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HomeMy WebLinkAboutLUA-08-059 - LARGE FORMATI STORMFILTER MANHOLE W`1 4 CART. RIM=456.0 IE(OUT)=445.0 IE(IN)=447.5 (B.o)-TOP 456.0 TOE 448.0 TOP 45 7. 0 (11.0) rnc- A.4 e-j n E. TnP A1,7 n •4 N 14 S00'53'09"E 50. 00' TOP 455.0 (30) TOE 452.0 TOP 455.0 (3.0) TOE 452.0 INLET IE= 448. 0 A PAVED POND ACCESS ROAD, 155v. MAX. TOP 455.0 (18.0) ITOE 437.0 ? Z. ............. .... ..... ............... . . . .. .......... OUTFALLI, J, 6� % 12 SD 's 2.07. POND f30T.=44,6.Qj\ TOP 462. &, Z.6. f IYUCY �� 7E) VV Jvp. 00" 0 CL P-462.8 TOP 4 i�651. 462.0 6-cl J0 TOE 460.01 4 j ( :;L TOE 449-S 45cl (2. o) TOP TOE 454. TOP 452.0 T '46 2 448 TOP TOE TOP 4480 453.9 TOE (1.0) TOE 447.0 M 7.? DRAINAGE STRUCTURE TABLE &WXWESnWXWRE TABLE STRLMRE * 4 GIM7F INVERT ID ni NORTH 6w nW atVA nM IN 0" C8.100 TYPE2-,8" M24177 I&W.56 V 4M4 448L7 44& 7 CB101 TYPEI 19242.44 18815.94 V 40.4 46&4 46a4 CR200 TypE1 19164.13 ISM64 V 46a0 45&8 4688 CB201 TYPE2 1916384 IM1714 V Mao 480.0 460.0 CB300 TYPE1 1908644 18836.83 To 46a4 469.6 469.6 CB310 TYPE 19085,92 IBW297 Tc 46a 0 469.9 469.9 CBM TYPEI 19080.43 18803.25 Tc 46al 460.1 460.1 S = MANHOLE FRAME AND SOLID LOCKING LID V = STANDARD FRAME AND VANED GRATE TC= THROUGH CURB INLET NORTHING AND EASTING ARE LOCAL PROJECT COORDINATES REFERENCING CENTER OF STRUCTURE 430.0 -427 0 (3-0) 31 d, 0) 5 LEGEND -OD- STORM DRAIN M SD CATCH BASIN - - - - - - - ROOF DRAIN .................... .............. SEWER MAIN SEWER MANHOLE SIDE SEWER SERVICE SIDE SEWER CLEANOUT z w WATER MAIN ..... ------ - ---- ..... WATER SERVICE 0 WA TER METER PROPOSED FIRE HYDRANT C- ................ . .. . .. .. ..... . ......... ... . ..... ....... .................... GENER4L PROJECT DATA z :j . I . ......... .................. . ........ ........................ . ..................... ....... SCHOOL DISTRICT. RENTON ' ....................... ���o� FIRE DISTRICT.- X WATER: KC WATER DISTRICT 90 SEWER: CITY OF RENTON A AA POWER: PSE AV TELEPHONE. COMCAST CABLE T.V.: COMCAST F EXPRZES 11127/ ...... ..... ..................... . ......................... .... 1. ALL CLEARING, GRADING, STORM DRAINAGE, AND UTILITY IMPROVEMENTS SHOWN ARE PFOPOSED IN ACCORDANCE WITH CURRENT C�TY OF RENTON DEVELOPMENT STANDARDS. 2. PROPERTY BOUNDARY, PUBLIC RIGHT-OF-WAY, AND EXISTING UTILITIES, STORM DRAINAGE FACILITIES, STREET FEATURES, AND OTHER TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN AND USED AS A BASIS FOR DESIGN ARE PER A SURVEY PREPARED BY GEO-DIMENSIONS, IqC. (GEO JOB NO. 7464, APRIL 1, 2008) AS PPOVIDED BY CENTRE POINTE CONSULTANTS, INC. PS. M Ei . ........... ca J cf) ct >- 11� U. Cc - pp LLI 0 !�mj 0 uj w c WEY JOHN SMITH PO BOX 2670 RENTON, WA 98056 Phone, (206) 73043989 PLANNIN6 CITY OF REWON SEP 2 5 2008 RECEIVED CONSULTANTS Site Planning - (iyil Engineering Project Management Land Dayallopment (onsultinj 733 7th Avenue, Suite 100 Kirkland, WA98033 Phone: (425) 285-2390 FAX- (425) 285-2389 0 40 80 www.cphoonsubnts.com HORIZ. IN FEET PROJECT NO. 006349-Wi CALL BEf*M DRAWING n0 YOU Pile C1.0 14M04,24 5-5-5-5- SHEET 2 oF 4 DVAW 0 22008 CM Cww*m%I Ur. Al FWft ftursi 111� s Lo -:* 47C 46C 45C PVI STA = 1+47.19 w VI ELEV = 469.82 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 470 460 G�7ej 440 E'V LOW POINT ELEV = 461.60 LOW POINT STA = 1+42.52 PVI STA = 1 +42.52 PVI ELEV = 461.50 A.D. = 1.60 K = 31.25 50, VC o+so 1 +20 1 +so ROAD B o 2+40 2+80 3+20 NOT TO SCALE 3+60 5' (SEE NOTE) SIDEWALK 4" CEMENT CONC. SIDEWALK 2P c. ROW (ROAD A) 27. ram. CONSTRUCTION q +. � 10' 26' (ROAD B) 10' 4" MIN. COMPACTED DEPTH CLASS "B" ASPHALT CONC. (MIN. 2 LIFTS) 3" ATB — 6" COMPACTED DEPTH CSBC SUITABLE UNDISTURBED NATIVE OR COMPACT IMPORT FILL MATERIAL SUBGRADE CEMENT CONC. VERTICAL CURB AND GUTTER —\ -i. NOTE. A 5' PUBLIC PEDESTRIAN EASEMENT SHALL BE PROVIDED ADJACENT TO THE NORTH EDGE OF ROAD Az RIGHT-OF-WAY TO ACCOMMODATE PEDESTRIAN FACILITIESS OVER TRACT D. CLEARING, GRADING, STORM DRAINAGE, > UTILITY IMPROVEMENTS SHOWN ARE )POSED IN ACCORDANCE WITH CURRENT ' OF RENTON DEVELOPMENT STANDARDS. )PERTY BOUNDARY, • PUBLIC RIGHT-OF-WAY; ) EXISTING UTILITIES, STORM DRAINAGE 'ILITIES, STREET FEATURES, AND OTHER