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EXISTING EDGE OF GRAVEL ROAD ......................................................................... EXISTING EDGE OF PAVEMENT SS EXISTING SANITARY SEVER LINE CONC CPEP EXISTING STORM DRAIN UNE CONCRETE CURB AND GUTTER EXISTING WATER LINE D.I. EXISTING OVERHEAD POWER/CABLE/PHONE DRIVE EXISTING DITCH LINE - — -°°. tl — — ° EXISTING EASEMENT LINIE EXISTING EXISTING CONTOUR —w PROPOSED WATER MAIN S PROPOSED STORM DRAIN LME FILL PROPOSED FILL LIMIT UW CUT PROPOSED CUT LIMIT LINE PROPOSED CURB AND GUTTER • PROF�0-- SANITARY SIDE SEINER CHO PNOPOSED IINFLTRATION DRIIMIELL ® PROPOSED ASPWLT 000 PROPOSED POROUS CA3ItFLoMI F P110PO c -n- CONCRETE # ACI AMERICAN CONCRETE INSTITUTE ASPH ASPHALT CB CATCH BASIN CL/C—L CENTERLINE CO CLEANOUT COMB COMBINATION CONC CPEP CONCRETE CORRUGATED POLYETHYLENE PIPE CCG CONCRETE CURB AND GUTTER DEC DECIDUOUS D.I. DUCTILE MOON PIPIE DR DRIVE EA EACH ELEV ELEVATION EX EXISTING FH FIRE HYDRANT HORIZ HORIZONTAL IE MN4ERT ELEVATION LF LINEAR FEET LT LEFT l� MP MOWTOi PORT • :.4 D NORTH NAVD NORTH NGVD NATIONAL GEODETIC NO NUMIIIIIIER Oc ON O POROUS •- •,.•- . Pvc POLY4WYL CHLORIDE cNI J. TUTTLE BY R.O.W. OF -r ROAD RT RIGHT PERVIOUS CONCRETE SPECIFICATIONS STORMSD DRAIN m z STATIONSTA Typ TYPICAL E. E . IN COMPLIANCE WITH CITY OF RENTON STANDARDS AdA BY: DATE. �7 1 BY: DATE: !V(7/Ir BY: DATE: BY: DATE: © � • • its � � i • �.. © « . « • �' r 2 1►a � «� � ! r REVISION CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 TH 8/2015 JRT s'"ffioEwgXIS TH 6/2015 JICf T. HOHMANN yB 11/2014 JRT 5'B 10/2014 JILT °RWI: T. HOHMANN S6 8/2014 JRT cNI J. TUTTLE BY DATE APPR J. TUTTLE 1) ORIGINAL LOT SIZE = 50,398 SF 2) AREA TO REMAIN AS OPEN SPACE = 15,125 SF 3) AREA TO BE PARCELED INTO LOTS = 35,273 SF 4) DISTURBANCE AREA WITHIN LOTS = 35,273 SF 5) PERCENT OF SITE DISTURBED = 70.0% 6) PERCENT OF LOT AREA DISTURBED = 100.0% OWNER(APPLICANT MICHAEL JOHN SKAGEN LAURA LYNN SKAGEN 12050 SE 178TH STREET RENTON, WA 98058 (425) 235-7508 PLANNER PHIL KITZES PK ENTERPRISES 23035 SE 263RD STREET MAPLE VALLEY, WA 98038 (206) 227-7445 CIVIL ENGINEER JOHN R. TUTTLE, P.E. TUTTLE ENGR. AND MGMT. 275 WEST RIO VISTA AVENUE SUITE 1 BURLINGTON, WA 98233 (360) 899-5953 SURVEYOR STEPHEN PHILLIPS AXIS SURVEY AND MAPPING 13005 N.E. 126TH PLACE KIRKLAND, WA 98034 (425) 823-5700 LANDSCAPE ARCHITECT LEANNE KUHLMAN, ASLA BACKYARD