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HomeMy WebLinkAboutLUA89-018- Large Format S70 PC /t/4-38 N O° $5’ 25" £ 621,03" \ | N 87 ° 1 8 ' 5 9 " W, 16 5 . 3 0 cai RE E T 43 RD f x. \ 9. \ % 4 ‘ 9 GENERAL NOTES / ALL WORK AND MATERIAL SHALL CONFORM TO THE "STANDARD AND SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION", WASHINGTON STATE CHAPTER, APWA, LATEST RDITTON, AND THE STANDARD AND SPECIFICATIONS OF THE CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS, 2 CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD LOCATE THEIR FACILITIES BEFORE CONTRACTOR STARTS ANY EXCAVATION. J ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT ( WISHA ). 4 INSPECTION WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE, A MINIMUM OF 48 HOURS, FOR INSPECTION. 5 ALL R/D FACILITIES WILL BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE EROSION SEDIMENTATION CONTROL FACILITIES OR UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON, DEPARTMENT OF PUBLIC WORKS.- é THE SITE GRADING AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO PLANS WHICH ARE ON FILE IN THE CITY OF RENTON DEPAKTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE APPROVAL BY THE CITY ENGINEER OR HIS AGENT. 7 ALL PIPES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATLON ACCORDING TO WASHINGTON STATE SPEC. 7-20.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE y SITAGING ARE FOR C NSTRUCTION OF LID 329 STREET | PRO VEMENTS 6.0' CYCLONE FENCE \ / 22' ASPHALT —— 4 DRIVEWAY 4 "S fo \ ae 7 > é EXIST ST. MH TYP 1) RIM EL= 102.9% INV EL2#91.50 | SCALE |” = 40’ P - CROSSING TALBOT ROAD "y EDESTRIAN | AT SOUTH ONLY IO V Y I D FA O G V .¢ F Q” 0-2 SF -— HIGH TREATED LUMBER PARKING 2 LIGHTS MOU, EXISTING LIGHT STANDA (TYP/CAL) FLOODLIGHT TO SERVE eon” AW 89° 02’ 22” W +— 39,00' N 0° 59' 05" E 133.00° N O° 53°05" E 133.00° TED ON DS EXIST ST Mi RIM EL= 96.4% INV EL=90.20 106 VICINITY MAP N.T.S. 108 PEDESTRAIN SIGN SEE DETAIL ly ‘ (TYPICAL) QC) © 9 > | N l ~J & REISE 2 ORY NES AS. HEE a : od ie yo /. : ny 9 : : qe ns UT A Ff V1 BRE O/ 10 ff | Vf FLOODLIGHT To SERVE TEMPORARY ty a 3” CRUSHED SURFACING | 1/4 MINUS D GN “Be ne, © Las eee GRAVEL BASE CLASS "B” AS REQUIRED PYPICAL) a) td EXISTING NATIVE SOIL 9 T Ds & yy | : TYPICAL PARKING SECTION N.T.S. a = : 8+ oe ie ere 2 e 11+01.79 Jo A EE Sell pte Lehn mrs oy ss sets st ty 10+00 sT MH 44460 : 4 OX COMPACTED FILL Fi2 OR EQUAL ae . t t + i aan SAN SAN —— SAN a ai ee © a6 h <2 \ { SS MH 5 Fk < |r r AY CONSTRUCT 2” COMPACTED Pe PEDESTRIAN SH ASPHALT APPRON CLASS ‘B’ OV ie 4 ( SEE DETAIL } mt TER MIN. OF 4” CRUSHED SURFACING” 12" a ( TYPICAL FOR ALL DRIVEWAYS } ieee ao oo kta i 8 a Bees ran sigs MMM oven Cian OWER LIGHT CO. . ( TYPICAL OF 51 es | TYPICAL CROSS SECTION J AREA TO BE bait 2" KO" XIA'GA. | WELDED WIRE FABRIC ‘CELEARED AND : O2 EQUAL (OPTIONAL) GRADED~ muss enc nee ; ] STAPLES OR a 1041) f : 0 ; 1 1] ri \r ti ne + (i ie th FILTER FENCE i I \ ae \ XY | | Pr <; an Aw ' i : i ~~ er ; ut q = P = 4 [ nd gS: ~~ " SP Ses eee ee — enor : a = sur Ser Toe ee te ae iS i 1] r > wy Lh Lt | . Seems | ISLF 12” PIPE xs on Cee AT $=8.0% / \ EKA A. —— BURY BOTTOM OF FILTER FABRIC = a, MATERIAL ON 2X8" TRENCH a INSTALL NEW CB TYP | d x i RIM EL- 95.88 ‘7 7s "Se PY 102 TEMPORARY FILTER FABRIC FENCE ~— (8+. | N.T.S. B ‘a> ain é " “45.90 EXISTING CB TYPE | \ | RIM EL = 99.50’ Ng | LEGAL DESCRIPTION LOTS | THRU 8 OF ONE VALLEY PLACE AS RECORDED IN VOL. 125, PAGE 40 OF PLATS, RECORDS OF KING COUNTY, WASHINGTON. IE EL = 88.00" ¥ \? VALLEY GENERAL | HOSPITAL | EXISTING ST MH TYPE // RIM EL = /00.00' IE EL = 87.30° LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL MEETS THE REQUIREMENTS i? | | FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE aa oe ee fo ee Kd | BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE | i | su | TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE VE/PEWN EST SP = 1M] ne | UNYIELDING BASE. FILL MATERIAL PLACE ABOVE PIPE SHALL BE rare COMPACTED TO 95 PERCENT DRY DENSITY. RES, 4 Rey i / 26 TN ——. a 96 as 8 ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED TO PREVENT —_,: e 2 ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. TEMP. SEDIMENT TRAP 3 ling Knock ou x. Insert~ $ . l2 xX 18 PEDES TRIAN SIGN tile ae iis ake on Depth 9 ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR iene an@ gravel filter to Trage - wy TO CLEARING AND SATISFACTORILY MAINTAINED UNTILL CONSTRUCTIONS ARE SCALE: I*= 3 | 2a rR - CITY OF RENTO COMPLETED AND POTENTIAL ONSITE EROSION HAS PASSED. seca 7 N Sip nm DEPARTMENT OF PUBLIC WORKS 10 TEMPORARY PARKING LIGHTS ARE TO BE FURNISHED AND INSTALLED BY PUGET POWER eS pe i AND LIGHT CO. OWNER WILL MAKE NECESSARY ARRANGEMENTS WITH PUGET POWER Stondord “AND LIGHT CO. WHEN LIGHTS ARE TO BE INSTALLED - extruded Cernent Concrete Curb: TEMP PARKING LOT ia? VALL DETAIL 'C EY MEDICAL CENTER TEMPORAR™” SEDIMENT TRAP yo 3 | | DESIGNED__4277 a hee 2. Oe TOUM. DAT FILE NO SECTION B-B A ENGINEER a ar mo 201 Southwest 41st Street « Renton. Washington 98055 CHECKED scaLe_ <Z2 FIELD BOOK PAGE. * (206) 251-9000 se NO. REVISION BY APPR. DATE APPROVED SHEET. [ OF / at a — ———_—__-__——_—-——— BIREG FOR OF PUBLIC WORKS FERGUSON & SONS INC 91704 $4 3SA- 018 |