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Home My WebLink AboutP_Post_Master_Approval_181001_v1z Z J X X SURVEY DATA X O EXISTING BOUNDARY, TOPOGRAPHIC, AND PLAMMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY AXIS SURVEY & MAPPING (AXIS JOB NO. 16-223), AS [] PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. W THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY AXIS SURVEY & MAPPING SEC. 14, TWP 23 N, R5E W.M. MEADOWVUE CITY OF RENTON, WASHINGTON ROADWAY GRADING DRAT NAGE AND SANITARYSEWER LEGAL DESCRIPTION IMPROVEMENTS EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE COMMITTMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER NO. 4266-2536097, DATED AUGUST 11, 2016, AT 7. 30 A.M. LOT 4, BLOCK 2, CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. W D DATUM HORIZONTAL DATUM: NAD '83191 PER CITY OF RENTON CONTROL POINT #2103 VERTICAL DATUM: NAVD '88 PER CITY OF RENTON CONTROL POINT 112103 O ORIGINATING BENCHMARK: Q CITY OF RENTON CONTROL POINT 112103 Q FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK 1N 3" DIAMETER CONC PLUGGED DRILL HOLE (03107) & (11116) W ELEVATION: 547.942' 73 TEMPORARY BENCHMARK: TBM A' SET RAILROAD SPIKE IN EAST FACE OF A UTILITY POLE W/ LIGHT LOCATED AT THE WEST SIDE OF THE INTERSECTION OF SE 138TH PL & 156TH AVE SE. 0.7' ABOVE GRADE ELEVATION: 421.94' TBM 8, SET FILED 'X' IN TOP WESTERLY FLANGE BOLT ON FIRE HYDRANT LOCATED AT THE NE QUADRANT OF THE INTERSECTION OF 156TH AVE SE & SE 139TH PL. ELEVATION: 412.24' TBM 'C' SET CHISELED SQUARE IN THE NW CORNER OF A WATER VAULT LOCATED AT THE EAST EDGE OF 156TH AVE SE, +/- 75' NORTH OF THE INTERSECTION OF 156TH AVE SE & SE 5TH PL. ELEVATION: 400.02' TBM D' AT THE TOP POINT OF THE 'A' IN 'IOWA' STAMPED IN THE BONNET OF A FIRE HYDRANT LOCATED AT +/- SOUTHWESTERLY CORNER SITE. 3' ABOVE GRADE. ELEVATION: 385.00' TBM E' TOP SOUTHWEST CORNER OF 1.2' X 1.2' X 3.6' TALL BRICK COLUMN LOCATED AT THE NORTH SIDE OF THE DRIVEWAY TO HOUSE NO. 14010 AT 154TH AVE SE. ELEVATION: 386.18' BASIS OF BEARING HELD A BEARING OF NORTH 00 29'18" EAST ALONG THE MONUMENTED CENTERLINE OF 156TH AVE SE REFERENCES: KING COUNTY ASSESSORS MAP FOR THE SW 1/4, SEC, 14, TWP. 23N., RGE 05E., W.M. PLAT - CEDAR RIVER FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 52, RECORDS OF KING COUNTY, WASHINGTON. (R1) - HIGHLAND ESTATES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 212 OF PLATS, PAGES 10-13, RECORDS OF KING COUNTY, WASHINGTON. (R2) - THE WOODS AT HIGHLANDS PARK (CURRENTLY UNDER OFFICIAL REVIEW) (R3) - BOUNDARY LINE ADJUSTMENT NO. L09L0017, RECORDED IN VOLUME 263, PAGE 194, RECORDS OF KING COUNTY WASHINGTON. (R4) - RECORD OF SURVEY BY C & C SURVEYING, RECORDED IN VOLUME 80, PAGE 188, RECORDS OF KING COUNTY, WASHINGTON. (R5) - SHORT PLAT NO. L9550020, RECORDED IN VOLUME 115, PAGE 196, RECORDS OF KING COUNTY, WASHINGTON. (R6) - RECORD OF SURVEY BY CONCEPT ENGINEERING, INV,, RECORDED IN VOLUME 78, PAGE 1, RECORDS OF KING COUNTY, WASHINGTON. (R7) - RECORD OF SURVEY BY TRIAD ASSOCIATES, RECORDED 1N VOLUME 209, PAGE 095, RECORDS OF KING COUNTY, WASHINGTON. (R8) - RECORD OF SURVEY BY GEODETIC SURVEYING SERVICES, RECORDED IN VOLUME 253, PAGE 279, RECORDS OF KING COUNTY, WASHINGTON. (R9) - RECORD OF SURVEY BY KENNETH J. OYLER, C.E. & L.S., RECORDED IN VOLUME 18, PAGE 278, RECORDS OF KING COUNTY, WASHINGTON. (R10) - RECORD OF SURVEY BY CAVNESS ENGINEERS INC., RECORDED IN VOLUME 12, PAGE 10, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL PROJECT TEAM STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-0801090. NOTES APPLICANT UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING SSHI LLC dba D.R. HORTON STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS CONTACT: PATRICK DANNER BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY 12910 TOTEM LAKE BLVD. NE, STE 220 INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY KIRKLAND, WA 98034 UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE PHONE. (425) 821-3400 UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON NOVEMBER 