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HomeMy WebLinkAboutR-437815NOTICE REQUIRED NOTES CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO BUSINESS DAYS, BUT 1. THE DEVELOPER IS REQUIRED TO NOTIFY THE LAND USE SERVICES DIVISION, NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR LAND USE INSPECTION SECTION, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION DEMOLITION IN ACCORDANCE WITH RCW TITLE 19. NAMES AND TELEPHONE NUMBERS FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION OF THE OPERATORS OF UNDERGROUND UTILITY LINES IN THIS PROJECT APPEAR BELOW. BEFORE BEGINNING: THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITIONS AS A. INSTALLING OF SILTATION AND EROSION CONTROL MEASURES REQUIRED. B. CLEARING AND GRUBBING PHONE C. EARTHWORK SOOS CREEK WATER & SEWER DISTRICT (253) 630-9900 D. INSTALLATION OF ANY UNDERGROUND UTILITY SANITARY SEWER E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACE F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE SOOS CREEK WATER &SEWER DISTRICT (253) 630-9900 WATER DISTRICT 2. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE RESIDENT ENGINEER, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, BEFORE ANY CONSTRUCTION PSE (800) 321-4123 IS STARTED ON ANY EXISTING STATE ROUTE. GAS COMPANY 3. A HYDRAULIC PROJECT APPROVAL (HPA) PERMIT MUST BE OBTAINED FROM THE PSE (800) 321-4123 WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE PRIOR TO ANY WORK WHEN REQUIRED. POWER COMPANY CALL BEFORE YOU DIG DIAL -A -DIG 1-800-424-5555 25 -6 2911 30' 9 41 _ ,. 8 o i D N C x N D1 In to rn LO EA FV I rn to AA N C 1 O//A{1 N a �k N tJ T_ A A W 7AA , 28.( S44 Its TRY I [C, - IL ,•, Il S11,1nl E_F A I nl �/ JII v\7L.L 1 nIViIL. 1 Uv�r I ;0 0 +I I R- 12 l SI'vGL. E-FAIAI L_Y Nn/^{Opy �)�T1py'T D E KING CO M Vv A.� COMM �:���Q ������� 'APPIZOVAI IYu..�� I — — —Pree;. — — — — — — — — — — 1A ----- SITE i,W;iN -' RING/Dx`AI I'wva cc42 DA l >� aaa3 SIGr?>;D , - T QN (l IPRQ T �v�.t:��Y 7iT'� �,J�L � 79PECIAL COrdDI'I` 0NS° l S:wGLE-FnIVIIL.`I1 I SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. IM USPS MAILBOX LOCATION APPROVAL. POSTMASTER BONDING INFORMATION RESTORATION BOND AMOUNT $ — PERFORMANCE BOND AMOUNT $ w LO �a w SE 186TH ST SITE w V) NTS SE 189TH ST = SE 190TH ST .._. W' SE 190TH PL Q SE 192ND ST o � } SE 196TH ST VICINITY MAP LEGEND } L R-12 FND MONUMENT AS INDICATED ® EX POWER LINE p ! SET MONUMENT AS INDICATED EX TELEPHONE UNEE T SOIL BORING <> EX EDGE OF PAVEMENT ------------------- '21"E \ FND AS INDICATED o EX EDGE OF GRAVEL ........... I .......... I....