OGRAPHIC INFORMATION SHOWN ON THIS N AND USED AS A BASIS FOR DESIGN ARE PER A SURVEY PREPARED BY GEO-DIMENSIONS, INC. (GEO JOB NO. 7464, APRIL 1, 2008) AS PROVIDED BY CENTRE POINTE CONSULTANTS, INC. PS. 2 m z z o � a � 0 z ........... f k% cn } LL LU uj all cn m V SO Qc- �W61 v X 4c JOH N SMITH PO BOX 2670 RENTON, WA 98056 Phone: (206) 73043M c P CONSULTANTS ill •teile�ria 0 20 40 M 7th Avon^ &ft 1W rarer WA HORIZ. IN FEET (4M IFAu: (4A 28500 0 5 10 PROJECT NO. VERT. IN FEET 006346-W1 cj" allpmfiz DRAWING YOU DIG 1.800.424G= sHEEr 4 OF 4 VOLUME/PAGE 4,VAKIAN- SMITH- YAGER LOT LINE ADJUSTMENT FILE NO. --_--___—LLA A PORTION OF THE NW 1/4 OF THE NE 1/4 & THE NE 1/4 OF THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER (S) . IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ark Avakian C.L. G W.H. Yager APPROVALS: John Smit EXAMINED AND APPROVED THIS DAY OF 2008 CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 2008 KING COUNTY ASSESSOR LEGAL DESCRIPTIONS: TAX PARCEL NO. 1023059247 DEPUTY ASSESSOR THAT PORTION OF THE SOUTH 165 FEET OF THE NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE EAST LINE OF LOT 21, HONEY CREEK ESTATES, ACCORDING To THE PLAT THEREOF, RECORDED IN VOLUME 63 of PLATS. PAGES 30 AND 31, IN KING COUNTY, WASHINGTON, PRODUCED SOUTHERLY; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER THE NORTH 30 FEET OF THE FOLLOWING DESCRIBED TRACT: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 88°14'06" EAST ALONG THE SOUTH LINE OF SAID HONEY CREEK ESTATES, A DISTANCE OF 210 FEET, MORE OR LESS,TO THE EAST LINE OF 146TH AVENUE SOUTHEAST PRODUCED SOUTHERLY; THENCE SOUTH 165 FEET, MORE OR LESS TO THE SOUTH LINE OF SAID NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10; THENCE NORTH 88'14'06" WEST A DISTANCE OF 210 FEET TO THE SOUTHEAST CORNER OF THE MAIN TRACT HEREIN; THENCE NORTH 165 FEET, MORE OR LESS TO THE POINT OF BEGINNING;, IN KING COUNTY, WASHINGTON. TAX PARCEL NO. 1023059111 THE SOUTH 165 FEET OF THE NORTH 990 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, PAGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE FOLLOWING DESCRIBED PORTION OF SAID PREMISES: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER; THENCE WESTERLY TO THE SOUTHWEST CORNER OF THE EAST 398 FEET OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER; THENCE SOUTHERLY TO THE SOUTHWEST CORNER OF THE EAST 397 FEET OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER; THENCE EASTERLY ALONG THE SOUTH LINE OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER TO THE EAST LINE OF SAID SUBDIVISION; THENCE NORTH ALONG SAID SUBDIVISION LINE TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION LYING WITHIN 148TH AVENUE S.E.; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN THE SOUTH 10 ACRES OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. TAX PARCEL NO. 1137400150 LOT 15 OF BROOKEFIELD, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 223 of PLATS, PAGES 25 THROUGH 28, UNDER RECORDING NUMBER 20040901002377. IN KING COUNTY, WASHINGTON. RECORDING CERTIFICATE: Recording No. Filed for record this day of 2008 at _.M. in book of Surveys at page at the request of Roy Snyder. Manager Superintendent of Records J Easement Notes: 1) AN EASEMENT FOR A POWER LINE, FILED UNDER RECORDING NUMBER 347794 DOES NOT CONTAIN SUFFICENT INFORMATION TO SHOW AN EXACT LOCATION. 2) AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES, FILED UNDER RECORDING NUMBER 7306120436. THIS EASEMENT DOES NOT AFFECT THE SITE. 3) AN EASEMENT EXISTS UNDER AND UPON THE EXTERIOR 10 FEET OF PARCEL C PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED RIGHT-OF-WAYS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THE PLAT OF BROOKEFIELD AND OTHER PROPERTY, WITH UTILITY SERVICES AND SIDEWALK, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN TOGETHERI STATED TO THE CITY OF RENTON, KING COUNTY WATER DISTRICT NUMBER 90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEVISION USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. SHOWN HEREON. 