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HomeMy WebLinkAboutS-203803a �L A ' y. S.S.M.H. No. 7 - 4s- / / ')4' d /s` / / STA 13 M . L =327. 8 p�G / / / l� I.E. a (S)3 A / I.E. 8 _(SW) =cur /c. geVAe/e!c 3/7.35 STA. 6-83.53,151-T. -HIGH AVE S_ NOTES MON @ QJTX. S. PM r, HIGH ST. - 0.00 -M AVE 5. \ b.1 / 1 _ �`\� °. s° \ s'�A-,rG I�SR _ .- ' �,�5 /w� �� / / t_,.. _:� r� ��'•,' �I �i ?.c.o.. ,, . -�,uc -6 `��S N O RE- (AND) \ - \ \ STA_ 10 +98 -07 CONTRACTOR TO COORDINAe,.. RIM EL=345'09 N ©IL_ WITH UTILITY FOR UT1LIX.POLE I ` � LE: 8"(E)- /.v OVERLAY FULL WOTH OF S. 6TH ST. WITH \ \ STABILIZATION DUR�IG 5 I 8 °(N) =oUT iF. � C/./P.- A-f =33337 2' A C REQUIRED AFTER CONSTRUCTION E _ BACKFILL QF UTILITY LINES. I \ j ,SpR STS i2t3� cl STA. 4.32.j� IS'LT. HIGH AVE S. F to LtlC -vLU�/ EQUATION. Q�\o� J- z s 342 .7 t_ 1 A i OIJTH 6th ST 5. 6TH: ST. r-- - - - - - - - - - -- I I i I I I I I i I I I 476 DATUM I DATUM: U.S.C.& G.S. BENCHMARK: CITY OF RENTON B.M. No. 260 CHISELED SQUARE AT BACK OF WALK INTERSECTION, N.W. CORNER SOUTH 7th ST- & HIGH AVE- S. ELEVATION = 357.87 — — — — — — — — — — — GRAPHIC SCALE n 0 10 20 GO W ( IN FEET ) 1 inch = 20 ft. AS BUILT CERTINCATE HEREBY CEFUIS 44E Ft%LL.Owm GNECKM FUEMS: SHOWN HERCOf flc A •,tV:F T OF . 1BD SURVEY j PERFORMED F ' -A +>C. UNDER Wf DVw.CTM i g - v� r s� I SMW DR&M j SANITARY SEWER EATER SYSTEM s 1 t> . 1IA°G+T,9N HOFY. LOCOUIDPII EI EDCATCIF { :�j - '- YgR,IQCAT1pI 1k3IL won= pV9R 1DCJRIat f 9m a arl" f 7 3 DATE I S.S.M.H. No. 5 - 48" STA. 14+39-21 = STA- 0 +00 (ON -SITE SS) RIM EL.= 3S9_ oS I.E- 8 "(SE)-iv I E 8 "(W) oUT STA. 3-26.39, 10`LT. S. 6TH ST. I I NOTE: � J CONTRACTOR TO COORDINATE )WITH UTILITY FOR UTILITY POLE - I h Y STABILIZATION DURING j /CONSTRUCTION. 13147 0 PLU6 _ _ - EQUATIUNJ NO T& INTX. NOT MONUMENT /1 � /S3 -/Z �GPEP n. /¢,35 /o -- �e ' �p STA. 14 +39 -35 OFF- SITI­SAN ':SEWER = N�—LE. ®CROSSING -= 341.00 _ �\ \ - — , ®CROSSING, 340.81 I E a \ J N89.11.26 -W - STA 0 +00 SAN- SEWER THROUGH LOT 11 341 -4' - PVC 04 -53 .113 +cD AS -BUILT 1n1 319. Z • -' �PEP�S SEE SHEET 8 of 17 (i RIGHT -OF -WAYf FOR CONTINUATION O Q r — _ sTa- /3.4_ C.B. No. 14- TYPE I lc yde PG Ui /S - Tyf'ET i STA. 14 +36.74, 5' RT. _ = 7 gg•,pTS=" I i .. -. - - /E -_ 3s/� S/s' -..... ' -- ..._- STA. 0 +2 -51, 5' .RT. (ON -SITE) w /soup LacsavG Lim -_ -- ./SOLID LOCKING L!U .?I14472 34<S77 RIM EL -= 358.73 le. i2 !sc�_355:53 54/Z7 I I /c. iz'lw�_ 355.33 3-4/47 d8rj 485 487 STA. 3. 23.88, TLT. - S. 6TH ST. /Z 3.4/ 27 I v C.B. No. 15q -TYPE I STA. 11 +O¢,S',4.. • LT. STA. 4.27.88, 9.45'LT. - HIGH AVE- S. j C TTX O �' R ]E IV T O N w /SOLID LOCKING LID NOTE, MON @ INTX. S. 7TH ST. & RECOMMENDED I DEPARTMENT OF PUBLIC WORKS EL RI rn = 344 ZS HIGH AVE. S. = 0.00 - HIGH AVE. S. FOR APPROVAL i I.E. 12 "(S- N)= 335rcAEXIST.) ( F� S.S. & S.D.