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Home My WebLink AboutR-38180100 T 00 CY) i C) W I- rr W I- Z W U CD Z Z Q rr W O O a Vicinity Map NTS i 2 4 P NE 31, d Si `tea N dar River Park .._.i n m2.. r NFIoy f�T� ��Lnr 9 y NE th Lry NI: 7th Pf � s NE I Oth 5f y y NE%t St !E 31h -a Nc BIn ST a NF8% x w w NF'.t45t NE 7th PI m CHE 6th PI Site NF61h S: c NL 5Ih P x Fer�hP IEr�l;:r lPrh�ic•.I C.:II� dtti�St t1f ��3�dSt NE xr,d st c r3. Horizontal Control Diagram Datum Renton Technical College Site Information Building K Owner Sheet Index HORIZONTAL DATUM: NAD '83 '03, WASHINGTON COORDINATE SYSTEM NORTH SITE ADDRESS: 3000 NE FOURTH STREET RENTON TECHNICAL COLLEGE CHO COVER SHEET ZONE. BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON RENTON, WASHINGTON 98056 3000 NE FOURTH STREET CO.01 CIVIL NOTES STATE REFERENCE NETWORK. RENTON, WA 98056 CO.02 CIVIL NOTES BASIS OF BEARING: CENTERLINE KIRKLAND AVE. NE ZONING: IL C1.00 DEMOLITION PLAN C2.00 T.E.S.C. PLAN VERTICAL DATUM: NAVD 88 BASED ON RTK GPS MEASUREMENTS TAX ACCOUNT NOS.: 727800475 C2.10 T.E.S.C. DETAILS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND GEOID Architect C3.00 GRADING AND STORM DRAINAGE PLAN 2003 MODEL. AREA: 4.48 ACRES C3.10 PAVING AND DRAINAGE DETAILS DISTURBED AREA: 0.8 ACRES C4.00 UTILITY PLAN ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. McGRANAHAN ARCHITECTS C4.10 UTILITY DETAILS EXISTING IMPERVIOUS AREA PRIOR TO PROJECT 103,500 SQFT 2111 PACIFIC AVE, SUITE 100 C5.00 PAVING PLAN THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON PROPOSED IMPERVIOUS AREA AFTER PROJECT 104,900 SQFT TACOMA, WA 98402 C5.10 PAVING DETAILS ARE BASED ON FIELD OBSERVATIONS TAKEN ON DECEMBER 26, 2013, C5.20 PAVING DETAILS UNLESS OTHERWISE INDICATED. Scale: 1 "=80'-O" GG 4) CP# 28 460A-25.28 MIC er50'(� N=183052.33 E=1308175.05 ELEV.=341.67 / 0 1 80 160 IILi o0 F SCALE 1=80' O N 00 C-4 C14 0 z OVA I I CP# 22 460A-25.22 MIC N=182224.13 Jefferson Ave NE E=1308181.57 - - - - _�$ ELEV.=336.61 OF WA �� 0 �1 �.1� COUGHLIN PORTERLUNDEEN ti A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PVC 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 <L43667 SEATTLE, WA 98104 F: 206/343-5691 Earthwork Quantities EXCAVATION 50 CY FILL 50 CY NOTE: THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. List of Civil Abbreviations GENERAL ASP ASPHALT ATB ASPHALT TREATED BASE BM BENCHMARK B BOLLARD BC BOTTOM OF CURB BMP BEST MANAGEMENT PRACTICES BOE BOTTOM OF EXCAVATION BR BOTTOM OF ROCKERY BW BOTTOM OF WALL CHAN CHANNEL CB CATCH BASIN CO CLEAN OUT CONIC CONCRETE CD CURB DROP DI DUCTILE IRON DIA DIAMETER E EAST EL ELEVATION ELEV ELEVATION EX EXISTING EB EXPLORATORY BORING "If GENERAL FF FINISH FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT GM GAS METER GV GAS VALVE HA HAND AUGER BORING IE INVERT ELEVATION IP IRON PIPE LF LINEAR FEET MH MANHOLE MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM N NORTH NIC NOT IN CONTRACT OD OUTSIDE DIAMETER OHP OVERHEAD POWER LINE (REC) PER RECORD REC PER RECORD RJ RESTRAINED JOINT RIM RIM ELEVATION REVISION GENERAL ROW RIGHT-OF-WAY S SOUTH SS SANITARY SEWER SD STORM DRAIN SOFT SQUARE FEET STD STANDARD TEMP TEMPORARY TIC TOP OF CURB TR TOP OF ROCKERY TW TOP OF WALL TYP TYPICAL W/ WITH W WEST W WATER WGT WEIGHT WM WATER METER WMH WATER MAN HOLE WV WATER VALVE YD YARD DRAIN SURVEYED: DESIGNED: KAW DRAWN: LBJ CHECKED: JAJ BY DATE APPR APPROVED: Civil Engineer COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 CONTACT: KEN WIERSEMA Landscape Architect THE BERGER PARTNERSHIP 1721 8TH AVENUE N SEATTLE, WA 98109 (206)325-6877 CONTACT: JASON HENRY Contractor Survevor PACE 11255 KIRKLAND WAY #300 KIRKLAND, WA 98033 (425) 827-2014 CONTACT: BILL HAWKINS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Construction Seauence 1. ARRANGE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 1-800-424-5555. 