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p 1 A, 14135, 39 CFF-&lE SAN S�WER ;z-,,A. 0+00 SAN SEAER T�RCUGr 1 ',T 11 STA_ 0+00 = S-A 'z-35 19 CF;7- S1 S S cz-BUIT cEPTIFiCATE RIM, c. -35905 A, I.E. HEREBY C'"ECKEU ffBr�; 5:V"HERW OF.-.-MD SURVEY I�E. 8- w)=Oczr 4 NOTE: f6FWC;RMF0 F1 ;-,r- UNDER w DFIEcTm -0-1 4.65, 2.5'R T. TO - C.R. No. 14 - TYPE I ALL STORM AND SANITARY SEWER MANHOLES, CATCH BASNS, AND INLETS X_ q-TOW DW a- SEWER "An m SHOULD BE EQUIPPED WITH PRECAST CONCRETE BOTTOM AND SIDEWAI LS EPDXY ST C�25 51, 5' R WITH RUBBER GASKETED JOINTS BETWEEN SECTIONS, WATER TIGHT-EP- M I.CrAT1,01 -/SOL'[) LCCKING Ll C, KvM. LOCAnDN 0 VERE LOCK" RLV EL.=35873 GROUT PIPE ENTRANCES THROUGH WALLS, AND BITUMASTIC COATING 0� A'_L j . -1 PERT. LOCATM se, 53 INTERICR FLOOR AND WALL SURFACES, MANHOLES, CATCH BASINS, AN2 mor," z 3 5-5,33 11 INLETS SHOULD HAVE NO LEAKAGE WHEN HYDROSTATICALLY TESTED AT ATMOSPHERIC PRESSURE. JOINTS SHOULD CONSIST OF "HEAT-SHRINK" WRAP, STANDARD CORREGATED pm MIN FIN, FLOK Et-EV = 359.2 COUPLING, AND FULL PIPE BAND CLAMPS. ALL SANITARY SEWER MANHOLES NOT IN PUBLIC RI HT-OF-WAY SmALL 6- P,C HAVE LOCKING LIDS. PLUG MIN. FIN. FLOOR F-WAY I E =35E CA 9 ELEV. = 388.0 ISTP- O-S5. 2.5-iRT, - TEEI C . JVo, 13 - TYPE I 1 �O A FL FS \ \ \ e ® \ c +26 17, 5' R- 10 WN. 71N_ FLOOR ./SO! - 1:1 _-,KNG LID ELE'V-' 3811-8 RIM EL = 3 &9,4$ zF �,z MIN. FIN. FLOOR ELEV. 384.4 o 49 EQUATION STA-,-12.70, 2-50-LT, ESWT. 3.37.43 j S. 6TH ST. [EXTEZE10 FIN�' FLOOR �O - 15'S- MIN ELEV. X7&0 EQUATION 3.24,84 q. S, 6TH ST. (EXTENDED3 0.00 5 IV STORM EWT, Pc uG /2 -,9 9- LUG II E_= 517- 7- C� --- -0 8- PVC c -O� C \\ v 10, (TYP) 6"PVC PLUG IF= 371 7 6PVC PLUG C- 4C, A 39'124 S- S -W.H. No. 2 48- SOUTH 7th CT. STA 5-111, 03 5' R I Ca 6"pvc -LUG MIN. F 393.7 At (p 6 PVC PLUG 1v as _3 IN F-F ELEV. = 390_31 1 G -A- PZL",/ /z,7 = 54r MIN- FIN. FLOOR S.S. H. JVo. 1- 48 RIM EL 389.5389.5.F 4 ELEV. 367.'0 i LE_ 8 f,)= ,Al STA. 7--�3&.12, 15'R,7 MIN. FIN. FLOOR LE_ RIM Fl_ 373.49 F (W)= 38, �78 OUT ELEV. 388-6 I 8 EQUATION \ST& 4+16.30 S. 7,TH C EQUATION STA 3+76.12 SAN" SEWER 3-60.66 li LINE THROUGH LOV�ll il5' S.S. ESIlrT_ (EXIE?ZED) 4-1&-90 S. 7TH CT_ S SJUX. ,Vo- 4 - 48- -11 Jt STA, 4+1431, 507 RT. RIM EL=370.85- MIN. FIN. FLOOR V I I_E_ 1 isw.NE)= jAi El FV, 386-7 a -4 z3,- Z-5_ MIN. FIN. FLOOR co FLEV_ = 383.1 0 5z;?. 