(OFF- SITE) -PLAN I.E 12 "(E)= 339o8(NEW) 3Y %e! "e. ✓, CONTRACTOR TO VERIFY LOCATION & I_E- _: >t I - 1 RIVER RIDGE PRIOR TO CONSTRUCTION RE0.`4ENDE D F ,y 13258 �0- DESIGNED MD 5/13/91 FclsjtR DATE FILE NAME: 89041 FOR App OVAL ....... c\ AS- FjU /LT- SA�SrK�tST Pry o/L /o Z9/9Z D. DGL t 1 PER REVIEW 9/27/91 ASP MILD 10/3/91 CH--D: MD SCAi.E: 1 " =20' FIELD BOOK PAGE tr0. REVISION I BY APPR DATE I APPR04TiD: _ SHEET: 10 OR 18 s IA I I I I I AI I I j Y I AL I I I JL I i / � � O � �� 2 \ S S.S.M.H. NO. 8 - 48" / / / _.. ...... ... 3 O � 20" P \ \ RIM EL.= 3Z8.Z/ LE. $ (NE) =/N /£�cCY4t/w/= 9/(0/$ / 1 1 334 LE_ 8 ° \\ . N STA. 7.48.35, 38-RT. - BEACON / a a � � �- IL NOTE. EXISTING ROADWAY STORM DRAIN LINE MUST BE PROTECTED DURING CONSTRUCTION. 2° A/C PAVEMENT OVERLAY OF I71GLi AV. S. WILL BE REQUIRED IF DAMAGE OCCURS DURING CONSTRUCTION_ NOTE: S S.S.M.H. No. 6 - 48° \ \ STA_ 10 +98 -07 CONTRACTOR TO COORDINAe,.. RIM EL=345'09 N ©IL_ WITH UTILITY FOR UT1LIX.POLE I ` � LE: 8"(E)- /.v OVERLAY FULL WOTH OF S. 6TH ST. WITH \ \ STABILIZATION DUR�IG 5 I 8 °(N) =oUT iF. � C/./P.- A-f =33337 2' A C REQUIRED AFTER CONSTRUCTION E _ BACKFILL QF UTILITY LINES. I \ j ,SpR STS i2t3� cl STA. 4.32.j� IS'LT. HIGH AVE S. F to LtlC -vLU�/ EQUATION. Q�\o� J- z s 342 .7 t_ 1 A i OIJTH 6th ST 5. 6TH: ST. r-- - - - - - - - - - -- I I i I I I I I i I I I 476 DATUM I DATUM: U.S.C.& G.S. BENCHMARK: CITY OF RENTON B.M. No. 260 CHISELED SQUARE AT BACK OF WALK INTERSECTION, N.W. CORNER SOUTH 7th ST- & HIGH AVE- S. ELEVATION = 357.87 — — — — — — — — — — — GRAPHIC SCALE n 0 10 20 GO W ( IN FEET ) 1 inch = 20 ft. AS BUILT CERTINCATE HEREBY CEFUIS 44E Ft%LL.Owm GNECKM FUEMS: SHOWN HERCOf flc A •,tV:F T OF . 1BD SURVEY j PERFORMED F ' -A +>C. UNDER Wf DVw.CTM i g - v� r s� I SMW DR&M j SANITARY SEWER EATER SYSTEM s 1 t> . 1IA°G+T,9N HOFY. LOCOUIDPII EI EDCATCIF { :�j - '- YgR,IQCAT1pI 1k3IL won= pV9R 1DCJRIat f 9m a arl" f 7 3 DATE I S.S.M.H. No. 5 - 48" STA. 14+39-21 = STA- 0 +00 (ON -SITE SS) RIM EL.= 3S9_ oS I.E- 8 "(SE)-iv I E 8 "(W) oUT STA. 3-26.39, 10`LT. S. 6TH ST. I I NOTE: � J CONTRACTOR TO COORDINATE )WITH UTILITY FOR UTILITY POLE - I h Y STABILIZATION DURING j /CONSTRUCTION. 13147 0 PLU6 _ _ - EQUATIUNJ NO T& INTX. NOT MONUMENT /1 � /S3 -/Z �GPEP n. /¢,35 /o -- �e ' �p STA. 14 +39 -35 OFF- SITI­SAN ':SEWER = N�—LE. ®CROSSING -= 341.00 _ �\ \ - — , ®CROSSING, 340.81 I E a \ J N89.11.26 -W - STA 0 +00 SAN- SEWER THROUGH LOT 11 341 -4' - PVC 04 -53 .113 +cD AS -BUILT 1n1 319. Z • -' �PEP�S SEE SHEET 8 of 17 (i RIGHT -OF -WAYf FOR CONTINUATION O Q r — _ sTa- /3.4_ C.B. No. 14- TYPE I lc yde PG Ui /S - Tyf'ET i STA. 14 +36.74, 5' RT. _ = 7 gg•,pTS=" I i .. -. - - /E -_ 3s/� S/s' -..... ' -- ..._- STA. 0 +2 -51, 5' .RT. (ON -SITE) w /soup LacsavG Lim -_ -- ./SOLID LOCKING L!U .?I14472 34<S77 RIM EL -= 358.73 le. i2 !sc�_355:53 54/Z7 I I /c. iz'lw�_ 355.33 3-4/47 d8rj 485 487 STA. 3. 