BOTANICAL 24419 30TH AVENUE CT E SPANAWAY, WA 98387 (253) 846-9878 EROSION CONTROL SUPERVISOR SELECTION IS PENDING Lo R 13/1.,715 OF RFAFdNWL- HEM N01 '48' 26"W BETWEEN CITY OF RENTON CONTROL POINTS #1872 40X4" CONIC MONIUIMEN T DOWN 1.0' IN CASE AT THE INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. AND CONTROL POINT #1876 (AKA. W. Y4 CORNER SEC. 5 T22N R5E., W.M.) A 1-1/4'0 DOMED BRASS DISC WITH A PUNCH 0.4' DOMMN IN CASE AT THE INTERSECTION OF S.E. 200TH STREET AND 100TH AVE. S.E. HELD CITY OF RENTON CONTROL POINT #1927 A CONCRETE MONUMENT AND CASE IN GAVEL SHOULDER 3.9' NEST OF *EST EDGE OF ASPHALT OF TALBOT ROAD SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND STREET. VERTICAL DATUM: NAVD88, ELEVATION: 127.70' SITE SPECIFIC K; TRIM #1 = CHISELED "X" ON S.W. TOP BONNET BOLT OF FIRE HYDRANT EAST SIDE OF TALBOT ROAD, APPROXIMATELY 12' SOUTH OF SOUTH PROPERTY LINE OF SI TE. ELEVATION: 213.79' +TBM #2 = TOP OF RIM ON SDCB #1133, WEST SIDE OF TALBOT ROAD SOUTH, APPROXIMATELY 19' SOUTH AND 55' WEST OF NORTHWEST PROPERTY CORNER. ELEVATION: 187.32' PARCEL DATA LEGAL DESCRIPTION SITE ADDRESS: LOT 1, KING COUNTY SHORT PLAT WA*IER 1182029 (REVISION) 197XX TALBOT ROAD SOUTH RECORDED UNDER RECORDING NUMBER 86070105M, IN KING RENTON, WA 98055 CONN TY, WASHINGTON. PARCEL NO.: 793100-0058 (PER TITLE DEPORT BY FIRST AMERICAN TITLE COMPANY DATED PARCEL SIZE: 50,398 S.F. (1.157 AC) AUGUST 5, 20119 7:30 A.M. ZONING: RESIDENTIAL -4 (R-4) SHEET INDEX SHT. NO. DESCRIPTION C-1 TITLE SHEET C-2 EXISTING CONDITIONS/EROSION AND SEDIMENT CONTROL PLAN TEMPORARY EROSION CONTROL NOTES AND DETAILS C-3 C-4 HORIZONTAL CONTROL PLAN C-5 ROAD FRONTAGE IMPROVEMENTS PLAN C-6 SITE IMPROVEMENTS PLAN C-7 SITE GRADING PLAN C-8 PLAT IMPROVEMENT NOTES AND DETAILS C-9 PLAT IMPROVEMENT NOTES AND DETAILS C-10 PLAT IMPROVEMENT NOTES AND DETAILS C-11 PLAT IMPROVEMENT NOTES AND DETAILS C-12 PROJECT SPECIFICATIONS C-13 PERVIOUS CONCRETE SPECIFICATIONS 1) PHONE/CABLE/1N'll'IERNET 1: CENTURYLW (M&650.6750) 2) PHONE/CABLE/IN7ERNET 2: COMICAST (M-042.1341) 3) NATURAL GAS: PUGET SOUND ENERGY (8W22&5773) 4) POWER: PUGET SOLUM ENERGY (8W22&5773) 5) REFUSE DISPoSuL- WAS7E LAANAwOEMA&NT (42&430.41M) 6) WA,7ER: SOOS CREEK V A70 AND SEWIM =WNCT (253.M9000) 7) SE SODS CREEIC M AIM AND SE wat D1S1MCT (25.3.t3 GSW) THE SIC MN SHORT PLAT IS SUILECT TO 'THE FOLLOWW COND1I7X*S: 1. 