4) A PRIVATE EASEMENT EXISTS IN FAVOR OF PUGET SOUND ENERGY COMPANY, QWEST, COMCAST AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UI'ON ALL PRIVATE STREETS, ALLEYWAYS PRIVATE DRIVES AND THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING STREET FRONTAGE OF PARCEL C AND 5 FEET PARALLEL WITH ADJOINING ALLEYWAYS AND PRIVATE DRIVES ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES. "VAULT EASEMENTS" ADJACENT TO THE 5- FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPY UP TO AN ADDITIONAL 5 FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF AS -BUILT VAULT (S). THE NUMBER AND LOCATION OF VAULT EASFMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH WITH NECESSARY FACILITIES AND OTHER EQUIPMENT, FOR THE PURPOSE OF SERVING THE PLAT OF BROOKEFIELD AND OTHER PROPERTY, WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATION, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATION OR DATA TRANSMISSION SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THESE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. SHOWN HEREON. 5) AN EASEMENT FOR SANITARY SEWER, OVER THE NORTHERLY 10 FEET OF PARCEL C. SHOWN HEREON. Basis of Bearing: TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00°58'31.09" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH IN 1/2" BRASS DISC, INCASED, AT THE INTERSECTION OF 148TH AVENUE SE AND SE 112TH STREET. THE MONUMENT IS THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 2 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 186170.676 / 1316637.880 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981204 AND THE GRID SCALE FACTOR OF 0.999999475 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. LAND SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Act at the request of John Smith in June,_2-08" Roy Snyder Certificate No. 20847 cording SN Y� / o Z v cc ocza 20847 O J� �1p FBI S T 01 �Vq ( L NNO EXPIRES ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) SS COUNTY OF ) THIS IS TO CERTIFY THAT ON THIS DAY OF 2008, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED TO ME KNOWN TO BE THE PERSONS) WHO EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT SIGNED THE SAME AS FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING AT STATE OF WASHINGTON ) SS COUNTY OF ) THIS IS TO CERTIFY THAT ON THIS DAY OF 2008, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED TO ME KNOWN TO BE THE PERSONS) WHO EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT SIGNED THE SAME AS FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT STATE OF WASHINGTON ) SS COUNTY OF ) THIS IS TO CERTIFY THAT ON THIS DAY OF 2008, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED TO ME KNOWN TO BE THE PERSON(S) WHO EXECUTED THE FOREGOING DECLARATION AND ACKNOWLEDGED TO ME THAT SIGNED THE SAME AS FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. CENTRE P IN TE Consultants, Ina, P.S. 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: May 2, 2008 JOB NO.: 2995 SCALE: DNA DRAWING NAME: 2995 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT LAND RECORD NO. LND- __- INDEX DATA NW -NE & NE -NE 03, T23N, R5E, WM SURVEY FOR: John Smith DEVELOPMENT PLf CITY OF RENT( P.O. Box 2670 JUN 17 20( Renton, WA 98056 KING COUNTY, WAS HINGTO } SHEET 1 OF 2 1P NG VOLUME/PAGE LINE TABLE LINE BEARING DISTANCE L1 S89'09'19"E 21.01' L2 S00'53'09"E 50.00' L3 N00'52'45"W 35.30' L4 S00'55'54"E 30.01' L51 S89-13'21"E 30.01' L61 S27-52'16"E 187.54' L71 S10-53'33"E 168.06' A PORTION OF THE NW 1/4 OF THE NE 1/4 & THE NE 1/4 OF THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10. TOWNSHIP 23 NORTH RANGE 5 EAST ILLAMETTE MERIDIAN. •, nA7n I '�'IJ/'ti Vu-u \A v J IK J� MJIK"��� A 89.12'51"E 1 567.92' oJ� 281.29'NEW - 286.63'NEW "3,.tv-vK�Q NEW LOT LINE \ \ I 6nn-V«U J � JYY.,VV 3 r % Lot B z r A./ fin[; ;��. Iv«��� AVENUE NE ` 39750 SO. FT. 3 105 LYONS o FOUND PUNCH IN 1.5" BRASS DISC, INCASED. ,,n0 "' Q �E�L EA 6` 41.0' n uJ /'ru V �562.94' cu eq0 `'� cn �85 S89'13'21"E 366.44 ^n^ ' „ 710-U,/U __ 196.50' 10, SANITARY 3 �70 incu SEWER EASEMEN in C3F 1 BLDG. PER PLAT LD LOT LINE \ AREA 1, 258 cUN ���-•�n_n ,6^ ' Lot A SO.FT. a �� co J/Yv u..,u � I S89'09'27"E o NEW LOT LINE w cm z 120540 SO. FT. l sy; c*m ao ~ CIO 10' UTILITY EASEMENT PER PLAT FOUND PUNCH IN 1.5" BRASS DISC, INCASED _j \v PN\VLL -, I 44 n n, n W. 113740-u15u L 1 Ne9 •os' i "w LD LOT LINE 90.