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Home My WebLink AboutD-205102T-n� ABBREVIATIONS = cJvERAL NOTES LFuC1vD I FE -OL!OWING AI-'! UNLESS O7 ERWISE ?NDICA7ED i ALTERNATE L-. j DESCRIPTION NEW EXISTING AMERICAN NATIONAL STANDARDS ?NST -iI'TE St I AMERICAN PUBLIC WORKS ASSOCIATION -PWA NS 2F X7S'?NG UTILITIES ARE APPROXIMATE. -I SHALL U. c E� :G '? NSTRUCTION PERMIT 3Y THE CITY OF i BUILDING AMERICAN RAILWAY ENGINEERING ASSOCI !i0y -'.R.L - \iRACICR'S RESPONSIBILITY TO DETERMINE T-E TRUE LOCATIONS O 5 !O7 JC OWNER OF L CONiiNUING LEGAL CONCRETE i 30ULEVARD Ll'D. J, A S R I D :;TIONS S1 S TO AVOID DAMAGE OR DISTURBANCE DURRING CONSTRUCTICN. Y rR 3 _ "ON D WITH M SURFACE iIATER BUILDING ?LOG. RT = OF � NTON OCES NOT ACCEPT ANY � ISPHALT j I ATCH BASIN __AL_ _00-4 55=5) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER„ S Cz'.( " R 1H �Z NCTTONIN6 AiJO MAINTENANCE OF THE SO ENTERLINE .EWER. .;NS, POWER, TELEPHONE AND TELEVISION). _.5! -a PROVIDED DURING CCNSTRUCTION. � STORM DRAIN - - - - - - - r_EAN OUT ss CLEARANCE RING 'C�S7P'iL -ION, CNTRACTOR SHALL BE REQUIRED TO CONTROL ON SITE �JiRACTCR a >_ .ES ONSIBLE =GR ^rROVIDI�'6 ADEOCATE iSANITARY SEWER - - = - - - - ONCRETE __NC. =3+ 4A TER RL`OFF !SING :_Y "PCRARY ROSION /SILTATION ?D y{ _C "O7EC :YE EOUi =l "ENT, cLA ocaS. AND ANY -Y CONCRETE MASONRY UNIT _lAU NTRC DOOCCCURES.J "!0 SCD?MENT LADEN STORM WATER SHALL 3E ALLOWED =E3LD AC'? JS -C °P?!EC T =E LIFE. -EAU TH. AND SAFETY OF THE iD0 STI HATE. 8 "0 - - - - - - - - - ME C' R< j CONSTRUC ?ION _NS R• ^ D UC =ARGE InTD TIC CITY OF RENTON'S STORM DRAINAGE SYSTEM, _ '_ AND TO PRO,E.. PROPERTY 'N CONNECTION WITH THE i NATURAL GAS DEPARTMENT PT• R ONTO ADJACENT PROPERTIES. = rD°MANCE DF WORK COVERE7 BY THE CONTRACT. ?NY WORK WITHIN I ! DIAMETER A. - VELED RIGHT D= WAY THAT MAY INTERRUPT `ORMAL RAcFIC FLOW TELEPHONE r L RAWING YG• :R ?NU CONSTRUCT !ON. ALL STREETS, PUBLIC OR PRIVATE. ADJACENT TO S j!. -DUIRC . -.N APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC =.AST - - ELECTRIC DUCT E LEVATION = =y =IS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM - -TN RING DIVISION OE T -E DEPARTMENT OF PUBLIC WORKS. ALL j V SI E CONSTRUCTION, AS DIRECTED BY THE CITY. _ L .'JS OF TU W.S.D.O. -. ST= .NDARD SPECIFICATION 1- C7 -13. TRAFFIC MANHOLE DUAL D '.DL. SHALL APO! "CETERA C J!RAC :OR A; ALL dES SHALL FOLLOW ALL STATE AND LOCAL SAFETY CATCH BASIN - - ?STING __X; ST• OUI MENTS CURING CONSTRUCTION OF THIS PROJECT. SPECIAL CARE SHALL BE TAKEN JAL! R INFI�LED CONCRETE (RCPT 41 ,: DUBBER CdSKEIED JOINTS - EXPANSION P. >;Cn_N6 OPERATIONS. 31HEE ING AND BRACING. CRIBBING. ETC.. :JUST ! a. _.. 5 FIRE HYDRANT a RE HYDRANT - __. 