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HomeMy WebLinkAboutS-054201`Y SSMH ALL THAT POR770AI OF THE NORTH 112 OF THE NORTHEAST 114 OF SEC77W 31, TOWNSHIP 23 NORTH, RANGE 5 EAST WM. LYING NORTHERLY OF THE NORTHERLY MARGIN OF SOUTH 1780th STREET (SOUTH 43rd STREET); WESTERLY OF THE WESTERLY MARGIN OF SPRINGBROOK ROAD (TALBOT HILL ROAD) (96th AVENUE SOUTH); EASTERLY OF PRIMARY STATE HIGHWAY N0. 5 (EAST j VALLEY FREEWAY). LOCATED ON SOUTH 180th STREET (S. 43rd STREE7) BETWEEN VALLEY FREEWAY ON THE WEST AND 96th AVENUE SOUTH ON THE FAST. _ t ` /`A L E l J7 20' KING COUNTY TAX ASSESSORS NUMBER 312305 -9002 / 1 / I VERTICAL DATUM CITY OF RENTON BENCHMARK 111 602 I 56 CHISELED SQUARE ON 774E NO.R774WEST / CORNER. OF 2x2' CONCRETE BASE OF IX SSMH UGHTPOLE IN FRONT OF UWTED GOOD ' EX ST MH INV EL = 50.0&' 8' N4-S' NE7GHBOR ON THE SOUTH SIDE OF �3 ; 58 RIM EL = 57.99' (O 12' ESE SOUTH 43rd STREET O INV EL = 5224'27" SE+NNW �� ELEV. = 10230 60 58 1 EX. ST MH TYPE 2 48' \ ' i RIM EL = 6225' INV EL = 53.65 2Y SE +NW ORDS,OUILpiNG 62 GRADE 6IM Td NEW NE \ 60 gTL,N ,, NEW IE 55.23 -8'c co V -_ \ � NEW AC. PAVING WITH � _ �i N _ \ / ' w 11 CURB I V I / 991 I CLEAN OUT IX SSMH61..�� ... �,...,. 1J U�4UVU� �f LiVUI� Chin Hills �� �Bldg L VaHey Medical Center ?I0 m z i ! J V/ °° Y �ij Gum 7 'Ir r ` ROJEOT AREA ti to 'STA 2186.62- PROF: LINE S 8236 -[� \\ 6299 \ J w `, ' r STA 7100 62•� `/ 8 \` STA 1.89.50 27LT BASE UNE \ 2 a� \ x 6f ;:....r�.T f7 �. \ CURB INLET \ s�so 3 8285 \ \ COMMUh1CA7701VS RIM < 6).40 °-- ` EX SSMN VI _ 3Q 1 �eLagy I� 15 1 \ VAULT lE = 58.40 8'°W —RIM EZ = 67.05' 6'j ` t O 1 / • �i � \ \ INV EL = 59.25'8'N+ ! �V `'� \� 35LF 8- D1 CL 52 �� x617'37_ �}.-- LITHOTR7PTER TRAILER /'/ `i a _ VAULJ3 N\` \ 2+ 1.31, 14.85'LF`�`-- \ o \ _ -- 6 \` REMOVE EX_ LANDSCAPING li.e. S _ ! BS1 STA 2176.31, �4.85'LF i x� 10x13'x10 THICK CONCRETE \ 11�� Ctl 7RAILD7 PAD. �LrID cDRes AS NECESSARY TO PRgVIDE 2irlOxl2' 7, CONCRETE— SEE ARCH. STMT A2 ELECTRIC \ \ ADEOOAYE SPACE FGR INSTALLATIbbN OF TRAILER PAD. 1 LITHOTRIATOR. e ```\ SEE ARCH. SHT, A2 i •� J.B. oO qq `�\ 1 RIM ELF-- 6287' II INV EL = 5&3%27` MNW S �O \ \\ INV El = 56.37' s�'��E h� / _ \ \\ s `�P��9f 62r 01 i ``�� \'S`p �` B sg•fY ��y I 614 (/\ \ 1 R 5-1/2° VAULT `� :.. .. CO SLAB SEE ATER PLAN SHEET \ i' �S C2 01 2 FCR FIRE HYDRA T NG - / SVIL RIM ELF 6238' \ \ / I,NI! EL = 58.79 12' W INV EL , �NGL ©SCR C6 f p 0 RI EL = 60.79 INV 1 59.08' 8' W MOOM AM= `'WATER" ACCORDING TO Jv 1. BEFORE ANY CONSM UCHON' OR DEVELOPMENT ACTIWTY OCCURS A 9. ALL PPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PROWDED BY CUENT C / QO,Q. ! I 3' COMPACTED DEPTIH CLASS 'B' PRE- COMSMIJC710M MEETING MUST