-14, J 395.68'NEW -el m C T a �0�: v��-. 111 e F E e�u.rl A 19gg5 50 (. 1 ^/\ 105§ NILE 1AVENUE Nt C� C� ^,02�^v5 N89'13'48"W 926.04' CRITICAL AKC' 11195 SQ.FT. NORTH QUARTER CORNER SECTION 10, TOWNSHIP 23 NORTHEAST CORNER NORTH, RANGE 5 EAST, - SECTION 10, TOWNSHIP 23 WILLAMETTE MERIDIAN. NORTH, RANGE 5 EAST, FOUND DISC, 1.5- SOUTHEAIN 3"STAOF C O N T R O L SKETCH: FOUNDMPUNCHWILLAETTEMIN1D112" BRASS 8' CYCLONE FENCE AT DISC, INCASED, AT THE SOUTHEAST ANGLE POINT INTERSECTION OF 148TH OF SOCCER FIELDS, +/- 35' AVENUE SOUTHEAST AND NORTH OF POWER POLE SOUTHEAST 112TH STREET. 3 NUMBER 318628-167386. N89'10'55"W 2644.66' to, 2 7o- 66i.16 661.16' 661.16' I 661.16' 11 cu ml^ Ln LO m l ai m LO CDo cD co1 w Lo ( to' co cn LO �I I 661.45' I 661.45' S89.12'51"U 1041.62' ---S89'12'51 1322. ---- --L 1- ------ <,I 661.45' Icn 661 45 SITE CD lo� oo lam, ^ o o co (D Z Imo" rn 6 . r` In v to cu I°l co � co I `n w I`D LO N Lo I N I 3 661.74' I 661.74' 661.74' 661.74' I n S89'14'46" 3 2646.98' Lo LO cu a p Z 0 0 Lot C 100680 SO. FT. 530.36'NEW BLDG. AREA 1. 752 SO. FT. +/- \ tUl CV, IV2305-�2�3 S89'13'21'E 730.10' ti 926.60'NEW m � BLDG. AREA 1, 740 m 50. FT. +/ -+ w iD Lo ILA 4 8' o q cn 2� v - CLDG. G j v `<s AREA 673 �\ SO. FT. +/- h SURVEYOR'S NOTES: 3 2 10 11 NORTHEAST CORNER SECTION 10, TOWNSHIP 23- NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 112" BRASS DISC, INCASED, AT THE INTERSECTION OF 148TH AVENUE SOUTHEAST AND SOUTHEAST 112TH STREET. 00 to LO I cc) u�Ju� di i m I LO ]�3 0cU S89'13'21"E 367.15' L5 = i W E In - Ln Lp ,nrnc o381 O C' 1 z h co d EAST QUARTER CORNER o S 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, 07ECTION WILLAMETTE MERIDIAN. FOUND PUNCH IN 2" BRASS DISC, INCASED ON THE NORTH SIDE OF RIGHT-OF-WAY FOR SOUTHEAST 120TH STREET AT ITS INTERSECTION WITH 148TH AVENUE SOUTHEAST. 10 11 1) -1HE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) 4) WEST QUARTER CORNER Iz SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, I cn 5) WILLAMETTE MERIDIAN. o _ I CITY OF RENTON CONTROL cp co POINT NUMBER 184B. m FOUND 2" BRASS DISC WITH EAST QUARTER CORNER CENTER OF SECTION 10 ti SECTION 10, TOWNSHIP 23 PUNCH AT THE INTERSECTION OF NORTHEAST 8TH STREET TOWNSHIP 23 NORTH, AND UNION AVENUE NORTHEAST. RANGE 5 EAST, N=i83691.450 WILLAMETTE MERIDIAN. E=1311377.409 I FOUND MONUMENT, INCASED. S70'37'13W 0,10' FROM HELD CALCULATED POSITION. J=�261145' 1324.65' SB9'18'36"E 5260.75' w SOUTH QUARTER CORNER I SECTION 10, TOWNSHIP 23 n In NORTH, RANGE 5 EAST, CD Q In WILLAMETTE MERIDIAN. CITY OF RENTON CONTROL cv POINT NUMBER 1851. In 1 0 FOUND 3" KING COUNTY SURFACE BRASS DISC 1 5 STAMPED "10-15". N= 180978.627 E=1313999.608 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 2" BRASS DISC, INCASED ON THE NORTH SIDE OF RIGHT-OF-WAY FOR SOUTHEAST 120TH STREET AT ITS INTERSECTION WITH 1 Oki 148TH AVENUE SOUTHEAST. 1324.65' 1 0 500 1000 SCALE: I )) = 500' TOPOGRAPHIC SURVEY PROVIDED BY GEO DIMENSIONS. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM PACIFIC NORTHWEST TITLE INSURANCE COMPANY COMMITMENT ORDER NUMBER 674496, DATED APRIL 15, 2008. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. k CENTRE, P IN TE ConsWta , Inc., P.S. 206 Railroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: May 2, 2008 JOB NO.: 2995 SCALE: 1„ = 100 DRAWING NAME: 2995 LEGEND: SCALE: 1" = 100' ® = FOUND "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. ® = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED CPS INC. 22338. AREAS: OLD SQUARE FT. ACRES TAX PARCEL 1137400150: 4505 0.103 TAX PARCEL 1023059247: 93055 2.136 TAX PARCEL 1023059111: 163410 3.751 TOTAL: 260970 5.991 NEW LOT A LOT B LOT C TOTAL SQUARE FT 120540 39750 100680 260970 ACRES 2.767 0.913 2.311 5.991 INDEX DATA: NW -NE & NE -NE 03, T23N, RSE, WM SURVEY FOR: John Smith P.O. Box 2670 Renton, WA 98056 KING COUNTY, WASHINGTON SHEET 2 OF 2 LINE BEARING DISTANCE L1 S69'09'27"E 71.01' L2 S89'09'27"E 50.00' L3 N89'09'27"W 31.25' L41 S89'09'27"E 13.13' L5 S00'52'45"E 7.75' L6 N89'09'27"W 10.84' L7 NB9'09'27"W 21.01' LS N89'09'27"W 50.00' L9 N89'14'06"W 13.01' LID N89'13'25"W 13.01' L11 S89'13'46"E 13.01' L12 