•••• WELL 1E EX MAJOR CONTOURS --105 1fl B B A® A B EX TREE (conifer) EX MINOR CONTOURS ---- --- EX FIRE HYDRANT EX SANITARY SEWER Ati� A A A A A A A A 7 PROPOSED FIRE HYDRANT PROPOSED SANITARY SEWER EX WATER VALVE x EX STORM DRAINAGE Y l _ PROPOSED WATER VALVE N STORM DRAINAGE { y i / ' 19 EX TYPE I CATCH BASIN ® EX DITCH C1 �,�,,,,-SA,,, „ PROPOSED TYPE I CATCH BASIN PROPOSED DITCH OJrl vv L.L-t f"11VIIL. I ` — PROPOSED TYPE II CATCH BASIN ® PROPOSED WATERLINE r� \ EX SEWER MANHOLE PROPOSED RETAINIG WALL C1 Y PROPOSED SEWER MANII()LE RIP RAP `O EX GAS VALVE pQ PCR POINT OF CURB RETURN 0 0 C1 LP LOW POINT EX UTILITY POLE -p- C © K f O7 3 HP HIGH POINT 1 Ln EX TELEPHONE RISER ❑ ' ` TW TOP WALL 1ti f PROPOSED ROCKERY coca ,rt BW BOTTOM WALL ® EXIST GROUND PROPOSED WATER LINF -------------W---- 21 PROPOSED ASPHALT PAVING z EX FENCE PROPOSED GRAVEL i rr �� VEHICLE :E ITRANCE D1 G J ®� / EXISTING WETLAND - - TOP OF WALL ELEV TW=275.00 .. o BOTTOM Or WALL ® PROPOSED GRADE BW=270.00 ow. WHF C � z. , . `� -' SHEET INDEX ` SHEET 1, COVER SHEET SE 189th ST. SHEET 1. V EXISTING SHEET 2' GRADING &ITSTo MN DRAINAGE PLAN - SOUTH HALF SHEET 3 GRADING & STORM DRAINAGE PLAN - NORTH HALF SHEET 4 SE 190TH STREET IMPROVEMENTS SHEET 5 CROSS SECTIONS SHEET 6 DETENTION VAULT DETAILS SHEET 7 RESTRICTOR & PUMP CHAMBER DETAILS SHEET 8 NOTES & DEETAILS SHEET 9 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SHEET 10 TEMPORARY EROSION/SEDIMENTATION NOTES AND DETAILS R-12 (p JII v,7L. L. 1 /A k 41L. 1 c'A "" r-c A "" " PROJECT DATA ro TOTAL SITE AREA: j4e,6-ill S.F. (3-141 AC.) TABLE 1 BULDM CONSTRUCTION PHASING PHASE NO. NO. OF UI4ITS YEAR Pi !A99 I 13 PHASE III PHASE IV PHASE V —P883 2004 2005 2006 15 UNITS 13 UNITS 13 UNITS TABLE 2 ROAD/UTILITY CONSTRUCTION PHASING DIVISION NO. YEAR DIVISION 1 2005 SEE PLAN STORM DRAINAGE / PARK TRACT 'B': !ofo40 S.F. ZONING: R-12 SO S.F.) / R-? 8 S`1 (1v3009 S.F) HOUSING ELEVATIONS/FLOOR PLANS: SEE ARCHITECTURAL SITE PLAN - — — — WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT DENSITY: SEE DENSITY CALCULATION WORKSHEET ON -SITE RECREATION: SEE LANDSCAPING PLAN PARCEL NO's: 6623400030; 0031; 0035; 0044 SCHOOL DISTRICT: RENTON 403 FIRE DISTRICT: 40 PROPERTY SPECIFIC DEVELOPMENT REGULATION: SO-220 SIGNIFICANT TREES (SEE LANDSCAPE PLAN) IMPERVIOUS SURFACE: R-12 = "TIOS1DSF (53%); R-18 (56%) K"SP 361U/'V Sh--III.4011�VI J PROJECT TEAM O `Q TSA ARCHITECTS, P.L.L.C. AKB ENGINEERS, INC. 50 116TH AVE. SE, SUITE 201 600 UNIVERSITY STREET, SUITE 112 BELLEVUE, WA. 98004 SEATTLE, WA. 98101-4104 TEL: 425-401-6828 206-381-9900, 206-381-9909 FAX: 425-401-0630 ATTN: PHILLIP VAN HEYNINGEN, P.E. }r;a: ATTN: KENT SMUTNEY -- _ — DESIGN TWO FOUR/TWO SIX, INC. J.S. JONES & ASSOCIATES 31o. . LANDSCAPE ARCHITECTURE 3408 52ND PL. NE N89'15'51S1 "w l MY ow,a„ 733 7TH AVE. SUITE 212 TACOMA, WA. 98422 KIRKLAND, WA. 98033 ATTN: JEFFERY S. JONES I A „ A Tr 425-8812426 V L.L.nvG �2n I L_ „nA InnC -ATTN: MARTY ZOLL.NER vUl vvvJ /� - NOTE ROXIMATE ONLY. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED ETERMINE THE BY TSA ARCHITECTS, P.L.L.C. AND IS FOR GRADING AND DRAINAGE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB D; g GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE APPROVED°?�` REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ' I HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES ARCHITECTS FULLY DIMENSIONED SITE PLAN. : -~ 4 In NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. S88 34'08"E 55.00' R-18 ni IP1 CvcC vU L.v\�J 11 AVOID CUTTING UNDERGROUND UTILITY ONES. ITS COSTLY. Call before you 0\\\��\\\\\\\\\\\\\\\\\\\�\\`ti\\` A KING COUNTY D.D.E.S. RENEW ENGINEER COMPLETION DATE SENIOR ENGINEER COMPLETION DATE JAMES H. SANDERS, P.E. APPROVAL DATE DEVELOPMENT ENGINEER COMMENTS: SITE PLAN APPROVAL APPROVAL OF THESE PLANS IS FOR CONSTRUCTION OF ROAD AND DRAINAGE IMPROVEMENTS, SITE DRAINAGE & GRADING AND TEMPORARY EROSION CONTROL IN UNINCORPORATED KING COUNTY ONLY. THESE PLANS DO NOT AUTHORIZE ANY OTHER UTILITY APPROVAL OR IMPROVEMENTS PROPOSED IN ANY STATE RIGHT OF WAY. SITE PLAN APPROVAL IS VOID IF THE COMMERCIAL BUILDING PERMIT HAS NOT BEEN OBTAINED OR RENEWED WITHIN TWO YEARS OF APPROVAL. SUBDIVISION PLAN APPROVAL IS VOID IF THE FINAL PLAT IS NOT RECORDED WHEN THE PRELIMINARY PLAT APPROVAL EXPIRES. PRO RATA SHARE ASSESSMENT ANALYSIS (COUNTY USE ONLY) SECTION TOWNSHIP RANGE TAX PARCEL NUMBER SITE LOCATION IS WITHIN THE __PREEN RIVER _ DRAINAGE SHED(S) PRO RATA SHARE ASSESSMENT(S) ARE: ❑ REQUIRED ❑ NOT REQUIRED FROM THE SITE DUE TO DEVELOPMENT FOR INCREASED STORM WATERrunoff. PEAK RUINIOFF ASSESSMENT RATE($ ) PER C.F.S. INCREASES.(10 YEAR, 2 HOUR STORM) PEAK VOLUME ASSESSMENT RATE($ ) PER AC. FT. INCREASES.(2 YEAR, 2 HOUR STORM) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. DATE PRELIMINARY PLAT APPROVAL N/A (SEE BSP) ORDINANCE # N/A PRELIMINARY MAP APPROVAL N/A (SEE BSP) CONSTRUCTION PERMITS RECEIVED SANITARY SEWER PENDING WATER DISTRICT PENDING GAS COMPANY PENDING POWER COMPANY PENDING TELEPHONE PENDING OTHER PENDING Emergency 911 Police — Fire— Rescue RECOMMENDED FOR APPROVAL DATE _ ENGINEER PLAN REVIEWER ENGINEER SUPERVISOR TRAFFIC & PLANNING ENGINEER KING COUNTY CONSERVATION DISTRICT MATERIALS ENGINEER OTHER APPROVED FOR CONSTRUCTION Dept. Development & Environmental Services King County, Washington DATE SIGNATURE PDSK PROPERTIES (253) 627-4070 n. �, a) Name Phone iv o 3 621 PACIFIC AVE., #300, TACOMA, WA. 98402-4611 0 U O J ®❑ ❑ Address and Zip Code v Z LO C Co co m 00 Z LO m N a e 'S LLJ X v W LL- p, e c E Z In •m 0 ,� `J 4 m •°' 0 F z I w C"IW • 0 • o 3 m rn m ® 88 m � Q � o a I Lr) L 'r^o) C 0 PP VI Lr) J 0. L . CD o v UU a_ r J CL d Q 0: J z w N n Q) E co z — U +, U � 0 � ❑ A Partnership Q p An Individual ° 888 LLC (253) 627-4070 L L. v c Name Phone � O 621 PACIFIC AVE., #300, TACOMA, WA. 98402-4611 4 � o WA �cli� ®❑ Address and Zip Code ® A Corporation ❑ A Partnership os Q3 99 $�� ❑ An Individual BASELINE ENGINEERING, INC. (206) 824-1205 EXPIRES: 05-24- o '� °' Name Phone CD 1-800-424-5555 CALL BEFORE YOU DIG: 1-800-424-5555 m :3 L. c 1910 - 64TH AVENUE WEST TACOMA, WA. 98466 UNDERGROUND SERVICE (USA) U (n O w 0 1 3/10/03 JW CSDP REVISION ® ® Address and Zip Code Sh.eet _1 -Of 10 N0. Date By Appr, Revision BEI JOB No. 01-065 R-437815