3 ,X7. ;y Lu6 MIN- FIN. FLOOR ELEV. 373.35 J.- RECOMMENDED C SCA�\_ GRAPHI FOR APPROVAL 4 BY 20 W -GG IN DATUM: U-S-C-&- G.S I i.A_ -0 fL BENCHMo. 260 ARK: CITY OF RENTON B.M. B-M. RECOMMENDED OR APPROVAL SHALLOW M.H. CHISELED SQUARE AT BACK OF WALK INTERSECTION, S_ S. M. It Alo. 3- 54- S N_W_ CORNER SOUTH ST, & HIGH AVE. S. - EE DETAIL, STA_ 2+93.-5Z, 5' RT_ SHEET 14 OF 18 ELEVATION = 357.87 RIM EL _37439 !E 7— J�HECKED FOR COMPLIAME I rl A z., rt, - 1, p 1,E. 8-(NE)=cu7' N 01 TO OfflY S 1ANDARDS 'IT OTE c� Ir �I_ C�� F, TR = 1-T FOR TRUE Date SEE SHEET,4 POINT OF DEPARTMENT OF PUBLIC WORKS 7 �-2-1 e_L. ---OF HONING RIGN FOR STA SAN PLAN C SEW./S.D. ' RIVER RIDG E WHEEL CHAIR DATE DESIGNED- MD /13/91 FILE NAME 89041 �55 915?Z DRAWN: DIG PER REVIEW 9127791 AF ASP MUD CH PAGE ET 8 OF' 18 REVISION BY APPR DAIE APPROVED SHE ,A/UfP -54-2039 I I I I I A I I I I A I I I A I A I A I A I I I A I I I I A I I 1 11 1 -A I 0 z w m + Z 0 U + Q 395 M a ^ 01� m 395 Z Q 390 - - - - - 390 0 8- WATER 1 - E FINISHED C-R.c. c -... '.2- S D 385 - 0 1 385 EXIST. GROUND Q 380 _ tz° s.o" I 380 I STl.� 7� -s8i2 is'.PT - -� - -- s Ef tN . H/c / -48 m t� Y �c S lw�= 303.7 - aU"17- n o I 1 PZ(c -r° - 393.40 I v A �L vim¢ a 375 - T '� 37a 2° S c �go8 %5 � 13a¢ss $ _ a 370. e9� Pv _. J1 g!svw)= ✓ 3 370 - - I 122' - - Pvc 365 365 STA. 2 +93.5 RT. M'4 ! STA. 4 +14.31, 5.0' RT.y S.S.M K No. 3 - 48° Z t S.S.M.H. No. 4 - 48" RIM EL =37439 W% y \ RIM EL= 379.85 I.E 8 -(SE)-,,V �� I.E. 8 °(SWNE) = /A/ 360 1.E 8 °(NE) -cur ! -9 1N v �" y I.E. 8 "(NW)- ouT _ .. - .. SHALLOW MANHOLE `h h (.... -... -. - -- -- -- - -- ----- ,e =.. -.. //9Gw/.✓. _ 3 725---- --- .._.- ..----'--- ---- - -- --- -- ------._..- . -- ..- -. - SEE DETAIL, SHEET V9 OF 18 I 6 +00 7 +00 8 +00 ?1 cr _ 2 +00 3 +00 4 +00 5 +00 ___ _ _ _ _ I _ -._ _ _ _._. _ _ .._ _ _ _._. - _ 385 SOUTH 7th CT. I N 380 DA7U11W EXIST. GROUND\ W _ - i j p \ 8 375 375_- DATUM: u.s.c.& c.s. 370 ! 370 BENCHMARK: CITY OF RENTON BM. No. 260 - - _ ._ _ _ - - - - no - -!- CHISELED SQUARE AT BACK OF WALK INTERSECTION, N.W. CORNER SOUTH 7th ST. & HIGH AVE- S- iELEVATION = 357.87 365 - �' _ 1 - - - - 365 STA. 0 +2.51, 5' RT. i _. - -_ - - 1 STA' 5-0' RT- C.B. No- 14 TYPE I ( S -S -M H No 4 - 48" ./SOLID LOCKING LID t7`l i RIM EL 379F5 RIM EL.