SB9'13'46"E 13.01' L13 S00'52'45"E 20.01' L14 N89'09'27"W 31.89' L15 S00'52'45"E 20.04' LINE ARC DELTA RADIUS C1 62.42' 13'57'23" 256.26' C2 62,42' 13'57'23" 256.26' C3 22.92' 67*20'21" 19.50' C41 59.25' 13'57'22" 243.26' C5 65.59' 13'57'23" 269.26' C6 38.52' 88'16'42" 25.00, C7 27.81' 83'59'29" 18.97' C8 59.25' 13'57'23" 243.26' C9 40.02' 91'43'18" 25.00' CIO 25.60' 5'26'48" 269.26' C11 40.16' 8'42'20" 264.26' FOUND PUNCH IN 1.5 = BRASS DISC, INCASED. �a 0 40 80 00 a W ® � o I L7 Scale® 9 ~" L 1 - 4- 0 �(7 vi 10' UTILITY EASEMENT PER PLAT I FOUND PUNCH IN 1.5" BRASS DISC, INCASED SE 107TH g' SE 112TH PL SE 113TH PL g SITE SE 116TH PL SE 117TH ST Vicinity Map: I" = 1320 ' Basis of Bearing: PARCEL TiI j �nn.�\\ %ti`f"�V, I NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. T A\/ rp ARC -'L. t n! I A A C)I) , ""�" S89°12'51"E 281.29' O 98.04' E Zoning Boundary ------- - - - - -- R-8 I I I I T A \! r, 1L. i Lot 3 I I n/\ 113 % *O-O ti8V � I 12135 SO, FT. GROSS I �I 11175 SO. FT. NET I Im I Im 1 I ------------I .i.nn Jnw^L. 183.25' 1 i W�•��,p,N� 5 Tract A \ \ 23280 SO. FT. I S89'13'46"E BUFFER AREA \ \ 47.97' 40' ACCESS AND TAKEN FOR UTILITY EASEMENT LOT 4 0JS89°13'46"E 340.24' 30 SO. FT, 1 146.01N 194.23' TA`! ?AF��++�-� 120.00' L11 L12 ^a; r0-^V°80--------- _-143�66 -- I 13' I 13' F - � I I MI Lot 2 I cv CD1 8395 SO. FT. I an o I I 0 0 T A„ ARC -L. n ,n L _ - I qA^-7/A n-v 1 V - -.. - -. - - I17•rV S89'13'46"E 120.00' I I cv 0 v rn uu in �v 0 0 M T A ♦/ F),A R0. L. I n/ t A n-!„;kn JI Lot 1 I h 443 / •tV V ivV o v71 ml 9935 SO. FT. ( .+ V 10' SANITARY SEWER I n! LO m m CD EASEMENT PER PLAT I I h I N Lo I Tract D 1500 SO. FT.Ln LB ROAD C111 com -� C10 - L6 G°� m m C1 L3030 SO. FT, r� C4 �g 02� CeLO _ m �" ti SQ. ET ~-i cu ' N89°09'15"W 90.14' , C2 C5 m L2 I 3 Ln M Tract C L4 o v m o A [� /,r T A \/ Pnf\vLL. i\ r0 (U :n In 5045 SO FT. c o ,� tC-O i ItJ/ om . z z 120,00' L9 LIO TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00'58'31.09" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH IN 1/2" BRASS DISC, INCASED, AT THE INTERSECTION OF 148TH AVENUE SE AND SE 112TH STREET. THE MONUMENT IS THE NORTHEAST CORNER OF SECTION 10, TOWNSHIP 2 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 186170,676 / 1316637.880 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981204 AND THE GRID SCALE FACTOR OF 0.999999475 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES, Vertical Datum.: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ' U)I In -- Lot 4 11225 SO. FT. I - - - - - -- I S89°13'46"E 175,91' -- I -- - - - - -I I cn l Lot 5 I 'I..tf I 13940 SD, FT. i i`."-iLn-� S89°13'46"E 195,69' I I mj Lot 6 j I 13825 SO. FT. I -- --I --A (1f1 A A i N89°13'46"W 395.68' �I T A \! ,r..i n RuL.L. j 11 / iiti- TI nA/\ � nn rr V r_lL.3! t Ii / It, 1-V^�V Legal Description: TAX PARCEL NO. 1023059247 THAT PORTION OF THE SOUTH 165 FEET OF THE NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE EAST LINE OF LOT 21, HONEY CREEK ESTATES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 63 OF PLATS, PAGES 30 AND 31, IN KING COUNTY, WASHINGTON, PRODUCED SOUTHERLY; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OVER THE NORTH 30 FEET OF THE FOLLOWING DESCRIBED TRACT: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 88014'06" EAST ALONG THE SOUTH LINE OF SAID HONEY CREEK ESTATES, A DISTANCE OF 210 FEET, MORE OR LESS TO THE EAST LINE OF 146TH AVENUE SOUTHEAST PRODUCED SOUTHERLY; THENCE SOUTH 165 FEET, MORE OR LESS TO THE SOUTH LINE OF SAID NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10; THENCE NORTH 88°14'06" WEST A DISTANCE OF 210 FEET TO THE SOUTHEAST CORNER OF THE MAIN TRACT HEREIN; THENCE NORTH :165 FEET, MORE OR LESS, TO THE POINT OF BEGINNING;, IN KING COUNTY, WASHINGTON. TAX PARCEL NO. 1023059111 THE SOUTH 165 FEET OF THE NORTH 990 FEET OF THE NORTHEAST QUARTER OF THE: NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, PAGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE FOLLOWING DESCRIBED PORTION OF SAID PREMISES: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER; THENCE WESTERLY TO THE SOUTHWEST CORNER OF THE EAST 398 FEET OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER; THENCE