BE HELD NTH THE CITY OF PREPARED FOUNDATION IN ACCCNIDANCE NTH SECTION 7- 023(1) OF \ � L � ASPHALT CONCRETE RENTON PUBLIC WORKS, DESIGN ENGINEER THE CURRENT STATE OF WASHINGTON STANDARD S ECIF7CAPN FOR ROAD AND BRIDGE CONS7RUCTI0IQ THIS WALL INCLUDE NECESSARY WATER f -1/2' MIN. COMPACTED DEPTH CRUSHED 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE '1988 r / METER ' a LEYEJNG OF ill_ I7HEJJCH BOTTOM OR THE TOP OF 774E FOUNDATON � SURFACING TOP COURSE STANDARD S'ECIACATIONS FOR KOAD. BRIDGE AND MflMC/PAL MATt74/AL AS WELL AS THE PLACEMENT AND COYPAC710N OF REQUIRED 2-112 2 -7/2° M.N. COMPACTED DEPTH CRUSHED s \P P ' =q 1 CONSTRUCTION' PREPARED BY W.S.D.O.T., AND THE AMERICAN BEDDING MATE-i'a'AL TO UAWE RU GRADE SO THAT 7FfE ENW LENGTH I PUBLIC WORKS ASSWA7701V (APWA). AS AMENDED BY THE CITY OF OF THE' PIPE NHLL 8E' SJPP0R7D QN A UMF'OQ.iL` -Y DiJ' HSt (9NYIEDlNG VAULT SURFACING BAS: COURSE +° J vnAg m RENTON DEPARTMENT OF PUBLIC NORKS BASE ALL PIPE BEDDING SHALL BE APWA CLASS C' KIH 7FH£ EXCEPTION Or PVC^ PIPE ALL TRENCH BAaTU SHALL BE � GRAVEL BASE MAY 8E REQUIRED � reO •'��� � �� g � J. 714E STORM DRAIN SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE COAINACEED RT MIM 95X FQ4 PA MOOT AND STRUCTURAL FILL AND DEPENDING ON SOIL CONE /71QNS APPROVED PLANS WHICH ARE ON FRE IN THE Dc•PART IJENT OF PUBLIC 90.4 O7HERTXSF PER AS7M D- 1557 -70 PEA GRAVEL BEDDING SHALL `` 66 WORKS ANY DEM770M FROM THE APPROVED PLANS WZJ REQUIRE BE 6' UNDER AND OVER P.V.0 PIPE `64 ,t N UTTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF : PUBLIC WORKS DESIGN ENGINEER OR STORM Wii7ER 0T UTY. 10. GALVAN/ZED nFEL AND ALIJMNNULuMV STEEL PIPE FOR ALL • { s9fG 4 A COPY OF THESE APPROVED PLANS MUST BE ON ?HE ✓08 S7E DRAINAGE FACILITIES SHALL RAW ASPHALT MEA71ENT j1 OR BETTER � JtHENEVER CONSTRUCTION IS IN PROGRESS .^. CURB ,Q,s j"r`- INSIDE AND OU79DE Lr V I i B iR. PA 'W 11. STRUCTURES SAL NOT BE PMh'= W7HIN f0' FEET OF THE r�.� _ - . •e +•^°w i� ' 5. DATUM SHALL BE U.SG.S UMLEW 07HERfN.S= APPROVED BY THE SPRING LINE OF ANY STORM DRAINAGE PIPE OR 15' FEET FROM THE CHE FOR is4i3i'�L SEC % /�/� c CITY OF RENTON DEPARTMENT OF PUBLIC WORKS REFERENCE BENCHMARK RIP GF ANY CHANNEL !HANK. 16. ISSUANCE OF 7HE BUILDING OR CONSTRUCTION PERMIT BY THE CITY -. „t am— S l� / 1O Y �• AND ELEVATIONS ARE N07ED ON THE PLANS OF RENTON DOES NOT RELIEVE" THE OWNER OF 7HE COWWWNG LEGAL T2 ALL CATCH BASIN GRAms, SHALL BE DEPRESSED 010' FEE7 BELOW OBLIGATION AND /OR 'JIBVTY CONNECTED WITH SMRM SURFACE 6. ALL SENUENTATION /FROSON FACILITIES` MUST BE IN OPERA 770N PAV31EN7 LEVEL. WATER DISPOSITION. FURTHER THE CITY OF RENTON DOES NOT ,i CITY RENTON PRIOR TO CLEARING AND BUILDING