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HomeMy WebLinkAboutR-405102Q) Q) D 00 2 PUGET S 21ST o 525 ST o � 0 w w In 0 � a o R. a Z > w N SE SE w N w 31ST �a Q ST SE 00 170TH ST o SITE SE 176TH ST w M GPI j GP�R RD s SE Q � 0 VICINITY MAP NOT TO SCALE TAX PARCEL 292305-9026 HORIZONTAL DATUM NAD 83/91 BASIS OF BEARINGS N89'16'57"E ON THE NORTH LINE OF SE 1/4 SEC. 29-23-5 VERTICAL DATUM NAVD 88 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 REFERENCES RECORD OF SURVEY, REC. NO. 20130508900002 RECORD OF SURVEY, REC. NO. 8011069005 RECORD OF SURVEY, REC. NO. 8104229004 PLAT OF THRESHOLD 1, VOL. 164, PGS. 8-12 HERON GLEN, A CONDOMINIUM, VOL. 119, PGS. 77-79 INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. 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. 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. I SDCB (SOLID LID) RIM=424.21 50' IE 12" CMP (N)=420.81 IE 12" CPP (E)=420.91 34 IE 12" CMP (S)=420.71 Q I SDCB Z RIM=423.99 SSMH IE 12" CPP (W)=421.59 0 5 10 20 30 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)=41401 IE 12" CPP (NE)=415.33 SCALE 1" = 30' 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 :.:.: :::::.:.:::.:.: 1 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 s s RIM=421.64 VOL. 121, PGS. 99-101 IE 12" CPP (N)=419.74 SSMH - RIM=422.23 1 • . • N s IE 8" PVC (N)=412.53 SDCB s IE 8" PVC (E)=412.38 RIM=420.41 s ..'.'.'.'.'.'. . A .....'.' .'.'.'.'...'.'.'.'.'.'.. IE 8" PVC (W)=412.23 IE 12" CPP (N)=418.16 D� �� . o SSMH �.'.'......... .... ............... ..... e1 i s ° s s CONCRETE' �IgEVVALK , s s i ... ... e s ........ .. .. .. .. .. RIM=423.36 s . S.'.' ' ..... .. .. .. .. .. .. ... .. ......... .... .................... '.'.........................SID................ ........... .. .. .. .. .. .... .......... ............................................. ..... .............................:........ASPHALT ROADWAY........................ .... . IE 8 PVC (N)- 411.66 ..................q. / ............ (�................... » c�'.'.So..'.'.'.'.'.'...2.' :............ SE':':17�'Tfi:':STREET :':':':':':': IE 8 PVC (S)= 411.56 ................... o ... ........ 2.. 8.O..WIDE.EASEM.ENT........... ............... ........ . ...... IE 8" PVC (W)=411.66 N....................................So.................................. ROADWAY FOR:•ROAD•WAY•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'............................ '�'.'.'.'.'.'.'.'.'.'.'. IE 8" PVC N W = 411.76 ., ... .... �/ .. NQ.QUTLU� f ... ..REO NO. 483014g.&........................................... �_......... ( ) o........So............rGN... ......... ...... ............................... ........ .. ....... ....�..r .SPGN REC.- NO: 8.84562. .. 1.J.':'.'.'.'.'.'.'.'.':I :'.'.....'.'... �.'SQ./' S '.'.'.'.' �.'.'.'.'.'.'.S.'v�.. .5. .5. 5.. 5. .'.'.'.;<5..�.- ...,��"-'. .'.'�'. S'.'. :'S' '� S...�' S. .. 11- - '.-S'.'._- _-S•.'.--- S ................. i....r.. . . .....................__..... . .... ... ............. N89'53'Q2"E. 212:11' .. o ..... . RIM=422.78 1 ..................... .h/CR......... ..... ® T E 12" CPP IIE 12" CPP (E)=413.28 .... ,- SDCB 0 6 ............................ s' ° RIM=419.83 IE 12" CPP (S)=413.48 sD N .