=358 78 S ; STA- 1 +26.17, 5' RT. j q �+ cpEp C -B- No 13 - TYPE I I f AS-i3,. ,,�.i i 'i Tlr':�fiY E 8-(NW)= = ,2- 360 360 .E .z t� > -3sss3 •� + ! .... ... _ -. 1.2 - ..... I. -.... W /SOLID LOCKING -LID - - ---- ----- - - - - -- -------- ----------- --- ------ -- - -- - - - - - -- - -. _.... - - - -- -..... ......- ........................ - -- -- - - -- _ t -- AFi2'7w�c35S.33 !'' I RIM EL 3 948 " `BY Fr a +c :e eo T n ? �E L/1Cf/? /mow/ 3/7ZS - RECOMMENDED I18 we :b I t LI �:R1EY I FOR APPROVAL a i it /Z' /.vwJ =3lS /g r @ 4.5/0 a .._..: � s� 3[RF;.Tsou 8 r. i L c _ _ _ _ _ 2 - - O - -- -- - - -- SA.. ir cR WATER SY$EI � � B Y � 381 a L-CA KA )( ---hlM BIZ LOCATM 355 355 F,F- LmiN �4�rNSlti uYERL e No. Y2ot ,,i I i C uT.s_a � C g' I N y P u -0 SNP I �• 5 - RECOMMENDED (SEE Z 9 L >nL FOR APPROVAL 350 BY to (SEE I STA. 0 +00 = STA. 14 +35.39 (OFF -SITE S -5.) S.S.KI.H. No. 5 - 48•' I i CITY OF� R]ENTON RIM EL— 3.590.5 I DEPARTMENT OF PUBLIC WORKS I.E 8 °(SE) =..v 4 +00 LE 8 °(W) =ca7- is � e,!!.9iic!= 34Y�*G' i I , ✓ v � 09 �", SAN. SEW. /S.D. - PROFILES RIVER RIDGE 0 +00 1+00 2 +00 3 +00 13258 DESIGNED: MD DATE: 6 /1_`.j /91 FILE NAME 89041 1 777777 EASEIIIENT -LOT 11 FS; �IStce�.� Z l4S -9 -f: - ST�iS✓ sFVI a.3c, /Z DRAW". DGL S! �V C[��. 1 " =20• HORZ. FIEllt BOOK PAGE +A L• 1 PER REVIEW 9/27/91 ASP MLD 10/3/91 CHEC:�D: MD = 5• VERT. NO- REV-L,ION BY APPR j DATE APPROVED SHEET: 9 OF. 18 I !j I I I I I tl I I I j l I I i I I I I I i i 1 1� i i i I i Yi a �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 350 350 I = = EXIST. PVM" ej 345 � - _ _ _ 345 - 3 92`-.p'cP�e4�� 340 AS -BUILT CERTIFICATE I MEALY CERTIFY T'4! THE FCLLOW%IG GNECKE0 ffen' _ SHOWN PEREQN ARE 4 HkStPT OF s 1ELD GUM 1 PERFORMED Of I GA- :ND. UNDER MY DlP1807I01% : O0,4 9 360 _ _ .. f - 340 - -, 360 - -- - O OTHER � A a7- EXIST. GROUND DATUM: U-S.C.& Gs. � 0 BENCHMARK: CITY OF RENTON B.M. No. 260 ��Fe4,p��lUn CHISELED SQUARE AT BACK OF WALK INTERSECTION, N.W. CORNER SOUTH 7th ST. & HIGH AVE. S. ELEVATION = 357.87 ®e do /o /z9 /9Z DRAIM DGL 7 °_ZO' HORL. 335 PER REVIEW 9/27/91 ASP MLD - - - FR 355 SCALE: ,°_ 5' vERT. V REVISION BY 3419 335 - _ ISS-MH SHEET: EXIST. GROUND �' - __ --- - - - - -- (SEE SHT. 9 of 181 - -- No' 4 350 -- - -- -- - - �a a FROM 350 - -------- -- ii ST ;9 " S- A A. 14 +. .21 = 0 +00 (ON -SITE EXIST Pv1J'T- _ - - ` I 1 S S M H. No 5 - 48 330 v '... �' a y �� 330 sraCeif �.7 48 -4,7- LE 8 /,I/ I E 8” w) ovT 345 - - - -... . -. ........ . ... .... _ -.- ._ jy. �� - L Q Q C ...- % �, 6 61 - ...cv /sdti�- tocX� %v6 ZiD. -_ A/-W E - 345'• » _ __.__.- - ----- -__. -- - _ - - - -- STA. 10 +98.01 - ._ ... S.S.M.H. No. 6 - 48" RIM EL =34509 i STA. 14 +36.74 5 RT_ = V - - - - - - - - - - - -- ---- _- (� a• pVC /6rZ lE> =34/.27 /r. !2' (s)_34/.47 325 - C.B. No. 14 - TYPE I �• w /SOLID LOCKING LID V 2!/Z¢� /c. /Z'6.v�c34/.27 E- 8- (E) = /A/ LE. 8 „(N) 340 ---- - - - - -- --- - - - --- - -- ----- -- -- -- - - -- -- ---- -- ---- - - - - -- ---------- ---------- - - -1V1 - -- - - - - -- -- - - -- -_RIM- V1 le 12 V =ou7- 325 ye rnq C.B. No. 15A M j STA. 11404., 4.3 LT. 335 _ X� ay - - -..ti�h QQ -- - -- - - - - - -- _ -- - - - - --- -- p, h 1 w /SOLID LOCKING LID RIM EL.= 344.28 320 4 �-'--.. - .._..... -_. __._. _.- ..._..__ ._.... ........ .. ..... -. ... .. . -. -... _..... - - -- - -...- - -- ---- - - - - -- -- LE_.12 "(-S-N)- =339.o8(EX1ST-)� �- -- -...-- -' --- - - ---- ----- -.. --- 320 --- ----- I. E. 12 „(E) = 33 9. o8(N E W) CONTRACTOR TO VERIFY LOCATON & I.E. _ PRIOR TO CONSTRUCTION 2 315 1oS9 "- 8- PVC 0 os�% a 315 1 x S.S.M.H No. 7 - 48' RIM EL. 327.2$ $ b h \ , J I.E. 8 "(S) /w/ - !c gC. I.E. 8 "(Sw) =oc/7 _ Ny_ 3!735 310 k - - - -- - 310 7 +00 8 +00 9 +00 10 +00 11 +00 ESM'T. —LOT 12 HIGH AVE. S. 12 +00 FOR APPROVAL 13 +00 Bv_ `1aE .1 f -E qL SOUTH 6th ST. PO N 3258 e Fss �NASL t 14 +00 Z N0. AS -BUILT CERTIFICATE I MEALY CERTIFY T'4! THE FCLLOW%IG GNECKE0 ffen' SHOWN PEREQN ARE 4 HkStPT OF s 1ELD GUM 1 PERFORMED Of I GA- :ND. UNDER MY DlP1807I01% : O0,4 9 360 - - -- _ -_.. - - - - - - - -- -- - -- - -- -- - -, 360 - -- — PROFILE O OTHER RIVER RIDGE A a7- oArE DATUM: U-S.C.& Gs. BENCHMARK: CITY OF RENTON B.M. No. 260 ��Fe4,p��lUn CHISELED SQUARE AT BACK OF WALK INTERSECTION, N.W. CORNER SOUTH 7th ST. & HIGH AVE. S. ELEVATION = 357.87 ®e do /o /z9 /9Z DRAIM DGL 7 °_ZO' HORL. PER REVIEW 9/27/91 ASP MLD - - - FR 355 SCALE: ,°_ 5' vERT. Ftetn WOK rece REVISION BY -- _ . - - -- - _ ISS-MH SHEET: EXIST. GROUND �' - __ --- - - - - -- (SEE SHT. 9 of 181 - -- No' 4 350 -- - -- -- - - FROM 350 - -------- -- ii ST ;9 " S- A A. 14 +. .21 = 0 +00 (ON -SITE EXIST Pv1J'T- _ - - ` I 1 S S M H. No 5 - 48 RIM EL = 3:5-3O 5- „(SE)= �� LE 8 /,I/ I E 8” w) ovT 345 345 c dwAl - 34 °. i STA. 14 +36.74 5 RT_ = I y STA 0 +2.51, 5 RT. (ON SITE) - C.B. No. 14 - TYPE I �• w /SOLID LOCKING LID 340 34i.9• EL-358-73 340 ---- - - - - -- --- - - - --- - -- ----- -- -- -- - - -- -- ---- -- ---- - - - - -- ---------- ---------- - - -1V1 - -- - - - - -- -- - - -- -_RIM- V1 le 12 V t1 ye rnq 335 M j XIS 335 _ X� - x •a - - -..ti�h QQ -- - -- - - - - - -- _ -- - - - - --- -- p, h 1 fi L. `1i1 H- � 12 +00 FOR APPROVAL 13 +00 Bv_ `1aE .1 f -E qL SOUTH 6th ST. PO N 3258 e Fss �NASL t 14 +00 Z N0. w � A I I I I I AI I I I I I I I I I I ( j I A I I I A I I I Ix I II I I Y I AS -BUILT CERTIFICATE I MEALY CERTIFY T'4! THE FCLLOW%IG GNECKE0 ffen' SHOWN PEREQN ARE 4 HkStPT OF s 1ELD GUM 1 PERFORMED Of I GA- :ND. UNDER MY DlP1807I01% : O0,4 9 16TORM DRAWN Z SANITARY SEWER WATER SYiIBI DEPARTMENT OF PUBLIC 1 HORL LOCAT•.)N E mv- LOCATION C 4m LOCATIDA FORAP`PROVAL PERT. LOCATION A(VERL LOCATION O VERI: LOCATON — PROFILE O OTHER RIVER RIDGE A a7- oArE DATUM: U-S.C.& Gs. BENCHMARK: CITY OF RENTON B.M. No. 260 ��Fe4,p��lUn CHISELED SQUARE AT BACK OF WALK INTERSECTION, N.W. CORNER SOUTH 7th ST. & HIGH AVE. S. ELEVATION = 357.87 ®e do w � A I I I I I AI I I I I I I I I I I ( j I A I I I A I I I Ix I II I I Y I CITY OF' RENTOIN- RECOMMENDED DEPARTMENT OF PUBLIC WORKS FORAP`PROVAL SAN. SEW. (OFF— SITE) — PROFILE RIVER RIDGE A a7- DESIGNED: MD DATE: 6/13/91 FILE NAME 8$$41 / a.SBU /L: = STo�P�rjsssrisrw o6L /o /z9 /9Z DRAIM DGL 7 °_ZO' HORL. PER REVIEW 9/27/91 ASP MLD 10/3/91 CHECKED MD SCALE: ,°_ 5' vERT. Ftetn WOK rece REVISION BY APPR DATE APPROVED. SHEET: w � A I I I I I AI I I I I I I I I I I ( j I A I I I A I I I Ix I II I I Y I STi57. S: 3! • � �` _ � Pvc Pfu6 374 EQUATION c S_S.M.H. No. 9 - 48° / 4+94-14 :JFF -c SAN' GE•ae2 = I �, . �� � � .. STA. 5+32-14 8.60.66 BEACON, r- S \ RIM EL 3,5.05 LE. 8-(SE)=/A/ — — — — — — — — — — — — — — — — I.E. 8° SW) =our - S A. 8 +60.fi6 38'RT. - BFJ1C AVE. / S.S.N.K No. 10- 4$° STA. 4 +5614 �• oc \ ,� / 35 / _5�'tn 3f �" RIM EL= 323.91 I.E. 8'(N_)- ry Ae. Q !f/A .V. LE. 8' S =ouT = 3rZ(o7 I Aid•'4VJ0�S9Z � / / .. _ ,y4 /� / O STA. 8.60 , 4.78'RT. °,F9 ®�' Z, }' / 370 371 STA. 6. 17-34, .78 f_ - AVE ♦Z c NOTE• L03TK @ OL'17L , ..� \ 9 AVE =0+00 - BEACON �10 1 2 0 i I � E g.q p2 / ------ - - - - -- 5 \ \� sp�-3 S.S. M.H. No. 12 -48" a_ =� �t L� 1 JJ '•... 