4-14, 2016 AND CAN ONLY BE CONSIDERED AS INDICATING THE SURVEYOR GENERAL CONDITIONS EXISTING AT THAT TIME. AXIS SURVEY & MAPPING THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT CONTACT: MITCH T.S. EVANS PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE 15241 NE 90TH STREET DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH REDMOND, WA 98052 LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS PHONE. (425) 823-5700 ANY POTENTIAL PROPERTY LINE DISPUTES. FAX. (425) 823-6700 C P CONSULTANTS Site Planning , Civil Engineering , Land Use Consulting a Project Management 4 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. CC)www.cphconts.com Call before you d rht q(117 CPH ConsultantsAntq IIC All Riahtc Recarvari CIVIL ENGINEER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE 11431 WILLOWS ROAD NE, STE 120 REDMOND, WA 98052 PHONE. (425) 285-2390 FAX: (425) 285-2389 LANDSCAPE ARCHITECT CRAMER DESIGN CONSULTANTS CONTACT: GAYLE CRAMER 1909 242ND ST SE BOTHELL, WA 98021 PHONE. (425) 241-6258 FAX. (425) 483-6062 JULY 31. 2017 ARBORIST S.A. NEWMAN FIRM CONTACT: PETER BLANSETT 3216 WETMORE AVE, STE 205 EVERETT, WA 98206 PHONE: (425) 259-4411 FAX. (425) 258-4435 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. CONTACT: CAROLYN DECKER, PE 12220 113TH AVE NE, STE 130 KIRKLAND, WA 98034 PHONE (425) 821- 7777 FAX (425) 821-4334 0 I CONSTRUCTION PERMIT SUBMITTAL NO. I REVISION PROJECT DATA GENERAL PARCEL NO: 1463400060 ADDRESS: 13833 156TH AVE SE RENTON, WA 98059 ZONING: R-4 PRESENT USE. SINGLE FAMILY JURISDICTION: CITY OF RENTON SITE DEVELOPMENT TOTAL SITE AREA 4.54 AC (197,406 SF) PROPOSED # OF LOTS. 14 PERMITTED SITE DENSITY.• 4 DU/AC PROPOSED SITE DENSITY: 3.73 DU/AC ALLOWABLE LOT IMPERVIOUS AREA: 407. PER PROPOSED COVENANTS MIN. LOT SIZE 9,633 SF MAX. LOT SIZE 11,313 SF PCE 6/06/17 JBS SuRvEyD° MITCH EVANS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED.. BY DATE APPR APPROVED: xxx SCALE: 1 " = 50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0 50 100 PLAN IN FEET ROW DEDICATION 33,827 SF STORM TRACT 21,737 SF SETBACKS FRONT - 30, REAR - 25' SIDE - 7.5' (20' TOTAL) SIDE (AT STREET): 30' MAX. BUILDING COVERAGE. 35% MAX. BUILDING HEIGHT. 30 FT SERVICE PROVIDERS WATER WATER DISTRICT NO. 90 SANITARY SEWER CITY OF RENTON POWER/ELECTRIC PUGET SOUND ENERGY NATURAL GAS PUGET SOUND ENERGY TELEPHONE/CABLE/INTERNET COMCAST, CENTURY LINK SCHOOL DISTRICT RENTON #403 GARBAGE WASTE MANAGEMENT VERTICAL: AD 1 . I T Y O F HORIZONTAL-NAD 983/183/1991 - CITY 1 ` e DATU M RENTON Planning/Building/Public Works Dept. VICINITY MAP I a NOT TO SCALE N 0 T' v O i' O O O i DRAWING INDEX i SHEET DWG DESCRIPTION 1 CO.00 COVER SHEET QJ 2 CO.01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES 3 CO.02 CITY OF RENTON STANDARD NOTES 4 CO.10 EXISTING CONDITIONS 5 CO.20 HORIZONTAL AND VERTICAL CONTROL PLAN 6 C1.01 TESC PLAN 7 C1.02 TESC PLAN 8 C1.03 TESC PLAN 9 C1.100 ESC DETAILS 10 C1.101 ESC DETAILS 11 C2.00 OVERALL STORM DRAINAGE PLAN O 12 C3.00 OVERALL GRADING PLAN O 13 C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE O 14 C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE O O 15 C3.03 FRONTAGE PLAN AND PROFILE - 156TH AVENUE SE 16 C3.04 FRONTAGE PLAN AND PROFILE - 154TH AVENUE SE r 17 C3.20 POND PLAN ZD 18 C3.21 POND DETAILS Q J 19 C3.101 ROADWAY GRADING AND DRAINAGE DETAILS 20 C3.102 ROADWAY GRADING AND DRAINAGE DETAILS 21 C3.103 ROADWAY GRADING AND DRAINAGE DETAILS 22 C3.104 ROADWAY GRADING AND DRAINAGE DETAILS 23 C3.105 ROADWAY GRADING AND DRAINAGE DETAILS 24 C3.106 ROADWAY GRADING AND DRAINAGE DETAILS 25 C4.00 COMPOSITE UTILITY PLAN 26 C4.01 SANITARY SEWER PLAN AND PROFILE 27 C4.02 SANITARY SEWER PLAN AND PROFILE 28 C4.03 SANITARY SEWER PLAN AND PROFILE 29 C4.04 SANITARY SEWER PLAN AND PROFILE 30 C4.05 OFF -SITE SANITARY SEWER PLAN AND PROFILE 31 C4.06 OFF -SITE SANITARY SEWER PLAN AND PROFILE � SC tts �P 37610 O w`� sI01VAL IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS COVER SHEET W DATE: O 5/15/17 0 FIELDBOOK: PAGE -- DRAWING NO: 2 CO.00 SHEET: OF: 1 30