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HomeMy WebLinkAboutR-405101Q) J Q) D o a� PUGET S 21ST o 525 ST o N 0 w w f� 0 Za r NO D > r- � SE SE w U) W 31 ST �'o Q ST SE 170TH ST U) 0 SITE SE 176TH ST w N GPI j PRR RD SE Q S 00 0 VICINITY MAP NOT TO SCALE BOUNDARY NOTE THE LEGAL DESCRIPTION CALLS FOR THE NORTH LINE OF THE SUBJECT PROPERTY TO BE THE NORTH LINE OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29. THE SOUTH LINE OF THE PLAT OF THRESHOLD 1 ADJOINING THIS LINE IS CALLED FOR AS BEING THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29. HOLDING THE NORTH LINE OF THE SUBJECT PROPERTY AS THE NORTH LINE OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29 CAUSES AN OVERLAP OF UP TO 59t FEET OF THE SUBJECT PROPERTY WITH THE PLAT OF THRESHOLD 1. RECORDED SURVEYS UNDER RECORDING NO. 8011069005 (FOR SUBJECT PARCEL) AND RECORDING NO. 8104229004 BOTH HELD THE LINE AS BEING THE SOUTH LINE OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29. THIS SURVEY IS HOLDING THE SAME. NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E., W. M. CITY OF RENTON, STATE OF WASHINGTON TAX PARCEL REFERENCES 292305-9026 RECORD OF SURVEY, REC. NO. 20130508900002 RECORD OF SURVEY, REC. NO. 8011069005 HORIZONTAL DATUM RECORD OF SURVEY, REC. NO. 8104229004 NAD 83/91 PLAT OF THRESHOLD 1, VOL. 164, PGS. 8-12 BASIS OF BEARINGS HERON GLEN, A CONDOMINIUM, VOL. 119, PGS. 77-79 N89'16'57"E ON THE NORTH LINE OF SE 1/4 SEC. 29-23-5 INSTRUMENTATION VERTICAL DATUM INSTRUMENT USED: 5 SECOND TOTAL STATION. NAVD 88 FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. BENCHMARK CITY OF RENTON CONTROL MONUMENT #1863 TOP OF MONUMENT IN CASE AT EAST QUARTER CORNER OF SECTION 29-23-5 ELEVATION = 459.08 FEET LEGAL DESCRIPTION THE WEST 254 FEET OF THE NORTH 81 FEET OF THE SOUTH 1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 42 FEET THEREOF. SDCB (SOLID LID) RIM=424.21 50' IE 12" CMP (N)=420.81 IE 12" CPP (E)=420.91 N IE 12" CMP (S)=420.71 I SDCB RIM=423.99 SSMH N IE 12" CPP (W)=421.59 RIM=424.95 SDCB SDCB IE 8" PVC (N)=412.55......'.'.'.... RIM=422.36 RIM=421.08 IE 8" PVC (S)=412.35 :•:•:•:•:•:•:•: IE 12" CPP (E)=414.01 IE 12" CPP (NE)=415.33 IE 12" CPP (W)=413.61 IE 12 CPP (E)=415.23 SDCB •••••......... • TRANSITION TO IE 12" CPP (S)=(CAN'T SEE PIPE) HERON GLEN CONDOMINIUM IE 12" CPP (S)=418.08 RIM=423.69•:•:•:•:•:•:•:•:•:•:•I•:•:•:•:•:•:.:..." so ROLLED CURB TO VOL. 119, PGS. 77-79 IE 12" CPP (W)=415.08 IE 12" CMP (N)=419.94 • • • • • • • • • • • • • • • SOUTH AND EAST SDCB IE 12" CMP (S)=419.89 - 1 RIM=421.64 VOL. 121, PGS. 99-101 IE 12" CPP (N)=419.74 SSMH s ... ...RIM=422.23 �.'.'.'.a SDCB :.N:.:.:.:.:.'.:.:........... IE 8" PVC (N)=412.53 s IE 8" PVC (E)=412.38 RIM=420.41 s ...............�� '.. � IE 8" PVC (W)=412.23 IE 12" CPP (N)=418.16 ..........'.� .. .......... ...... ....... .......... ....M .......... .... ........ s..........................�........ s 1.. s , CONCRETE` S1 EWALK s - SSMH ............... ... :...... s D RIM=423.36 �.'S'. 5.'. ......... ....... .. .. ................. .. ...... .. .... .... ... ... ........... ........�................. ........ ...................... ..... ' .. ... ...ASP•HAL•T•ROADWAY........................ .... IE 8" PVC (N)=411.66 ......... ........... :.o:." :..... / ...�' ..... ...................SF'.':1.7 -T :STREE.T'•'::':'.'.'.'.'. ......... .......... .... ... ' '.' D..'.'.'.'.'.'.'.'.'....' ........ ......... ......... . . IE 8" PVC (S)=411.56 s o ... .... ?2. 8.0..WIDE .EASEM.ENT'..........''...'.'.............................. ........ . N �.'.'.'.'.'.'.'.'.'.'. :.......:.:..... ✓..................................................'.' ............ . o......................................... ...... ........ IE 8" PVC (W)-411.66 s 25•,MPW, .. , , .. „ .. , , .. , , , • FOR�•ROAD•WAY• . . 4''.... .. �.. �........... /..'.'.' ' '.'.NQ'.Oh�L'ET'. �.. REC. N0. 4&30148 &..... . IE 8" PVC (NW)=411.76'.'.'.'.'o.'.'.'.'.'.....o.........'.. N. SIGN..........'.'.'.'.'.'.'.'.' ........................ :.'.'.'.'.'.'.'.'.' �...... S GN.......... .......... 884562.... ... . .'. ..5�.•.... .'S. ...... .5...... S.N. .. 5.......5. .. S ....5:'.'"S':'.-�"�-S .': '""'.'.'�-"'.S'.'...S .. ...... �..................--..........,................................................................................. ...... SDMH a ............. N89'S'Q2"E 212:1.1�.. RIM=422.78 s . W R....'....'. .. o ... I / T EH IE 12" CPP (N)=418.98 vp SDCB IE 12" CPP (E)=413.28 ......V) ... .. RIM=419.83 IE 12" CPP (S)=413.48 I ... ... 1: IE 18" CMP (N)=417.73 E s ....... ...... •I• .. ... ` 16' s .. IE 8" CMP (E)=418.38 } ... I p.RIV�WAY..... c I I SSMH .� IE 18" CMP (S)=417.33 o .. ............ 0 •, w RIM=422.72 s �:.'.'.'..'.'.'.' '.'.' _ I IE 8' PVC (N)=411.92 ' .... ......'.' oo BR.I_Ck.:.' ao 0„ I o �. ... . .... IE 8" PVC (E)=411.92 d ...'.' w s s s i o w I �.... Li IE 8" PVC (S)=411.72 s3 N •'.'.. • TAX PARCEL IE 8" CMP=418.92 I N 16�292305-9026 LEGEND SDCB .10 0 HOUSE o ..... ....'.'.'...'.'.'.' z s I z RIM=422.03 Q (V ::•:•:•; I FFE=423.43 N I (M) MEASURED IE 12" CPP (W)=419.43 �• •�, , , , , 1 GARAGE N IE 18" CMP=417.55 0 2" ....'�•'.'... N FFE=422.39 C.O.R. CITY OF RENTON X .W ..N...... • • • . 2 (R1) REFERENCE RECORD OF SURVEY, O W b J s. s a DEC, N89'S3 02 E 212.11 REC. NO. 20130508900002 �- 20 FEE FINISHED FLOOR ELEVATION o...'.'.' s rxL� I m. z.'.'.'.'.� ....' SHED n y. CONCRETE 14" 9 WCR WHEEL CHAIR RAMP 10' WIDE SANITARY SEWER .I. < Q WALL 8 EASEMENTS, REC. NOS. ` > o_ M WATER VALVE RIGHT TURN 7809190170 & 7810180107 o NO OUTLET EASEMENT TO OWNER OF 10 FIRE HYDRANT (EASEMENTS WERE CREATED �20,.. • . o SIGN \ TAX PARCEL 292305-9026 PRIOR TO 12' RIGHT OF WAY . • • °0 "FOR PURPOSES DEEMED ® WATER METER CONVEYANCE) -6D•:: w TAX PARCEL I TAX PARCEL IN 292305-9028 APPROPRIATE" BY 292305-9144 OWNER OF TAX PARCEL �S SEWER MANHOLE 292305-9028 .'.' �'.'.' '.'•'•C'.'