•. ° .s IE 18" CMP (N)=417.73 }, s IE 8" CMP (E)=418.38 } .' I < SSMH 'IE 18" CMP (S)=417.33 RIM=422.72 u�� s 0 o w ;, I > IE 8" PVC (N)=411.92 -I ao B ..... ao 0 I - ' IE 8" PVC (E)=411.92 d .... .s ^ , ° y ... ....'.' ' s i o ^ J I LL., IE 8" PVC (S)=411.72 I N TAX PARCEL IE 8" CMP=418.92 N > 1 s 292305-9026 < .'.' W' ..'.'...1....'. .... c SDCB �.. �.... z s HOUSE z RIM=422.03 Q. I FFE=423.43 N I W - :..:.:•::.:.:•:•:. N I IE 12" CPP (W)=419.43 s GARAGE IE 18" CMP=417.55 .. ..Z . � . .... . N FFE=422.39 J L �r 1n. .. N Z N.: .. w • �� � Ago, /J DECO' N89.53 02 E 212.11 SHED � CONCRETE 10' WIDE SANITARY SEWER . WALL 14 18 EASEMENTS, REC. NOS. ` > RIGHT TURN �� 16" 7809190170 & 7810180107 " " o °0 NO OUTLET EASEMENT TO OWNER :OF (EASEMENTS WERE CREATED�o.........1..... o SIGN \ TAX PARCEL 292305-9026 PRIOR TO 12' RIGHT OF WAY 00 "FOR PURPOSES DEEMED �D• w TAX PARCEL TAX PARCEL CONVEYANCE) ...... ...... IN 292305-9028 APPROPRIATE" BY 292305-9144 ..... OWNER OF TAX PARCEL � 292305-9028 .....�.......o....` b REC. NO. 20161207002134 SDCB z NORTH LINE OF SOUTH 157' RIM=419.55 SW 1/4, NW 1/4, SE 1/4 IE 12" CPP (W)=416.90 42' SEC. 29-23-5 N89.48'54"W 30' ~0- -0- I Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division w 407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (S09) 674-7419 a Z W NORTH LINE OF SOUTH 36' N 1 /2, NW 1/4, SE 1 /4 SEC. 29-23-5 SD SD SD ❑ SD SD -❑ W rn S _ s S SSMH RIM=422.81 IE 10" PVC (N)=413.61 s IE 10" PVC (E)=413.31 IE 10" PVC (S)= 413.61 IE 10" PVC (W)=413.11 � 0 o 4 REVISED PER CITY COMMENTS CJM 4.5.19 3 REVISED PER CITY COMMENTS DRD 12.28.18 2 REVISED PER CITY COMMENTS DRD 11.13.18 1 REVISED PER CITY COMMENTS DRD 8.29.18 NO. REVISION BY DATE FOUND BRASS TACK IN LEAD IN CONCRETE PAVEMENT (11/15/17) co co 254' 42.0, 81' � co -� W co to y 3? LO 04 v Q 2y NI ,'WY ft N O '• v Iz l N C.O.R. #1866 FOUND 2" BRASS DISK IN LCASED CONCRETE MONUMENT (11 /15/17) 2 32 LEGEND (M) MEASURED C.O.R. CITY OF RENTON (R1) REFERENCE RECORD OE SURVEY, REC. NO. 20130508900002 FEE FINISHED FLOOR ELEVATION WCR WHEEL CHAIR RAMP M WATER VALVE FIRE HYDRANT ® WATER METER QS SEWER MANHOLE Q❑ STORM MANHOLE ❑ CATCH BASIN o MAILBOX ® JUNCTION BOX Q TELEPHONE MANHOLE ❑T TELEPHONE RISER dSIGN POST - SD SD STORM LINE - s s -SEWER LINE © ELECTRIC METER UTILITY POLE COTTONWOOD TREE PINE TREE REDWOOD TREE MAPLE TREE TREE (DECIDUOUS) ASPHALT s' s f. CONCRETE SURVEYED: SCALE: SDM VERTICAL: NAVD 1988 „ , HORIZONTAL: NAD 1983/1991 CJA DESIGNED: 1 -30 CJA DRD DRAWN: CJA DRD ONE INCH DATUM CJA CHECKED: AT FULL SCALE TJR IF NOT ONE INCH AP P R APPROVED: SCALE ACCORDINGLY CJA 1328.98' N89'53'02"E 1328.15' N89'30'50"W 1327.47' SE 168TH STREET N8916'57"E 2657.97' (M) 2657.96' (R1) I 3328.98' 00 0 co 00 0 co f, d- 28 C.O.R. #1863 Q:) FOUND BRASS PIN IN CASED Q:) CONCRETE MONUMENT 0) (11/15/17) I U ir o W 0 o Co co CID w to -L0 0- �o 0 o FOUND BRASS TACK IN M z CASED CONCRETE rn MONUMENT (11/15/17) 1326.54' 1326.54' 29 28 N88'18'28"W 2653.08' (M) 2652.88 (R1) 32 33 SE 176TH STREET SE 1/4 SEC. 29. TWP. 23 N., RNG. 5 E., W.M. SCALE: 1" = 200' Know what's below. Call before you dig. t.Rj CITY OF RENTON Planning/Building/Public Works Dept R-405102 PR18000280 B18003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING J111I swarlick 04/24/2019 ' JDL DUPLEX COVER SHEET & HORIZONTAL CONTROL PLAN DATE: 04105119 FIELDBOOK: N/^ PAGE: 'AV 1A 17707 SHEET: OF: Q 2 8 W Q) Q) D