570.64 E 3�Q� �c�i ttj h � �o R 8128 9 ?� �O /STERF' G� 18 +00 19 +00 20+00 ss IONAL E� EXPIRES. 1/22/03 2 /28jo/ Checked for Compliance to City Standards STAMP NOT VALID UNLESS SiGNE6 AND DATED `g JOB NUMBER 95-243 43 a EN SHEET NUMBER L s1 ® „ o �+ OF, 8 AS- CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) ®1999 TRIAD ASSOCIATES sg;wMED JUL 2 7200 e f Ng � r V H I O C � 2 � O Z a o I` U u rm R s < s b �b a — z N MCUAM W. DUNLAP, P.E. DESIGNED: w. wmv, PE /Lt fREmcK CARD: D. Mm mm CHECKED: wx DATE: 1115199 SCALE: HOPE.: 1' - 50' VERT.: 1 • = 5' X13.03 (E) 8" IE *w.48 -( 11V) CiR. GiANNEL 3Ei?i8Hy4 -(IM EX/STING( AT P 501.60 \t'D"w51Q1(�T) v r c R n lwmw LL 17 3 14 0 i 570.64 E 3�Q� �c�i ttj h � �o R 8128 9 ?� �O /STERF' G� 18 +00 19 +00 20+00 ss IONAL E� EXPIRES. 1/22/03 2 /28jo/ Checked for Compliance to City Standards STAMP NOT VALID UNLESS SiGNE6 AND DATED `g JOB NUMBER 95-243 43 a EN SHEET NUMBER L s1 ® „ o �+ OF, 8 AS- CONSTRUCTED (SEE SHEET 1 FOR DISCLAIMER) ®1999 TRIAD ASSOCIATES sg;wMED JUL 2 7200 e f Ng � r V H I O C