Loading...
HomeMy WebLinkAboutR-396101SURVEY DATA SEC. 14, TWP 23 N, R5E W.M. T (.0 EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND MOTHERS 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 I THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING O SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY AXIS SURVEY & MAPPING: LEGAL DESCRIPTION EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE COMMITTMENT FOR TITLE INSURANCE BY w 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. l­__ DATUM Q HORIZONTAL DATUM: NAD '83191 PER CITY OF RENTON CONTROL POINT #2103 J VERTICAL DATUM: NAVD '88 PER CITY OF RENTON CONTROL POINT #2103 In ORIGINATING BENCHMARK: LU CITY OF RENTON CONTROL POINT #2103 FOUND SMALL PIECE OF BROKEN BRASS SURFACE DISK IN 3" DIAMETER CONIC PLUGGED DRILL HOLE (03107) & (11 /16) ELEVATION: 547.942' O CITY OF RENTON PUBLISHED 0 FOUND PUNCH MARK IN 3/8" BRASS PIN IN CONC. MONUMENT IN CASE, DN. 1.4' 0.09'W OF SECTION LINE Q ELEVATION: 372.359' U-1 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 ELEVA TION: 421.94' TBM B' 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. ELEVA TION: 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 5 TH PL. ELEVA TION: 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. ELEVA TION: 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 ASSESSOR'S 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 5Z 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 IN 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 STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-0801090. NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE 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 GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. ALL HOMES CONSTRUCTED AS APART OF THIS PLAT ARE REQUIRED TO INSTALL AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM. CP —1 CONSULTANTS Site Planning - Civil Engineering , Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Q Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. w www.cphconsuItants.com Call before OU dig. J Copyright © 2018 CPH Consultants, LLC. All Rights Reserved. MEADOWVUE CITY OF RENTON, WASHINGTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CONSTRUCTION RECORD DRAWINGS NOVEMBER 27, 2018 PROJECT DATA PROJECT TEAM 1463400060 13833 156TH AVE SE RENTON, WA 98059 ZONING: R-4 PRESENT USE: SINGLE FAMILY JURISDICTION: CITY OF RENTON SITE DEVELOPMENT TOTAL SITE AREA PROPOSED # OF LOTS: PERMITTED SITE DENSITY.• PROPOSED SITE DENSITY.• ALLOWABLE LOT IMPERVIOUS AREA: MIN. LOT SIZE MAX. LOT SIZE ROW DEDICATION STORM TRACT SETBACKS FRONT - REAR - SIDE - SIDE (AT STREET): MAX. BUILDING COVERAGE. MAX. BUILDING HEIGHT GENERAL PARCEL NO: ADDRESS: 4.54 AC (197, 406 SF) 14 4 DU/AC 3.73 DU/AC 40% PER PROPOSED COVENANTS 9,633 SF 11,313 SF 33, 827 SF 21, 737 SF SERVICE PROVIDERS WATER WATER DISTRICT NO. 90 SANITARY SEWER Cl TY 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 KEYSTONE BLOCK WALL DESIGN CRITERIA SEISMIC DESIGN CRITERIA 0.2g (HORIZ. ACCEL.) STRUCTURAL DESIGN CRI TERIA 2015 IBC IBC DESIGNATION OF OCCUPANCY GROUP R-3 30' CONSTRUCTION PERMIT SUBMITTAL 25 CONSTRUCTION RECORD DRAWINGS 7.5' (20' TOTAL) 30' 35% 30 FT N0. REVISION PCE ACS APPLICANT SSHI LLC dba D.R. HORTON CONTACT: PATRICK DANNER 12910 TOTEM LAKE BLVD. NE, STE 220 KIRKLAND, WA 98034 PHONE: (425) 821-3400 SURVEYOR AXIS SURVEY & MAPPING CONTACT: MITCH T.S. EVANS 15241 NE 90TH STREET REDMOND, WA 98052 PHONE: (425) 823-5700 FAX. (425) 823-6700 CESCL CLINT LUCAS 12910 TOTEM LAKE BLVD. NE, STE 220 KIRKLAND, WA 98034 PHONE: (425) 821-3400 EXT.5118 J B S SURVEYED:CA_E VITCH EVANS JBS 1" = 50' DESIGNED: JAVIE SCHROEDER DRAWN: PETER EVANS ONE INCH CHECKED: AT FULL SCALE VJH IF NOT ONE INCH BY I DATE I APPR APPROVED: SCALE ACCORDINGLY xxx 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 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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 S C TY OF .111 RENTON Planning/Building/Public Works Dept. l h 1I- VICINITY MAP DRAWING INDEX a NOT TO SCALE SHEET DWG DESCRIPTION 1 CO.00 COVER SHEET 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 12 C3.00 OVERALL GRADING PLAN 13 C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 14 C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 15 C3.03 FRONTAGE PLAN AND PROFILE - 156TH AVENUE SE 16 C3.04 FRONTAGE PLAN AND PROFILE - 154TH AVENUE SE 17 C3.20 POND PLAN 18 C3.21 POND DETAILS 19 C3.101 ROADWAY GRADING AND DRAINAGE DETAILS 20 C3.102 RAMP 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 C3.107 ROADWAY GRADING AND DRAINAGE DETAILS 26 C3.108 ROADWAY GRADING AND DRAINAGE DETAILS 27 C3.109 ROADWAY GRADING AND DRAINAGE DETAILS 28 C4.00 COMPOSITE UTILITY PLAN 29 C4.01 SANITARY SEWER PLAN AND PROFILE 30 C4.02 SANITARY SEWER PLAN AND PROFILE 31 C4.03 SANITARY SEWER PLAN AND PROFILE 32 C4.04 SANITARY SEWER PLAN AND PROFILE 33 C4.05 OFF -SITE SANITARY SEWER PLAN AND PROFILE 34 C4.06 OFF -SITE SANITARY SEWER PLAN AND PROFILE 35 C4.101 SANITARY SEWER DETAILS 36 L-1 LANDSCAPE PLAN S Cj j ' 37 L-2 LANDSCAPE PLAN � 0� WAs 38 L-3 LANDSCAPE PLAN Al 39 L-4 LANDSCAPE PLAN 40 IL01 ILLUMINATION PLAN 37610 �° �w 41 IL02 ILLUMINATION PLAN FssCI S TE � 42 IL03 ILLUMINATION PLAN ZONAL A 43 IL04 ILLUMINATION PLAN CONSTRUCTION RECORD DRAWING THE AS —BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396101 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS COVER SHEET 7/25/18 FIELDBOOK: PAGE: DRAWING N0: C0.00 1 43