9 e STA 2 +16.42 3 F_ S• o c / RRIM fL. =39615 -o E 5 (N)= 302.75 (EXIST.) G I _ LE 6 "(S)= 302.72 (REMOVE EXIST.) I - \ 5 \ �2 d / / pr P o 0 I f 6 -(E)= 302:88 (REMOVE EXIST.) I A I E 6 (E)= 309 30 - DROP (RVAOVE EXIST_) l \ / \ / 1. E. 8 (S)= ourr!Jl 3 \ �5 • \ y j !E, fi'C!/9vr/= 3cZG1 I z i< y ?Eycdeet> \\ S.S .6+ H04No / I- 99 f ' ✓ 334 �..,,- 340 I 5'74. ZAo-c 3 _ . ` \\ RIM EL.- 3Z$. 21 / -- REMOVE & REPLACE EX. SSMH / - G FPVC -TOP t \ I.E. 8° NE =iu WITH NEW 4$" M.H. _r �. °- I ICE-x.sEPVicE \ \, ` \ I.E. 8-(NW)=-'a;1 rc �</19ut!- 316.rg/ \1 - \ @ STA. -7. 48.15, 3B'RT. BEACON AVE. V1 85 \ ZC - -- — \ N88'31`J2 W ;' 3 +00 - - - - -- l - - — — i C' ASPH !, ALLAY ` 954.8 - 8= PVC ®S74 - y t a � _-; 4_ Z t8z - o i G'Pic -roP ° , 332 REA4011E & REP! EX_ SSMH CFx Sc.Pli /fF _ �O NOTE: WITH NEW 48 h9_H. \ \ \ \ \'<' / fl I REPAVE ALLEY UPON \ \\ \ \ 9t - N _ COMPLETION OF •� SEWER .INSTALLATION a 330 NOTE- S.S.M.H. No. 11- 48' �l� \ \v�` RESTORE ALLEY UPON �`y„ STA_ 33-79.19 ' COMPLETION OF �• \\ (. \ \ SEWER INSTALLATION RIM EL= 325 -23 iE- 4"(SE) (DaST -)= 320.14 - — — — — — — — — —07 — .� — _ 9 E- 6'(S) sEx1ST_j= 320.14 .� v� A� \ \ �� \ \ 6- (W)- (REMOV'L EXIST_) yF\ \\ \` - \ ±c — — — — — — — — - _ I E. 8'(N)= rw/ — 1 E. 8'(1V)— ocrT(.rrEty� � \ \\ STA-5-32.85 , 4.713l -GRANT ST_ — — — — — — — — � — — \ \ ' 9mTE• YON @ 6VTX- 7TH 8 GRANT ST. +" 's \ RAGE 325 = 0-00 - GRANT ST- v NOTE: LOCATION OF SIDE SEWERS ARE a I UNKNOWN. LOCATIONS TO BE ASCERTAINED IN THE FIELD BY CONTRACTOR. ALL EXISTING � .v V \y lANi, \ c SIDE SEWERS MUST BE CONNECTED 10 NEW �G \ \ 4 �� \ \ _ \ s PAD SANITARY SEWER LINE. � E �_ ���� V, \�• I, �� �'.. N \ — — — — — — — — — �� L � {/L11[� r ca¢1 =s:r T;:' . " -E HDLLOV94; C 1ECKED ITEM tS1 -MM 69E1l •.9L a .It WT OF, $Q SURVEY -J \ \ \ - M FMM B • : A. N0- W)ER MY DIR6CT901L. \ is7oAY DRdVNtie# SWTARY SEAU W&M srsi®II �• TO �' \ v s N\ . K�AS - ( ' o rawt. Loca;.x+ Nora. LooaroN e � Lac+►n� • � � ,aF a VET LocA M LOW= CIVERE L001 ow 'try \ 320 Bones 1 I DATE 326 r%cA1odED REMOVE &REPLACE EX. SSMH WITH NEW 48" M.H. 4 - 3 t S. S.M.H. No. 13 - 48,. STA- 0 +00 300 JI J -- 302 RIM EL.= 317.27 I.E. 6 "(S)= 300.55 (EXIST.) I E. 6 "(N)= 300.26 (REMOVE EXIST.) I.E. 8 °(W)= ocrT (EXIST.) I.E. 8 "(N)= 1A1 ,r.VEw,) GRAPHIC SCALE 1 inch = 20 fl DATUM: use &cs. BENCHMARK: CITY OF RENTON B.M. No. 260 &a-- CHISELED SQUARE AT BACK OF WALK INTERSECTION, N-W. CORNER SOUTH 7th ST. & HIGH AVE. S. ELEVATION = 357.87 \N 0 ! �.aF Ac F RECO} MENDED FOR APP 04AL zss �o • �e !