SOUTHERLY TO THE SOUTHWEST CORNER OF THE EAST 397 FEET OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER; THENCE EASTERLY ALONG THE SOUTH LINE OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER TO THE EAST LINE OF SAID SUBDIVISION; THENCE NORTH ALONG SAID SUBDIVISION LINE TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION LYING WITHIN 148TH AVENUE S.E.; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN THE SOUTH 10 ACRES OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. TAX PARCEL NO. 1137400150 LOT 15 OF BROOKEFIELD, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 223 OF PLATS, PAGES 25 THROUGH 28, UNDER RECORDING NUMBER 20040901002377, IN KING COUNTY, WASHINGTON. \� cs� Planner,/Su.rveyon \ CENTRE POINTE CONSULTANTS, INC. 206 RAILROAD AVENUE NORTH KENT, WA. 98032 253-613-1901 CONTACT: MICHAEL CHEN 1 e Engineer: 0 0 , a 3 CHP CONSULTANTS pI A 1 \,U 1KIRKLAN, 733 7TH AVENUE, SUITE 100 WA. 98033 ter' 425-285-2390 \ ---- ------------ CONTACT: MATT HOUGH, PE s� Property owners: c� MARK AVAKIAN 1055 LYONS AVENUE NORTHEAST 50. 57' TW RENTON. WA. 98059 C.L. S W.H. YAGER 1059 NILE AVENUE NORTHEAST RENTON, WA. 98059 a-, JOHN SMITH P.O. BOX 2670 RENTON, WA. 98056 -�-BUFFER AREA ADDED 110 SO. FT. L fn o � N � 0 m Tract B -------- No \10200 SO. FT, u, � w t r , f` L.01 L v 1\ 1 �-c� 1 vC) cn I 1 \ u 0 0 Lj o rn M 115g50 5Q C)f o L 50,56' � ,I j -1\! A � nn��l✓r-LL. i r\!\ ,j^ 1 r,--V I A \/ �nl�vL-L. I Surveyor's Notes: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GP5). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) TOPOGRAPHIC SURVEY PROVIDED BY GEO DIMENSIONS. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM PACIFIC NORTHWEST TITLE INSURANCE COMPANY COMMITMENT ORDER NUMBER 674496, DATED APRIL 15, 2008, NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. Site Statistics: GROSS SITE AREA: 2.664 ACRES (DOES NOT INCLUDE LOT 15) 116O35 SQUARE FEET NUMBER OF PROPOSED LOTS: 6 ZONING: R-4 (PARCELS 1023059247 & 1023059111) R-8 (PARCEL 1137400150) LOT 1 PROPOSED SQUARE FOOTAGE: 9935 LOT 2 PROPOSED SQUARE FOOTAGE: 8395 LOT 3 PROPOSED SQUARE FOOTAGE: 12135 GROSS 11175 NET LOT 4 PROPOSED SQUARE FOOTAGE: 11225 LOT 5 PROPOSED SQUARE FOOTAGE: 13940 LOT 6 PROPOSED SQUARE FOOTAGE: 13825 SQUARE FOOTAGE OF CRITICAL AREA BUFFERS: 15950 SQUARE FOOTAGE OF PUBLICLY DEDICATED STREETS: 9025 DENSITY: ALLOWED 4 DWELLING UNITS PER ACRE PROPOSED 2.4 DWELLING UNITS PER ACRE DENSITY FOR LOT 15 HAS ALREADY BEEN ACCOUNTED FOR WITH THE APPROVED BROOKEFIELD PLAT. Building Setbacks. - FRONT 30' SIDE 7.5' REAR 25' SIDE STREET 20' Control Sketch NORTH QUARTER CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 3" BRASS DISC, 1.5' SOUTHEAST OF 8' CYCLONE FENCE AT SOUTHEAST ANGLE POINT OF SOCCER FIELDS, +/- 35' NORTH OF POWER POLE NUMBER 318628-167386, 3 N89'10'55"W 2644.66' NORTHEAST CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 1/2" BRASS DISC, INCASED, AT THE INTERSECTION OF 148TH AVENUE SOUTHEAST AND SOUTHEAST 112TH STREET. _ 3 2 10 661.16' -� 661,16' 661,16' I 661.16' 10 11 I I Lr� � I� �; � ' c,7 1 0 to i� co �I Im co Ito 661,45' `" 661.45' S89'12'51'E J " 1041.62' ---- - - - --f-- - - - --- S69'12'51"E I 1322,91' 661- - - - - - - - - 661.45' m I N �I SITE ' W LO Lo ZI�A � � I z Lo i Ln h � n! Lcr) `° 1 LO In M CD N { 661.74' I 661.74' `D �' 661.74' �- 661.74' S89'14' 46"E 2646.98' 3 Ln in o v 0 N Z Iz I� 0 I WEST QUARTER CORNER rn M ro SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, CITY OF RENTON CONTROL POINT NUMBER 1848, FOUND 2" BRASS DISC WITH PUNCH AT THE INTERSECTION { OF NORTHEAST 8TH STREET AND UNION AVENUE NORTHEAST. N=183691.450 Ihn E=1311377.40N ai 2611.45' 10 9 Ln 1324.65' _ 1324,65' S89'18'36"E - 5260.75' SOUTH QUARTER CORNER '�h� SECTION 10, TOWNSHIP 23 { In NORTH, RANGE 5 EAST, Cn in WILLAMETTE MERIDIAN. Lo CITY OF RENTON CONTROL N N POINT NUMBER 1851. FOUND 3" KING COUNTY SURFACE BRASS DISC 1 --STAMPED "10-15". N= 180978.627 E=1313999.608 �I 15 Easement Notes: 1) AN EASEMENT FOR A POWER LINE, FILED UNDER RECORDING NUMBER 347794 DOES NOT CONTAIN SUFFICENT INFORMATION TO SHOW AN EXACT LOCATION. 2) AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES, FILED UNDER RECORDING NUMBER 7306120436. THIS EASEMENTDOES NOT AFFECT THE SITE. 3) AN EASEMENT EXISTS UNDER AND UPON THE EXTERIOR 10 FEET OF PARCEL C PARALLEL WITH AND ADJOINING EXISTING OR1 PROPOSED RIGHT-OF-WAYS IN WHICH TO INSTALL, LAY, ;CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THE PLAT OF BROOKEFIELD AND OTHER PROPERTY, WITH UTILITY SERVICES AND SIDEWALK, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR, THE PURPOSES HEREIN TOGETHER STATED TO THE CITY OF RSNTON, KING COUNTY WATER DISTRICT NUMBER 90 AND THEIR RESPECT) VE SUCCESSORS AND ASSIGNS. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEVISION USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE_ SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A'.BUILDING. SHOWN HEREON. I 4) A PRIVATE EASEMENT EXISTS IN FAVOR OF PUGET SOUND, ENERGY COMPANY, QWEST, COMCAST AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS PRIVATE DRIVES AND THE EXTERIOR 10 FEET PARALLEL, WITH AND ADJOINING STREET FRONTAGE OF PARCEL C AND 5 FEET] PARALLEL WITH ADJOINING ALLEYWAYS AND PRIVATE DRIVES. ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS, AND RELATED FACILITIES. "VAULT EASEMENTS" ADJACENT TQ;THE 5- FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPIY UP TO AN ADDITIONAL 5 FEET IN WIDTH (FOR A TOTAL WIDTH; OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF AS -BUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES.-ITHE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH; WITH NECESSARY FACILITIES AND OTHER EQUIPMENT, FOR THE PURPOSE OF SERVING THE PLAT OF BROOKEFIELD AND OT}iER PROPERTY, WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATION, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT(ALL TIMES FOR THE PURPOSES HEREIN STATED, THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAP; AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR,' WIRES FOR TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE; CABLE TELEVISION, TELECOMMUNICATION OR DATA TRANSMISSION SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THESE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. SHOWN HEREON, 5) AN EASEMENT FOR SANITARY SEWER, OVER THE NORTHERLY 10 FEET OF PARCEL C. SHOWN HEREON. ) EAST QUARTER CORNER SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. FOUND PUNCH IN 2" BRASS DISC, INCASED ON THE NORTH SIDE OF RIGHT-OF-WAY FOR SOUTHEAST 120TH STREET AT ITS INTERSECTION WITH 1 O /146TH AVENUE SOUTHEAST. -- 11 Scale, 1 �) 400 LEGEND �- FOUND MONUMENT AS NOTED ® FOUND REBAR 6 CAP AS NOTED ® SET 112" BAR 9 CAP "GEOD LS #15025" ® SET LINE STAKE AS NOTED )31 UTILITY POLE R SEWER POST ® CATCH BASIN Qs SANITARY SEWER MANHOLE FINISHED FLOOR ELEVATION T1 ELECTRIC METER X SPOT ELEVATION I] WATER METER IC1 FIRE HYDRANT ® STORM DRAIN MANHOLE ►r WATER VALVE 90 GAS VALVE F4ELECTRIC TRANSFORMER ON CONC PAD 0 TELEPHONE RISER © CABLE RISER ASPHALT SURFACE CONC SURFACE GRAVEL SURFACE BUILDING LINE CENTERLINE OF ROAD OVERHEAD WIRES ROCKERY O O CHAIN LINK FENCE ❑ ❑ WOOD FENCE - - TOP/ TOE OF SLOPE AS NOTED X X METAL FENCE EDGE OF WATER P D.W. APRON DRIVEWAY ACCESS CONC CONCRETE R-O-W RIGHT-OF-WAY ( ) RECORD AS NOTED EEC 0� • �S DECIDUOUS TREE (NOT SHOWN TO SCALE) �c� TRUNK DIA SHOWN IN INCHES. CONIFER TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. f LO M aci �m M C\1 L o C\2 � E--+�., r--I Q ~ W �C\1Mq. 0 0 0 0 C4r;4�� ND w � 0 �� �o xcc i I 11 LO 7 �Q car co o � C\"J 6,5 U'� CQ 110 CQ 80,J4 ® �ti Odd p Q Ct')3CJ� oti 7 �7d1 S 5ti�= � H PRO W Sheet No. SEC 10 TWP 23N R 5E, W. M, VY'A TE-hl EV CATCH 6A-':tN RIM E-'LEV = 4,69,59' CONST. FENCE SEE TYP. CLEF OCT. :THIS SHE S'A,N' 'TAR"' SE'lil,ER I0AiVHQ'F, RIM ELEV ilk 11 k'E LjMfT oo. VATC14 b'o6bv ,RtU ELEV 469-11�5j SEWr�? S Tl,!,, FLEV. 45, RIM EL E V. 'E 112" MFfAr C LU IE 127 MEfAL N 'E' 1-2 az yk4f rL S � yF 15C -7T h 2V T C) Tract Zr 50. 00 CA, 7rH, -?A,51N X R001 ELEV. :--,:: 4?0.87' SAiNl JAA?')" SEWE-) V �14L-E - 1AN1P'O' Ro'I'v! 471-8 Aj S CL CATC!q BAS:% S A,N J ; SILT FENCE (TYP.) THIS SIHEET tjl C) 58614'14"E 567.9-9' --- --- ---- LC) A N El NY, -4 A A TAR` Ef R) i 3 C o) EIN VEL. RLA F.F. FIE V, A T, 437-3, SO T, -K 41,01 t 3 D -AK ELF V iv 45,13.9' CN 0 R VIR NATIVE, VEGETATION l4- A RETAINED (TYP.