•'•'• o REC. NO. 20161207002134 @❑ STORM MANHOLE SDCB z NORTH LINE 7' SOUTH 15T RIM=419.55 SW 1/4, NW 1/4, SE 1/4 El CATCH BASIN IE 12" CPP (W)=416.90 429 -y SEC. 29-23-5 o MAILBOX ® JUNCTION BOX N89'48'54"W I � TELEPHONE MANHOLE T TELEPHONE RISER 30' dSIGN POST - sD So STORM LINE - S -SEWER LINE © ELECTRIC METER I UTILITY POLE COTTONWOOD TREE PINE TREE REDWOOD TREE MAPLE TREE AMES Encompass �F WAS�I��J� TREE (DECIDUOUS) ��� ASPHALT ENGINEERING & SURVEYING 4 REVISED PER CITY COMMENTS s.: CONCRETE Western Washington Division / 3 REVISED PER CITY COMMENTS 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 38285 ���� 2 REVISED PER CITY COMMENTS Eastern Washington Division �� ISTER SSIONAL� 1 REVISED PER CITY COMMENTS 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (S09) 674-7419 W J 12/26/15 NO. REVISION O z 0 5 10 20 30 SCALE 1 " = 30' NORTH LINE OF UTH 36' N01 /2, NW 1/4, SE 1/4 SEC. 29-23-5 SD SD SD SD LJ ❑ S S S S N SSMH RIM=422.81 IE 10" PVC (N)=413.61 IE 10" PVC (E)=413.31 IE 10" PVC (S)=413.61 IE 10" PVC (W)=413.11 SHEET INDEX: 1328.98' FOUND BRASS TACK IN LEAD IN CONCRETE PAVEMENT (11/15/17) o cI*' N89'53'02"E 1328.15' 254' 42.0' 81' (0 v (O LO N 34j Z LO Z � � Q 0* N W w N89'30'50"W 1327.47' m O N (D z if N C.O.R. #1866 FOUND 2" BRASS DISK IN CASED CONCRETE MONUMENT (11 /15/17) 2 1326.54' 32 INFORMATION NOTES: SE 168TH STREET N89'16'57"E 2657.97' (M) 2657.96' (R1) 1328.98' 00 0 LO (O Iz w O - 28 C.O.R. #1863 FOUND BRASS PIN IN CASED CONCRETE MONUMENT (11 /15/17) 0 O M 0: W (a CID o ofo FOUND BRASS TACK IN M z CASED CONCRETE 1326.54' 29 28 MONUMENT 11 15 17 N88'1 8I 28b W 2653. 08l M 2652. 88 ( R1 V 32 33 SE 176TH STREET SE 1/4 SEC. 29. TWP. 23 N., RNG. 5 E., W.M. SCALE: 1" = 200' OWNER: JDL PROPERTIES, LLC 705 214TH AVENUE SE SAMMAMISH, WA 98074 (206) 465-9678 ENGINEER/SURVEYOR: ENCOMPASS ENGINEERING & SURVEYING 165 NE JUNIPER STREET, SUITE 201 ISSAQUAH, WA 98027 (425) 392-0250 GEOTECHNICAL ENGINEER: GEOSPECTRUM CONSULTANTS INC. P.O. BOX 276 ISSAQUAH, WA 98027 (425) 391-4228 ARBORIST: AMERICAN FORESTRY MANAGEMENT 11415 NE 128th ST., SUITE 110 KIRKLAND, WA 98034 (425) 820-3420 LANDSCAPE: LANE & ASSOCIATES 13802 26th AVE. NW TULALIP, WA 98271 (425) 885-2319 PROJECT SITE ADDRESS: 10801 SE 170TH ST RENTON, WA 98055 PROPERTY AREA: 13,072 S.F. (0.52 AC.) TAX PARCEL NO. 292305-9026 TITLE COVER SHEET & HORIZONTAL CONTROL PLAN BOUNDARY & TOPOGRAPHIC SURVEY TESC & TREE REMOVAL PLAN TESC DETAILS GRADING, UTILITY & SITE PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS LANDSCAPE PLAN LANDSCAPE PLAN SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 CJM 4.5.19 CJA DESIGNED1 "=30' HORIZONTAL: NAD 1983/1991 : DRD 12.28.18 CJA DRD DRAWN: DRD 11.13.18 CJA DRD ONE INCH DATUM DRD 8.29.18 CJA CHECKED: AT FULL SCALE TJR IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY CJA SHEET# 1 2 3 4 5 6 7 8 LA-1 LA-2 CITY OF RENTON Planning/Building/Public Works Dept LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (LD) ZONING: RESIDENTIAL (R-14) PROPOSED USE: MULTI -FAMILY RESIDENTIAL ZONING: CITY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT #403 FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NATURAL GAS: PSE TELEPHONE: QWEST R-405101 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® SURFACE WATER UTILITY swarlick 04/24/2019 jfarah 04/25/2019 ' REGIONAL FIRE AUTHORITY APPROVED cthomas 04/24/2019 11, 9Fwv� DATE: JDL DUPLEX 04105119 FIELDBOOK: N/^ PAGE: 'AV 1A COVER SHEET & HORIZONTAL CONTROL PLAN 17707 SHEET: OF: 1 8 �■ L0 W J