/ /;f16Sl6�Fsl r114A c � BY Ar0 S raNk L EyG\ N!F?SrF_4+9IaTFt; ANC- 9NEEli I��ZI I 1 Z 1 (I NO RECOMMENDED FOR APPROVAL PLqn'RV ,95 -8(/rL 7-- SfJ/15�:2! o5L #LDI�/3/�I� PER REVIEW 9/27/91 ASP REVISION BY I -PR. I DATE d\ CI'TX 07F' III =I�_TTON DEPARTMENT OF PUBLIC WORKS SAN. SEW. (OFF /SITE) -PLAN RIVER RIDGE DESIGNER MD DATE 6/13/91 FILE NAME 89041 DRAW Dl CHECKED: MD SCALE: 1"=20' 1UM IMK PACK APPROVER SHEET: 12 OF. 18 u Li 330 'a 330 1 � EXIST. PVP.1'T- 325 - _ ---1 -- _ 325 1 EXIST. PVM'T.\ 320 \ 320 EXIST. GROUND ' ` RE 0'JE) ( 315 - -- -_ =- - - - -- - 315 I 643'- 8" PVC 310 -," @A3-'p 310 _ _ _ .._ ..- - - - -- - -- - . - -- - - - -- ' .. . X54 8 _ 3_ 05 _ _ _ - Q 2 _- .. a . -- - -- - ; I REMOVE EXI ST. SSMH & REPLACE N V w /S. S. M.H. No. 11 � h 48" � 300 - - - 9 2i6.4' - 8" DI (C 50 @�24 % RIM EL.= 325.23 _ -- 4 (EXIST.) - p t 0� I.E. CTR. CHANNEL = 320.74 EXIST. 300 .... .. . ... ....... ...._. ...- .- ....... . -.. - STA 2 +36-42 - -- -... h N - y 4 "(SE)- (EXIST.)... -.. STA. 0 +00 REMOVE EXIST. SSMH & REPLACE: 6°(w)- (REMOVE EXIST.) REMOVE EXIST. SSMH &REPLACE . /S_S -M -N. No. 72 - 48" w S- S-M -H. No. 13 - 48" RIM EL =316JS 1 -E. 8 "(N)= / "W -T. LE_ 6 (N)= 302.75 (Ex157_) E 8 ( ) vrCvEw) 295 RIM EL.= 317.27 _. -.. --- --- . _.___... ..- - -. --- ---- ------ - -- - - --_.. -------- - - -iE_ - 6-fS)= 302 -72 -- (REMOVE -- EXIST_)-------- - - -- 295 I.E. 6"(S)=3=55 (EXIST) .. - �C - 4yivw/ 3i/.53� - - - - -- - - -- ---- -- - - E. 6'(N)=300,26 (REMOVE EXIST,) :-E- 6-(E) =30288 (REMOVE EXIST_) 1 E. 8 (lY)= OvT (EXIST.) I -E_ 6 -(E) =3/009 �0 - DROP (REMOVE EXIST_) 1- E.8 '(N)= iwl (,�;cw) I_E_ 8'(S)= ,s;ar6.,e V�) lc• gc.sty ✓.v. = 1>'9.9z' T cc�.vut/I- 3ozG/ 0 +00 1+00 2 +00 3 +00 4 +00 EASEMENTS IN LOTS Z In N J � 33' 0- > - -- - - - - -- �o - 33- ' - -------- - ¢> a a . o 3 Q o -- -- - - -- - - - - -- - -- -- - - -- - - - -- - -- - - 3. a 3: EXIST. GROUND AS-BUILT C ER T I F1C/TL Q = F It m - - - I HEREBY CER17Fv T rNE FOLLOWNG CHECKED REM. 325 // EXIST . PvM'T 5' in:'3' 15' __- ___� -�_ -- ---- - - - - -- - �-.. -- - -- - -- - - - -- 325 PEPIMRIHIED B S'LA. �,.NC U`LINDERR AIYDRECTTON.. .. -. _. -....