Loading...
HomeMy WebLinkAboutR-40180100 T C3 I W AHBL #103 REBAR AND CAP N 167257.03 E 1297746.82 ELEV: 19.67 PARCEL #1253800030 HARTENG GLASS 30"Ol , I —x�o- m IN �v M G n t ❑ w 1(0 (0 Z 0 • I --- f - — 0 SW 34TH ST z ....... — WALL N, WALKER AUTO DEALERSHIP EARLY CLEAR AND GRADE PLANS PARCEL #3023059090 EAST VALLEY RV AND BOAT STORAGE i SPLIT RAIL FENCE i — ------------- i WSDOT SERVICE GATE PARCEL #1253600010 � --_ YOUNKER NISSAN = 3O.0 507.03' _ X N89' 17' 17'W 'x X AHBL #104 I REBAR AND CAP n I N 166857.94 PARCEL #3023059027 E 1297784.39 BRIGHT VIEW LANDSCAPING q X � ELEV:20.22 5.50' PER AFN 82021 c...,.. — TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. J � PARCEL #3023059067 FUTURE CAR DEALERSHIP -T loll, VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 BASIS OF BEARING NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) LEGAL DESCRIPTION PARCEL #3023059067 PER KING COUNTY ASSESSOR THAT PORTION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN LYING WESTERLY OF STATE HIGHWAY #5. EXCEPT THE SOUTH 194 FEET THEREOF AND EXCEPT THE WEST 30 FEET THEREOF. 0 0 R O� Know what's below. Call before you dig. No. �- W1 W2 W3 J W4 ' -W5 75' WETLAND BUFFER TO J BE RESTORED Q ws � CC co I 6' CHAINLINK SECURITY FENCE o WITH 3-STRAND BARBWIRE ►1 �DO SW 27TH ST r z m G - m D r SITE--", SW 34TH ST VICINITY MAP SCALE: 1"=1/4 MILE OWNER D&C INVESTMENT, LLC. P.O. BOX 1657 ' TACOMA, WA 98401 CELL: (206) 391-0311 W11 CONTACT: DALE WALKER 3 CIVIL ENGINEER AHBL 2215 NORTH 30TH STREET, SUITE 300 J TACOMA, WA 98403 W12 PH. (253) 383-2422 / I FAX (253) 383-2572 CONTACT: MATT WEBER, PE 7- 13 WSDOT SERVICE SURVEYOR ' GATE AHBL �W14 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVE FOLLANSBEE, PLS GEOTECHNICAL EARTHWORK SEQUENCE 1. SITE WILL BE BROKEN INTO APPROXIMATELY 4 WORK SECTIONS. CLEAN SURFACE GRAVEL WILL BE SCRAPED AND STOCKPILED. 2. EXCAVATE CONTAMINATED MATERIALS PER STEMEN ENVIRONMENTAL'S RECOMMENDATIONS. EXCAVATED MATERIAL SHALL BE STOCKPILED (UNDER COVER) DURING CONTAMINATED SOIL SAMPLING AND TESTING. 3. EXCAVATE AND GRADE ACTIVE WORK SECTION TO ACCOMMODATE 2.0' STRUCTURAL FILL SECTION (EXCEPT BUFFER). REFER TO SITE CROSS SECTIONS. 4. IMPORT AND PLACE STRUCTURAL FILL PER GRADING PLAN ON SHEET C2.1 AND PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. FINAL GRADES SHALL CORRESPOND TO SUBGRADE FOR FUTURE BUILDING AND PAVEMENT SECTIONS. 5. GRADING SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER. COORDINATE COMPACTION TESTING WITH THE GEOTECHNICAL ENGINEER. REVISION MIGIZI GROUP, INC. P.O. BOX 44840 TACOMA, WA 98448 PH: (253) 537-9400 CONTACT: JIM BRIGHAM, PE SITE ADDRESS 3400 EAST VALLEY ROAD RENTON, WA 98057 PARCEL # 3023059067 SURVEYED: DESIGNED: MKW DRAWN: MKW CHECKED: BEB BY DATE AP P R APPROVED: SCALE: 1 " = 50 FEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATU M o► N NPDES PERMIT # WAR306639 SE CARR R N SHEET INDEX SHEET NO. SHEETTITLE C0.1 COVER SHEET C0.2 EXISTING CONDITIONS C1.1 TESC AND DEMOLITION PLAN C2.1 ROUGH GRADING PLAN C2.2 SITE SECTIONS C2.3 SITE SECTIONS C3.1 TESC NOTES AND DETAILS C3.2 TESC NOTES AND DETAILS * REFER TO LANDSCAPE PLANS FOR BUFFER RESTORATION %R CITY OF RENTON Planning/Building/Public Works Dept. LEGEND EXISTING 0 0 0 0 n IS 0 11 a r� 0 0 0 EEI El 03 D4 0 rol N GRAPHIC SCALE 0 25 50 100 1" = 50 FEET PROPOSED FOUND MONUMENT AS NOTED SET REBAR AND CAP FOUND PROPERTY CORNER MONITORING WELL BOLLARD MAIL BOX SIGN AS NOTED TEST PIT SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM CATCH BASIN ■ STORM MANHOLE ROOF DRAIN CABLE RISER GAS METER GAS VALVE TRAFFIC CABINET POWER TRANSFORMER GUY ANCHOR UTILITY POWER POLE JUNCTION BOX POWER MANHOLE POWER METER POWER VAULT LUMINAIRE COMMUNICATIONS MANHOLE TELEPHONE RISER TELEPHONE VAULT BLOW OFF VALVE FIRE DEPARTMENT CONNECTION FIRE HYDRANT HOSE BIB IRRIGATION CONTROL VALVE WATER METER WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER VAULT F-FIR, P-PINE U-UNKNOWN PAVEMENT OUTLINE ----------- BUILDING OUTLINE STORM LINE n SEWER LINE WATER LINE • GAS LINE ELECTRICAL LINE COMMUNICATION LINE OVERHEAD UTILITIES SPLIT RAIL FENCE CHAINLINK FENCE —x x—x x— SILT FENCE ASPHALT CONCRETE Civil Engineers Structural Engineers Landscape Architects ■ Community Planners Natural Resource Ecologist Land Surveyors , Neighbors STEn� TACOMA S E A T T L E SIONALE� SPOKAN E TRI-CITIES 09/1012018 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ff IL [Ann Fowler 09/20/2018 ' WALKER AUTO DEALERSHIP EARLY CLEAR AND GRADE PLANS AHBL JOB #2180100.10 COVER SHEET DATE: 6/8/2018 FIELDBOOK: PAGE: DRAWING NO: C0.1 SHEET: OF: 1 9 N O 0 00 T �1 N O O 00 R-401801