CONSRUC7ION. AND IHEY MUST ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AID i C1 ` � OF RES V TON MAIN7EJANCE OF 7HE SYSTEM PROWDED DURING CONSTRUCTION. -Date 8E SATISFACPOR/LY MMNTAIht'� UNTIL CONSTRUCTION IS COMPLETED 13. QPIN CUT ROAD (YHOSSIHGS 7FHROUGH £,r"S71NG P(BLIC RIGHT- OF-WAY ��® AN? RN£ P07ENIIAL FOR ONSTE EROSION HAS PASSED. NRL NOT BE ALLOWED UNLESS S'EC/FTCALLY APPROVED BY THE CITY DEPARTMENT OF P:JBEJC WORKS OF RENTON DEPARTMENT OF PUBLIC NOWa DESIGN ENGI /M 17. THE CONTRACTOR SHALL BE RESPONSBIF FOR PROWDING ADEIR/AE Da 7. ALL R£7ENTION/DETENRON FACIIJ77ES MUST BE INSTALLED AND IN SAFEGUARD. SAFETY DEW= PR07EC77W EQUIPWWr FL6GGEP -% L+' - . � OPERATION PRIOR 70 OR IN CON.IUNCTION WM ALL CONSTRUCTION 14 ROCK FOR EROSION PROIEC710M OF ROADSIDE D/Tq NHERE AND ANY OTHD? NEEDED ACTIONS TO PROTECT RNE LIFE HEAL7H. AND - �, � �� .,.„,�^ AC7WTY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF REQUf?ED, SHALL BE OF SOUND QUARRY ROCK PLACED 70 A DEPTH OF SAFETY OF THE PUBLIC, AND ICJ PR07ECT PROPERTY IN CMINEC770N I /LL. Id.AF PUBLIC WORKS STORM WATER UTILITY. 1' FOOT AND MUST MEET THE FOLLOJHNG SPECIFICATIONS NTH THE PERFORMANCE OF WURK COVERED BY THE CONTRACT. ANY C 4 = 8'/40X 7OX PASSING 2°-4' ROCKf30X -40X PASSING,` AND -2' WJRK WTHIN THE TRADED RIGHT -OF -WAY THAT MAY INTERUPT [+ p ,C t,� �1 A /�+ �1 A) p A�/� B. GRASS SEED MAY BE APPLIED BY HYDROSETD /NG 7HE GRASS SEED ROCK /fOZOX PASSING NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC �s ��.ry r� �i Ula VAC /a ��a VfFtr c,J �i /r® Gl1Q ®�PyyT MIXTURE; OTHER THAN CITY OF P"TON APPROVED STANDARD MIXES CONTROL PLAN BY THE 7RAFFIC ENGINEERING DIV. OF IHE t' kE*�i.ra���ENDE - SHALL B£ SUBMITTED BY A LANDSCAPE ARC'flitCT AND APPROVED BY 7Ii ALL BlND:NG LXUNN�OU75 AND FOOTING DRAINS SHALL BE DEPAR7MENT OF PUBLIC WORKS ALL SEC710NS OF THE W.SD.aT �.., - 3 ADDED CURB INLET, PIPE REVISED CS 3/l9i91 . DESfL;tTID: G.S. THE DEPARTMENT OF PUBLIC WORK$ STORM WATER UTILITY. CONNECTED TO THE STORY DRAINAGE SYSTEM. UNLESS APPROVED BY STANDARD SPECIFICATIONS f- 07 -23, TRAFFIC COEl7RIX, SHALL FOR, G SPOT GRADES DATE: i2/26I30 FILE NC. 635 -COT -901 THE DEPARTMENT Or PUBLIC MURKS, DESIGN ENGINEER OR S70RAH APPLY. WATER UTILITY AN ACCURA7ELYD.9HEJSOYE? CERTIRED / / 2 REVISED PER C/R DT .2/19/91_ - DRAWN: G.S AS- BUILT' DRAWING OF INNS DRAINAGE SYSTEM NIL BE SUBMITI1D 1& SPECIAL DRAINAGE MEASURES WILL BE REQUIRED P THE PRO.EC7 a" Y � /L� THE CITY OF RENTON UPON COMPLE770N LOCA77ON IS KIRIN THE AQUIFER PROTECTION AREA. {yi�STN.t� � r �Tr _ ! REVISED SITE AMT 12126190 CHECI®: SCALE: f =20' S14E Boon: PAM- TO 2 NO. RENS70N BY APPR. PATE APPft6VEQ: SHEET: C! OR 2 owECmn ce eueuc eo,xxs mor