- __.f --- -- - - -- - -- -- ----- -- -- - ---- - -- ---N - .....-............ .- . ..... . -- - -- --- - ----------- - ----- ---- ------------ - ------ - ---- ----- - - --- - -- --- - - -- - -- -- v ._.._ ---... -. - _ -..- -- - - - -- - - -- - .._.. -.__. _._... ------- - - - - -- lSIM DRNNWIE SANRARY SEINER w,,ATER SYSTEM - - - -- _ VA !d HORL LOCAT'JH RHORL LOCATON L" 'm LOOATON ` �- ANODE CARL , B VERF LOCATION VERL LOCATOR ❑ vW LOCAnON ti 2uG - ' i. W ODTHER 320 a 0 - vy 320 DATE DATUM_ U_S -C_& G_S- TOHtN OQ WASp� ... ..... ..... ..... .. ...... .. . .. .. .... .. .. .. - -- -- _ - -_ -_- PVC @_ O._s. 7_ % - -- .- _ _ - - -. -- __ -- -- -- - -- -- 3-- -1- 5 - - - - BENCHMARK: c OF REN TON B- No. 60 315 15MIN- 8- SE - - _ - - _ -_ - - - - - - -- - CHISELED SQUARE A T s A CK 0. W ALK INTERSECTION, PARA RON N_14 CORNER SOUTH 7th ST. &HIGH AVE. S. 12° D-1- 09' 6 PVC ® 2.66% ELEVATION +�- = 357 -87 STA- 6 +43.04 W o e _ g4.3'- 8" PVC ®�3S% ! PVC @G7Z� S- S -M_H_ No. 8 - 487 ti � 4% Law 8" PVC SAN. SEWER 310 i RIM EL Z ?/ a F 310 - - -�- STA. 4 +56 -24 STA 5-"x32 i4 -- - -.- I E_ 8'(NW) =c//T er -.ti;: FILL WITH SAND U •- S S M_H No- 10 - 48" S S M -H. No. 9 - 48" /c �� - 3/C RIM EL=323 -91 RIM EL=3Z5' o9 L I.E. 8 "(NE)= tn7 I.E- 8 °(::E)= /.V /E. �c' CN9N�/. c 3/3.23 c i IA I I I I I Al 1 I I Al I 1A I A I I T I Al 1 1A I i i 1A 1 I I i I A) I.E. 8 (S)=our I.E- 8 (SW) =ouT A 1 A !c.¢Lf./.9.U�t% =3 /Z. (o7 NOTE= NOT TO SCALE 75' D.I. (CLASS 53 RESTRAINED JOINT) CASING FROM SSMH 9 TO SSMH 10 WITH CONCRETE PLUG AT EACH END. TRENCH NOT TO EXCEED 3G" IN WIDTH. SHORING PALL BE REQUIRED AT WATER PIPE CROSSINGS. I -5' MIN. VERTICAL SEPERATION. USE PEA GRAVEL _ 4 +00 OR CDF BACKFILL. 5 +00 6 +00 7 +00 CITY OF RFNTON GRANT AVE. S. SEATTLE PIPELINE R/W (BEACON AVE. S.)- D ES 'T. -LOT 12 DEPARTMENT OF PUBLIC WORKS SAN.SEW.(OFF- SITE) -PROFILE RECOMMENDED RECOMMENDED _ RIVER RIDGE FOR APPROVAL FOR APPROVAL BY 4f, 258 `� JSJ�WA` 3 DAL LC �Z9�j'�Z DESIGNED: MD DATE- 6/13/91 FILE NAME $9041 DGL BY e �-E-4c <O I2iS I ll�l9e I E�G� 2 PER REVIEW 11/8/91 I KK MLD 11/19/91 DRAWN: =20' HORZ. SCALE: R.. BOOK PIG@ MD 5' P�reN AF -V /FYV NgStEyyyTER ENC/NEEIZ .A �� v` 1 PER REVIEW 9/27/91 ASP MLD 10/3/91 cHEcKED = VERT. A ,038 NO- REVISION BY APPR DATE APPROVED: SHEET: 13 c i IA I I I I I Al 1 I I Al I 1A I A I I T I Al 1 1A I i i 1A 1 I I i I A)