The URL can be used to link to this page

Home My WebLink AboutTED4003217.10 0 W a N o Q C) o I i E �I- Z I,1 O LLJ F- oV� �F-00� W ry 0 F- wV)Qwo LLJI < U Lu _ C/) aC = Z � I- 0 W < 0:� I__ 0za� Z L1J U Q LLJ 0) to EAST WAY CENTER ADDITION 3901 NORTHEAST 4TH STREET RENTON, WA 98056 OWNER/APPLICANT DUJARDIN DEVELOPMENT P.O. BOX 1059 SNOHOMISH, WA 98291 425.334.5018 FAX 344.5041 CONTACT: DAVID ALLEGRE CONSULTANTS ARCHITECT CIVIL ENGINEER CHARLES MORGAN & ASSOCIATES CG ENGINEERING 7301 BEVERLY LANE 250 4TH AVE. S., SUITE 200 EVERETT, WA 98203 EDMONDS, WA 98020 425.353.2888 FAX 348.8234 425.778.8500 FAX 778.5536 CONTACT: CHARLES MORGAN CONTACT: ROSS JARVIS ABBREVIATIONS o ACP ASPHALT CONCRETE PAVEMENT N NORTH, NORTHING L v ASPH ASPHALT NIC NOT IN CONTRACT o a C)Z, � .- Q o E BLDG BUILDING NO NTS NUMBER NOT TO SCALE [--r Q BC BOTTOM OF CURB 2 - OC ON CENTER Z uj C COMPACT/ CONDUIT/CURVE OD OUTSIDE DIAMETER ►� W �� CL CENTERLINE IS OIL SEPARATOR CB CATCH BASIN E CMP CORRUGATED METAL PIPE P POWER m a) CO CLEANOUT PC POINT OF CURVATURE a CONIC CONCRETE PI POINT OF INTERSECTION o N c CONST CONSTRUCTION PIV POST INDICATOR VALVE CY CUBIC YARD PL PROPERTY LINE o PNT COORDINATE POINT a DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY PSF POUNDS PER SQUARE FOOT DIM DIMENSION PSI POUNDS PER SQUARE INCH DIA DIAMETER PT POINT OF TANGENCY DIP DUCTILE IRON PIPE PVC PVI POLYVINYL CHLORIDE/POINT OF VERTICAL CURB POINT OF VERTICAL INTERSECTION DW DOMESTIC WATER PVMT PAVEMENT o E EAST, EASTING PVT POINT OF VERTICAL TANGENCY EA EACH EJ EXPANSION JOINT R RADIUS ELECT ELECTRICAL RCP REINFORCED CONCRETE PIPE ELEV ELEVATION RDCO ROOF DRAIN CLEANOUT T EOA EDGE OF ASPHALT RED REDUCER EOP EDGE OF PAVEMENT REINF REINFORCING I _o EX EXISTING RJ RESTRAINED JOINT EXT EXTERIOR RT RIGHT FDC FIRE DEPARTMENT CONNECTION S SOUTH FDCO FOUNDATION DRAIN CLEANOUT SD STORM DRAIN FF FINISH FLOOR SDMH STORM DRAIN MANHOLE FH FIRE HYDRANT SECT SECTION FL FLANGE SIM SIMILAR FS FIRE SERVICE SQ SQUARE FT FEET/FOOT SS SANITARY SEWER cm or FRANCHISE UTILITIES (POWER, GAS, TELEPHONE, CTV) SSCO SANITARY SEWER CLEANOUT ckfSTA STATION G GAS, GUTTER STD STANDARD GV GATE VALVE STL STEEL H HORIZONTAL, HEIGHT T TELEPHONE Q HP HIGH POINT TB THRUST BLOCK TC TOP OF CURB ID INSIDE DIAMETER TE TOP ELEVATION Io ,,' w �- iE INVERT ELEVATION TG TOP OF GRATEN TOB TOP OF BANK lx `r � 4m L LENGTH/LINE TIC TOP OF CONCRETE LF LINEAR FOOT TYP TYPICAL m LP LOW POINT � � U) LT LEFT VC_. VERTICAL CURVE MAX MAXIMUM W WEST, WATER, WIDTH MECH MECHANICAL W/ WTH. MH MANHOLE WM WATER METER MIC MONUMENT IN CASE WS WATER SEPARATOR MIN MINIMUM MJ MECHANICAL JOINT YD YARD MON MONUMENT m ® AT o, z 0 0 z DESCRIPTION PROPERTY LINE CENTERLINE CLEARING LIMITS BOUNDARY SEDIMENT BARRIER CONTOUR LINE FENCE SANITARY SEWER LINE MANHOLE STORM DRAIN PIPE FOOTING DRAIN CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 2) CLEANOUT CLEANOUT AND WYE SURFACE SWALE DRAINAGE ARROW WATER WATER METER FIRE HYDRANT GATE VALVE TEE 90' - BEND THRUST BLOCK CAP CONCRETE PAVEMENT ASPHALT PAVEMENT CRUSHED SURFACING ROCKERY SPOT ELEVATION TELEPHONE LINE POWER LINE GAS LINE PRESSURE LINE SIGN LUMINARY MAILBOX MONUMENT SHEET INDEX 1 COVER SHEET & GENERAL NOTES 2 DEMO. & TEMP. EROSION CONTROL PLAN 3 DRAINAGE, WATER, & SEWER PLAN LEGAL DESCRIPTION THE EAST 330 FEET OF THE FOLLOWING DESCRIBED TRACT OF LAND: THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETZE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 231 