6TALLED AS REQUIRED 0 PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S PE ',PATER = J 7 0 !! �J C! u ? `JCR 3?AMETER IITH SOL_7 _ -RING -79. I THRUST BLOCK 0T <E _ PL ANCC WI 44ISHA E6J_ATIONS. CE RAVEL RAV. ERE 'TORE HAN ONE STANDARD IS REFERENCEO ON THE DRAWINGS J V POWER POLE NVERT ELEVATION - R : "4 PECIFICATIDNS AND THERE IS A DISCREPANCY BETWEEN ' w MANHOLE H u , SHALL = D VERIFY LOCATION AND INVERTS OF ALL CONNECTIONS TO LIGHT POLE HE AO E +ORE STRINGENT APPLY. iMONUMENT MON. _ :JG STORM DRAINS PRIOR TO CONSTRUCTION. I ?1MEDIATCLY j ELEVATION _O.00 o NORTH N STANDARD DETAILS FROM THE LATEST REVISION OF THE CITY OF RENTON 4- .Y ENGINEER OF AIL D:SCREPENCTES. NOT TO SCALE ITS 'TILITY ENGINEERING STANDARD DETAILS." I FENCE — '— '_x — "— - - - -- NUMBER PAVEMENT PTT. -• 7 IENCH SHORING DESIGN BY CONTRACTOR. j SILTATION FENCE x x x — x x x — POUNDS PER SQUARE INCH = 7 PATCH OR REPAIR PUBLIC SIDEWALKS. CURBS, STRIPING. AND ROADWAYS PER APPLICABLE POWER POLE Pp TTY OF RENTON STANDARD DETAILS AND SPECIFICATIONS. PATCH ROADWAY PER(,6� DITCH OR SWALE PRIVATE SANITARY SEWER PSS RADIUS 00 R. CONTOUR LINE /�00�� RAILROAD R. 9. PATCH OR REPAIR PAVEMENTS WITHIN DRAINAGE AND CONSTRUCTION EASEMENT PER i3� ! CLEAN OUT 3 CO REQUIRED REO'D. -9 SANITARY SEWER 55 EM E ! WATER GATE VALVE " SANITARY SEWER FORCE MAIN SS FM TEMPORARY BOSTON /SEDIMENTATION CONTROL NOTES w /BOX STORM WATER DRAINAGE NOTES KEY OPERATED VALVE SCHEDULE S -CH. BEFORE ANY CONSTRUCTION ACTIVITY OCCURS. A PRE - CONSTRUCTION i W /BOX SECTION SEC. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- MEETING MUST BE HEL ? WITH THE CITY OF BENIGN DEPARTMENT OF PUBLIC ! SURVEY CONTROL POINT: `SHEET Sp. CONSTRUCTION MEETING MUST DE HELD WITH THE CITY OF RENTON 4ORKS DESIGN ENGINEER. SPECIFICATIONS SPECS. DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. PROPERTY LINE ------ - - - - -- j STANDARD STD, 2. PROVIDE SILT FENCE ROUND PERIMETER OFrTRENCH 'EXCAVATIONS. STANDARD DIMENSION RATIO 9DR 'LL CONSTRUCTION SHALL BE 'N ACCORDANCE WITH THE CITY OF RENTON GiJSr L! SILT FFNC _P T ;E CITY CF RENON IANDIARD PLAN SHEET -.I. RIGHT OF WAY STORM DRAIN SD STANDARD SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION. _ TELEPHONE -i ^� TEMPORARY EROSION CONTROL SYSTEM SHALL SE INSTALLED PRIOR TO RAILROAD TEMPORARY `, 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE _L OTHER CONSTRUCTION. -- cdPORARY EdP. DITCH CENTERLINE TOP OF CURB /� APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC YORKS. A r MAINTAIN NATURAL VE !AT. iJ OUTSIDE OF ;!MEDIATE CONSTRUCTION EASEMENT ANY DEVIATING FROM THE APPROVED PLANS WILL REQUIRE ASEMENT Top P OF PAVEMENT '/p ARITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC_ REAS -OR SILT CON7PUL. TOP OF VAULT T/V NORKS, DESIGN ENGINEER DR STORM WATER UTILITY. YPICAL TYP. 5. AS CONSTRUCTION PROGRESSES ND SEASONAL CONDITIONS DICTATE. THE NASHINGTON INDUSTRIAL COPY OF THESE ?PROVED PLANS MUST BE ON THE JOB SITE WHENEVER = N COATRO TC i 'E MAI' ._` NO /GR AL -FRED AS SAFETY AND HEALTH ADMINISTRATION NISHA GNSTRUCTION IS TN PROGRESS. C UIr D B , 0: 'u ENSuR Oi _JUIiJ6 NITH / _ R05ION /SECIMENTAT_GN CONTROL. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION o. ALL TEk1PORARY SILTA7TON CONTROLS SHALL 3E MAINTAINED ARE NOTED ON THE PLANS. _N A SATISFACTORY CONDITION UNTIL SUCH TIME THAT LFARING AND/OR CONSIP:UCTION iS COMPLETED. PrRMIANENT 3. L SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO 'iA!'JAGL raC1LIi ES ''E U?=RA!IONAL. . JD THE 'Oi- :`JTIA_ FOR EROSION I'LL AND CONSTRUCTION. AND THEY 'MUST BE SATISFACTORILY -AS PASS, 'AINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED THE PUBLIC RIGHT OF -WAY SHALL BE KEPT CLEAN. .RACKING OF MUD AND EBRIq FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH 40BASS SEED MAY 3E APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, - lS .uND1T!ON WILL RESULT IN ALL WORK "uN THE SITE BEING STOPPED. ,T! J ?HER THAN CITY OF RENTON APPROVED STANDARD MIXES. SHALL BE SUBMITTED BY LANDSCAPE ARCHITECT AND APPROVED BY THE R. CATCH BASINS /INLETS WITHIN CONSTRUCTION AREAS SHALL BE PROTECTED _ EPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. PER THE CITY OF RENTON STANDARD PLAN SHEET Q. WITTM w� of WAS qy 3 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED ALL LIMITS OF CLEAR NG /STRIPING AND AREAS OF VEGETATION PRESERVATION FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.1(1) OF THE CURRENT -S S.�O,YN ON THE PLAN SHAL BE F _ - CLEARLY TAGGED TN THE IELO 3 h" z o STATE Or WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE :ND OBSERVED DURING CONSTRUCTION. _ ONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH vw\ssa 30TTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS 10. TRENCH EXCAVATIONS ARE TO BE BACKFILLED TO MATCH EXISTING GRADE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO T THE END OF EACH DAY. ?HE TOP 5 INCHES OF FILL SHALL BE CRUSHED Slo ALi C UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE GRAVEL SURFACING. SL!PPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING D�2057 examen u9 94/ S .ALL BE AS SHOWN ON PLANS. 1. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT i l _EVEL IN PAVED AREAS AND S" ABOVE GRADE IN ALL OTHER AREAS. i 10. OPEN CUT ROAD CROSSINGS THRU EXISTING PUBLIC RIGHT -OF -WAY WILL NOT j SSOE, INC. SE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON i ENGINEERS ARCHITECTS PLANNERS DEPARTMENT OF PUBLIC 'WORKS, DESIGN ENGINEER. 3017 112TH AVENUE. N.E., SUITE 101 BELLEVUE, 'nASHINGTON 98004 TEL. 206- 827 -2950 SWIG -/O - ? ®S! A 3ln?�m !o - 5-92 /V - I I IL 1 ' NUM6ERT 915011 — � � i ? _ OE IORAWING ..,2 i (UMBER T j ! -TTY OF RENTON DEPARTMENT OF PUBLIC WORKS GENERAL NOTES, ABBREVIATIONS I AND LEGEND r DESIGNED: S. W. T. DATE: 02/28/92 FILE NAME: 1103C2 ;�4Z DRAWN: L .'iI. 0 ISSUE FOR BIO SWT 0/10/92 CHECKED: SCALE: NOTED F D eoo r ancE NO. REVISION gY APPR. DATE APPROVED: ' -HEFT: 2 Of: II T 1 I A I I 1 ! 1