7HE APPLICANT MALL BE — ---LED TO COMPLY " OOMD17NM AS OUnAED IN 7HE A11WMIty1IED SWIEET MODFICATION ISSUED ON ,RINE 7, 2011 (DMINT 15). 2. THE APPLJCANT MALL BE REQUIRED TO LIMIT THE NUMBER OF ACS POINTS TO NO MW 7FIAN "THREE (3) CURB CUTS FROM THE 5—LOT SHORT PLAT M TALBOT ROAD SOUTH; TWO SHARED DRIVEWAYS AND ONE SINGLE DRIVEWAY WITH A 0011 NOTE ON THE FACE OF THE PLAT. MUTUAL ACCESS EATS MALL BENE LOTS 1 & 2 AND LOTS 3 & 4. ACCESS EASEMENTS SMALL BE MAN1ED AND CONVEYED TO TIDE LOT 01111111IIIIIIIERS AT THE TIME OF SALE. 3. THE APPLICANT MALL BE REQUIRED TO COM PL.E7E HALF—STREET FRONTAGE HMPAO ►ITS ALONG THE ENTIRE FIRONTA+GE OF TALBOT ROAD SOUTH. A MEB1E TS PLAN SHALL BE SUOMMED TO, AND APPROVED BY, TIME CURRENT PLAIINMNG PROJECT MA11I/1�! AIM Tw PLAIN PRIOR TO CONSIALICTICN PEalr(MT APPROVAL. 4. THE APPLICANT 94ALL MOVE ALL RETA"M (MALLS AT FAST WtEE (3) FEET BEIMM TWE PUBLIC INGHT--OF—WAY. A REVVED LANtIIICAPING PLAN SHALL BE SUMMTWD M AND APPROVED BY, THE CURRENT PL ANNIIIG PROJECT MANAGER PRICK TO CONSIOX71ON PERMIT APPROVAL 5. THE APPLICANT SHALL MAINTAIN A FIVE—FOOT (5) DW*VAY SEPARATION FROM ANY Pl1 PE'RTY LINE BEFORE CON 57RLIC71 NG A DRIVEWAY AT YNE MAXIMUM 15% GRADE ON LOT & S. THE APPLICANT SHALL PROVIDE A DRIVEWAY CROSS—SEC710N, NOT EXCEEDING 15X GRADE, IMl(H TIS BUIIILDING PERMIT APPLICATION FOR LOT & 7. THE APPLICANT MALL REVISE THE LANDSCAPING PLAN 70 Meq.UDE A 10—FOOT LAI1 CW6AP1 - SUP ALONG TIE REAR POR710N OF LOT 5 04M SHALL BE PLAN IN AN EASEMENT " A CANVIEVONDING NOTE ON lid FACE OF THE PLAT. ALWAINA7IMELY, 71E APPLICANT MAY ELECT TO RE7W SHORT PLAT TO CONNECT 907H 7RACT A AND TRACT B SUCH THAT 7WK IS A k0dMUM OF 10—FOOT SEPARA7ION BETWEEN LOT 5 AND THE PROPERTY LMS TO 7HE EAST. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, A PIS MEE ING MUST BE HELD BETWEEN THE Cmr OF RENTON PLN RAW SECTM AND THE APPLICANT. sems: CITY OE RENTON ONE 0"� - S�VV AT FULL •GALE IF NOT OW *M Planning/Building/Public Works Dept. SC" AGCOMWWY VICINITY MAP SW 1/49 NE 1/4, SEC. 6, THIP. 22N., RGE. 5E., W.M. TUTTLE ENGINEERING AND MANAGEMENT 275 West Ido Vista, Suite 1 Burlington, WA 98233 10: (360) 899-5953 M:(360) 920-7030 E: JTUTTLEOTUTTLE-TEAMMM SK (MIEN 5 LOT SHORT PLOT 9/02/2015 TALBOT o OOT ROAD Rm. NO: MLE SHEET C-1 1 �13 cI)' P -., e ms& 0/ EMEREENE I r z SR T: - _i zC H � 7 12 f77 x <i 0 o r Y+ Q , Z 7 \ z c COO) � z m m m z m ID 8 H � 7 12 f77 0 o r Y+ Q , Z 7 \ z c COO) � Z 7 m z m ID 12 Z 0 O -3