23.88, TLT. - S. 6TH ST. /Z 3.4/ 27 I v C.B. No. 15q -TYPE I STA. 11 +O¢,S',4.. • LT. STA. 4.27.88, 9.45'LT. - HIGH AVE- S. j C TTX O �' R ]E IV T O N w /SOLID LOCKING LID NOTE, MON @ INTX. S. 7TH ST. & RECOMMENDED I DEPARTMENT OF PUBLIC WORKS EL RI rn = 344 ZS HIGH AVE. S. = 0.00 - HIGH AVE. S. FOR APPROVAL i I.E. 12 "(S- N)= 335rcAEXIST.) ( F� S.S. & S.D.(OFF- SITE) -PLAN I.E 12 "(E)= 339o8(NEW) 3Y %e! "e. ✓, CONTRACTOR TO VERIFY LOCATION & I_E- _: >t I - 1 RIVER RIDGE PRIOR TO CONSTRUCTION RE0.`4ENDE D F ,y 13258 �0- DESIGNED MD 5/13/91 FclsjtR DATE FILE NAME: 89041 FOR App OVAL ....... c\ AS- FjU /LT- SA�SrK�tST Pry o/L /o Z9/9Z D. DGL t 1 PER REVIEW 9/27/91 ASP MILD 10/3/91 CH--D: MD SCAi.E: 1 " =20' FIELD BOOK PAGE tr0. REVISION I BY APPR DATE I APPR04TiD: _ SHEET: 10 OR 18 s IA I I I I I AI I I j Y I AL I I I JL I i NO T& INTX. NOT MONUMENT /1 � /S3 -/Z �GPEP n. /¢,35 /o -- �e ' �p STA. 14 +39 -35 OFF- SITI­SAN ':SEWER = N�—LE. ®CROSSING -= 341.00 _ �\ \ - — , ®CROSSING, 340.81 I E a \ J N89.11.26 -W - STA 0 +00 SAN- SEWER THROUGH LOT 11 341 -4' - PVC 04 -53 .113 +cD AS -BUILT 1n1 319. Z • -' �PEP�S SEE SHEET 8 of 17 (i RIGHT -OF -WAYf FOR CONTINUATION O Q r — _ sTa- /3.4_ C.B. No. 14- TYPE I lc yde PG Ui /S - Tyf'ET i STA. 14 +36.74, 5' RT. _ = 7 gg•,pTS=" I i .. -. - - /E -_ 3s/� S/s' -..... ' -- ..._- STA. 0 +2 -51, 5' .RT. (ON -SITE) w /soup LacsavG Lim -_ -- ./SOLID LOCKING L!U .?I14472 34<S77 RIM EL -= 358.73 le. i2 !sc�_355:53 54/Z7 I I /c. iz'lw�_ 355.33 3-4/47 d8rj 485 487 STA. 3. 23.88, TLT. - S. 6TH ST. /Z 3.4/ 27 I v C.B. No. 15q -TYPE I STA. 11 +O¢,S',4.. • LT. STA. 4.27.88, 9.45'LT. - HIGH AVE- S. j C TTX O �' R ]E IV T O N w /SOLID LOCKING LID NOTE, MON @ INTX. S. 7TH ST. & RECOMMENDED I DEPARTMENT OF PUBLIC WORKS EL RI rn = 344 ZS HIGH AVE. S. = 0.00 - HIGH AVE. S. FOR APPROVAL i I.E. 12 "(S- N)= 335rcAEXIST.) ( F� S.S. & S.D.(OFF- SITE) -PLAN I.E 12 "(E)= 339o8(NEW) 3Y %e! "e. ✓, CONTRACTOR TO VERIFY LOCATION & I_E- _: >t I - 1 RIVER RIDGE PRIOR TO CONSTRUCTION RE0.`4ENDE D F ,y 13258 �0- DESIGNED MD 5/13/91 FclsjtR DATE FILE NAME: 89041 FOR App OVAL ....... c\ AS- FjU /LT- SA�SrK�tST Pry o/L /o Z9/9Z D. DGL t 1 PER REVIEW 9/27/91 ASP MILD 10/3/91 CH--D: MD SCAi.E: 1 " =20' FIELD BOOK PAGE tr0. REVISION I BY APPR DATE I APPR04TiD: _ SHEET: 10 OR 18 s IA I I I I I AI I I j Y I AL I I I JL I i s IA I I I I I AI I I j Y I AL I I I JL I i