3. FLAG CLEARING LIMITS AS INDICATED ON THE DRAWINGS. 4. PROVIDE CATCH BASIN PROTECTION. 5. INSTALL FILTER FABRIC AND BARRIER FENCE. 6. INSTALL TEMPORARY SEDIMENT TRAPS. (BAKER TANKS OR APPROVED EQUAL) 7. PERIODICALLY (DURING CONSTRUCTION) REMOVE EXCESS EXCAVATED MATERIALS, TRASH, DEBRIS AND WASTE MATERIALS AND DISPOSE IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. MONITOR TESC EFFECTIVENESS. 8. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 9. BEGIN SITE EARTHWORK. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT SLAB SUBGRADE AS REQUIRED. 10. REMOVE ALL ESC FACILITIES ONLY WHEN THE ENTIRE SITE IS STABILIZED AND APPROVED BY THE CITY INSPECTOR. Hearing Examiner's Conditions of ADDroval 1. THE APPLICANT IS SUBJECT TO THE MITIGATION MEASURES AS DETERMINED BY THE ENVIRONMENTAL REVIEW COMMITTEE'S DECISION AUGUST 25, 2014. 2. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILDING PERMIT REVIEW. DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE VEHICULAR MOVEMENT IN AN AREA WHERE PEDESTRIANS COULD BE WALKING. THE LIGHTING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A BICYCLE AND VEHICLE PARKING STALL ANALYSIS BASED ON THE CRITERIA USED FOR QUANTIFYING THE NUMBER OF VEHICLE AND PARKING SPACES REQUIRED IN THE CITY CODE, AND PROVIDE AN UPDATED PARKING PLAN THAT SHOWS THE NUMBER OF BICYCLE PARKING SPACES REQUIRED AND VEHICLE PARKING STALLS, THAT WILL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL PROVIDE A LOT COVERAGE ANALYSIS FOR THE OVERALL TECHNICAL COLLEGE CAMPUS. 5. THE APPLICANT SHALL PROVIDE PLAN SETS SHOWING ANY ROOFTOP EQUIPMENT OR STRUCTURES THAT MAY REQUIRE SCREENING PER CITY CODE, WHERE THE SUBMITTED ELEVATIONS DO NOT SHOW ROOFTOP EQUIPMENT, AND SUCH EQUIPMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER, FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. Environmental Review Committee Mitigation Measures August 25, 2014 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE SUBMITTED GEOTECHNICAL ENGINEERING REPORT FOR RENTON TECHNICAL COLLEGE PROPOSED BUILDING K3 IMPROVEMENTS, PREPARED BY GEOENGINEERS, INC, DATED JULY 17, 2014 (EXHIBIT 3). 2. PROJECT TESC (TEMPORARY EROSION AND SEDIMENT CONTROL) PLAN SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS OUTLINED IN THE TECHNICAL INFORMATION REPORT, PREPARED BY COUGHLIN PORTER LUNDEEN, DATED JULY 2, 2014 (EXHIBIT 5). 3. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE OUTLINED RECOMMENDATIONS IN THE SUBMITTED LIMITED HAZARDOUS MATERIALS SURVEY REPORT FOR AUTOMOTIVE TRADES COMPLEX AT RENTON TECHNICAL COLLEGE, PREPARED BY PBS ENGINEERING AND ENVIRONMENTAL, DATED MARCH 31, 2014 (EXHIBIT 4). UPERMIT# U15000494 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. Approved By: Date: Approved By: Date: Approved By: Date: Approved By: Date: AUTOMOTIVE TRAINING CENTER 04/30/2015 RENTON TECHNICAL COLLEGE FIELDBOOK: PAGE: RENTON WASHINGTON DRAWING NO: CIVIL COVER SHEET C0.00 SHEET: OF: 1 13 R-381801