FEET; AND EXCEPT THE WEST 284 FEET THEREOF; AND EXCEPT COUNTY ROAD. (LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1122100 DATED DECEMBER 12, 2003) EXIST PROPOSED 100 SS u IE S-D ❑ ■ `: 'J O • 0.0 BENCHMARK PROJECT BENCHMARKS - FIRE HYDRANT LOWER FLANGE AS SHOWN HEREON. VERTICAL DATUM BASED ON SANITARY SEWER INVERT ELEVATION AS SHOWN ON UTILITIES AS-BUILTS FOR EASTWAY CENTER BY DONESHVAR & ASSOCIATES ENGINEER, INC. "W=1031` CHECKED FOR COMPLIANCE TO RENTON CITY STANDARDS DATED FEBRUARY 14, 1990. SUPPLEMENTAL NOTES SUPPLEMENTAL GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF RENTON STANDARDS, THE CURRENT EDITIONS OF THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -INTERNATIONAL BUILDING CODE -WSDOT APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICI AL CONSTRUCTION -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN 2. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 4. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. 5. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 6. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. 7. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 9. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS AS APPROVED BY THE CITY OF RENTON, 10. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND THE WETLAND MITIGATION REPORT, IF AVAILABLE AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THESE REPORTS. 11. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 12. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 13. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 14. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE IIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 16, ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. 17. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 18, AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS WITHIN RIGHT-OF-WAYS SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCT10N CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 19. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVEN11ON OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 20. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 21. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 22. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 23, FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 25. CONTRACTOR SHALL NOTIFY THE LOCAL PUBLIC WORKS TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE PUBLIC WORKS. rp 4 IN 77 h P{ F. i t i t 2 ®T. = J y > Lt h of ;U z ib 0 N TS tAe 29 t s, '1 < z Ne s7tl' PI H M NE: r'th 1 � _ L N e 5th' t ti T G > N' z z a ryi N 4t I 'S - j.3 `d e '3rc7 Ct oz. N�,, 2nd PI to I've r ,'f. cl e " st ::,I :?asfmr 14"ie & vltd F'I * PROJECT SITE 26. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UT1 TY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES AND WITH 48 HOURS ADVANCE NOTICE. 21. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFIWNG. 28. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. 29. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6' OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 30. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 31. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL K. 322.. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. R41bb4321701 CITY OF RENTON RECOMMENDED FOR APPROVAL BY TE:3' _D< TE: -u-0s' 8 BY DATE: ►� N. G U r-"w4 rp .'p I EXPIRES: 9/5/2005 I w r4FO - *6 -jp1/7 SCANNED APR 2 2 -