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COORDINATE FENC WALK. PROVIDE TEMPORARY COVER _ �� s / LOSURES WITFf OTIHER CAMPI 11 I I\ OR PERMANENT RESTORATION AS _ �/ — �\ F RENTON FIRE DERARTMENT ----- —� --- — — _ _---------------- �/ '/ / �— ill — ----- ---- — — — ---- — ---- — — — _ — — — — —-------�a� — — — — ------------ems--- SEE TESC NOTES ON CO =36— --- --_ � / L.il`LHNl1R — — I I I— — — — — — — — — — — — — — — — — — — — — — — — — — — (LT' — — — — — -- — — _ — — -- — — — — — — — — — — — — —'- — — — — — — — — — — — — — — — — — - — — — — — _ �►`�--------------- --- ---- -_------------------ - I \ 350-- l 358-- — ----- ----- --- II 'S2.c' I ------------------------------------------ —_------350----------- ---- — —----------------350— _ __ _ _ ____ —— — — — — — — — — — — — 3 2g0IECLEIATfOIT_ _ — _ _— zB�i�3—sg3�— -- __ — -- -- _— ----- ---_ —_ _ _ — --- / — _ — — lE� 2vcC *) L.3e56. � _ / t _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ------------------------ ------------a5�----s�uej6�o— —_--�— _ ----- \�`� \�� \ PROTECT EX a _ _ _ _ _ _ — _ — — — PROTECT EX Ass \ TREES (TYP) l\� TREES TYP l �.-_-fig � nniL, 1, i wrv� v✓nLK / l — IJ� '�1►� -) coNc wA)K I I / i I I I foNc WALK \� \ J Sb� v�� UM U R T -uMrr uMlr uMIT ° JUMR T uMIT /l o Approved By: lE 6'PVC(NE)-N9.82 �� ASPHALT DRIVE IE 8'PVC(SE)=349 / Approved B t - / LIMITS OF WORK �� °D \ IE 8'PVC(S)-349.52 / j p p y: w / w IE 12'PVC(NW)=34702 / w w \ w w w w � w vv — \ \ \ 1 ' e''R — �'_\ ` __\ _ __\__ Approved By: -- ��___ _ 6CURBSTOPS — —� I —BSc°'-- --- 356 ��--_=--------------f?\ 3� — �, 'I \LJ, - --- _— T_---- Approved By. 43667 O 'ISTFR� Cs� INAL COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 " REVISION SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. Call before• j •. • or :�� . UNDERGROUND SERVICE (USA) SCALE 1"=20' LEGEND EXISTING PROPOSED ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL SAWCUT LINE CONSTRUCTION LIMITS uMIT ROCKERY TREE W/PROTECTION Coco CURBING CONTOUR (INDEX) CONTOUR WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER / TELEPHONE LINE / GAS LINE / WATER METER/VALVE/FH / STORM CB/MH / SANITARY SEWER MH/CO / GAS VALVE/METER / STREET LIGHT ASSEMBLY / TELEPHONE RISER/MH / TESC Notes: / / 1. PROVIDE PERIMETER PROTECTION AT AREAS OF DISTURBED SOIL / / 2. COLLECT SEDIMENT LADEN WATER AND ALLOW SEDIMENT TO SETTLE BEFORE DISCHARGING TO STORM SYSTEM. FILTER IF NEEDED. / / 3. MONITOR DISCHARGES FROM DISTURBED SITE TO ENSURE SEDIMENT AND SOIL DOES NOT LEAVE SITE. 4. KEEP VEHICLES ON PAVEMENT. DO NOT ALLOW SOIL TO BE TRACKED OFF SITE. 5. COVER SOILS NOT IN WORK WITH SHEETING OR STRAW IF THEY WILL BE LEFT MORE THAN 7 DAYS. 6. MAINTAIN EX PAVEMENT FOR WORKING SURFACES AS LONG AS POSSIBLE. KEEP PAVEMENTS CLEAN. 7. COORDINATE WORK AREA FENCING WITH COLLEGE TO MAINTAIN ACCESS TO CAMPUS AND SEPARATE CONSTRUCTION AREA. ^ 8. CONTROL DUST ON SITE. SPRINKLE BARE SOILS AS NEEDED. DO NOT OVER WET SO AS TO CREATE MUDDY RUNOFF. 9. SEE CITY OF RENTON NOTES ON CO.01. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY COUGHLIN PORTER LUNDEEN AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYS CE S. FIELD CONSTRUCTION VERIFIED INVERT AND RIM IN MARCH 2O17 COUGHLIN PORTER LUNDEEN, INC. DOES NOT PROVIDE ANY WARRANTEE SUCHSINFORMATIONACCURACY PROVIDED R B yOTNESS OF HERS UPERMIT# U15000494 AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE RENTON WASHINGTON Date: Date: Date: Date: DATE: 04/30/2015 FIELDBOOK: PAGE: C2.00 TEMPORARY EROSION CONTROL PLAN SHEET: 5 OF:13 R-381805