� � p, TO BE V kA LA 383 5'l 2 9' LEGEND ALL EXISTING TREES AND VEGETATION WITHIN CLEARING LIMIT BOUNDARY SHALL BE REMOVED TO FACILITATE GRADING AND CONSTRUCTION OF IMPROVEMENTS AS SHOWN ON THIS PLAN. 0 GRADING LIMI TS SITE IMPROVEMENTS VARIES IPER PLAN TEMP. DITCH OQ SWALE, PER PLAN ROUGH OR FINISHED GRADE K I FINISHED SLOPE, PER PLAN FILTER FABRIC SILT FENCE AT EXIST GRADEjDOWNSLQPE OF DISTURBED AJEAS 0*' MIN., UNLESS NOTED OTHERWISE ON PLAN CONSTRUCTION FENCING (ORANGE PLAS77C) AT EXIST GRADE UPSLOPE OF DISTURBED AREAS 3" MAX, EXIST , GRADE CLEARING LIMITS 1. A4 CLEARING, GRADING, STORM DRAINAGE, ANP UTILITY IMPROVEMENTS SHOWN ARE PR9POSED IN :ACCORDANCE KITH CURRENT OTY OF RENTION DEVELOPMENT STANDARDS, 2. PRPPERTY BOUNDARY; PUBLIC RIGHT-OF-WAY; ANP EXISTING UTILITIES, STORM DRAINAGE r r"ACI , LITIES, STREET FEATURES, AND OTHER TOPOGRAPHIC INFORMATION SHOWN ON THIS PO4N AND USED AS A BASIS FOR DESIGN ARE PER A SURVEY PREPARED BY GEO-DIMENSIONS, /N�. (GEO JOB NO. 7464, APRIL 1, 2008) AS PROVIDED BY CENTRE POINTE CONSULTANTS, INC. Ps. DEVELOPMENT PLANNING ,,I-ry OF FIENTON JUN J -/ 2008 RECEIVED I I EXPW5110/fM - I CLIENT JOHN SMITH PO SOX 2670 RENTON, WA 98056 Phan w. (206) 73"989 CONS ULTANTS 7337th Avenue, Suite loo iilrlilord WA 98033 0 40 80 Phone: J425) 2$5,2390 F& (426) 28-5-2389 wwwxPhwnsultvftxom Tn HOR12. :IN FEET' PROJECTNO- 0063-08-001 DRAWING wk C4.0 CAM BEFORE YOU DIG 1-800-42"555 — SHEET CW CMdot 9 M8 CPH C*Mttards, LLC. Alt Rlgh,S ReservW. IAA SIN 4C IWER '69.91 SANIT SE VVER ELEV (�ANr- ITAf,\'Y SVIF f L V IE 12 Avi E I -A L E_ 455.98 IE I Z- AIIET (j AL N 4 55� 8��' J'Ac- E_ ROCKERY\ 10' SANITARY OD SEWER 1 -7 /* 1' D EASEMENT 's N1 L I j i 4 ct C—) i L-L_ QD <C 0 th 4 10' UTILITY EASEMENT 15ZI Q"11 UVILLIIlVV PLANLE&END 4MO =ERTY LINE OHHH OF CAR!EEK —C4zf!EK EIUFFER VVA TER RE TEN T/ ON WALL FL E V. = 46 7.2 ' f'- WA TER R LE TEN T/ ON A PORTION Of: THE NE 1/4 OF THE NE 1/4 OF SECTION 10, TOIIIIIIII 25 N, RAMSE 5 e, W.M. 4 ­/ \ S88`1 4'14 "E 567.99 0, 18" 387. q6 b38 7.6 v 5 4 lu '24 12 ­4 36 V 18y\ 8 N\ I v CLUMP Zo V L) A 'A C �4 0.0 \ I \12 -Al 2 R�A Y,\4 482 02-21-08 71 1 1 1;;� .. 1,� SET 112 BAR & CAP. \ � �o , � \ � ;_-- �'' rip 8 .0 GEOD LS #15025 rr .4 AT PR _R \OPLR'[Y CORM \1017 0� 1V_j 15' A'GCES�s 4VIO y BRI(f) 11E -UTjgTY EASEMtNt rN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OW RE \36 \20 w I I fi A, F.4, ?A, Kzo ;,r 'Woo, OAF R p "Flo' 02 ,oP?p "o 1 W-400%, 70 0,50 PF 0� 'o on%r 0 on L S8 A ;4r p 4%iceA y Rv - wZ_x-v_._, I ✓ OM �TAWV ?o m �,o At N�\ b 6 "o 190 rn ON VP4 '49 ;VAo to �rs ,Ar 00 9,0 040 s 4 ?4001 0 ?/00 k fe, io\ 4 0 0 Fu 1 6 'I0 i 4f05 W4rp;0v 4. PV 02;?. v vy - - 20,0 0 W-4 0, -• "o It X 0r, MON, .:v L(L •�:�� , ..�-� � � � �' . fig♦♦�♦i,,♦,,♦♦♦�i,,►♦♦,� ♦s ♦♦ � ri����� 5 0 '10 OF -A 0042A It' 54; 7% &KON N W Wff. ss STREET ;qpv vv� '01ZA ow, 00 "o PA 0, ML VAR voo Ax z �,, 8 �� .. "o. .950 2 o 0 P .1,IFI 4 lip 8 1 4,00 ty 11 IV o" "no zm. 2 Ro - - - - FAo•if, -4 st 18 Ao voo A v 095 r4 v0il; Ln .04� I's po or ;OA — — — — — — — — — — i 3 20 ff 72 ZO 0*1 .. .............. p '10,0 '04 A I A N 11 -symBoL SC no NAIVE COOMMON. NA&o1E SPACANS GTY. VZE(M]N)_ TV15-0 AS %fOW 12 5' CAL EVE TREES SYMBOL SGI Ftr_. NAME C4A4-10N NAME SPAI GTY. SIZE "NJ T5L*A MBCIEN I DOL*1A6 FIR AS %IOM 13 301 GAL. PLIDATA WESTERN f;W CEDAR AS SF*" 13 501 CAL HETEROPHYLLA WESTERN HEMLOCK AS 5140M 14 aN, GAL. DEC I Duo J5 I SYMBOL SCAEIIIMFIC NAME COKOM NAME SPAI arY. SIZE (KW_ C11RCINATLH VINE MAPLE! AS %<**4 -7 3" GAL, • fN6 LEAF MAPLE AS 514" 6 5m CAL. EMAR64NATA 84 1 1 r+L9;ZRY AS SHOM -1 5" CAL. UNDERSTORY 4 &R�'.�U Coo\/C_R SYMBOL SCIENTir-r.. CAOMIMON NAME spAoNs ary. Sim (MIN) AJ;?4C1TOST UVA-UFLeA KINNIKJWCX 18, I Twi I 60"L. C ,FA - 41IS I .-Ew �,� A PI 5' JJLIA PHELPS CZANOTHUS 4110.0. TBD 5 &AL. CISTUS HYBRID MITE R00CROSE 5' O.G. TBD 5 6AI GISTUS ORCHID R001RO5E 51 O.G. TEV 5 6AL. &ANM& A SRALLON SALAL 24600. TBD I 60L. MA440NIA Aft WOLIUM TALL OfRE6ON 6RAPE 51 O.C. TBD 5 6AL. MAHONJA RE:PENS C4;U!EPIN9 OREEMON 1GRAPE 16" OZ. TBD I 60L- RHoDovecn;zoN spp. RHOCXXAENDRON 5, O.C. TBD 5 GAL. RJBES, SANWINEW RED WRI;MW 510.0. TBD 2-5 6AL. ROSA RUSOSA RI)SOSA ROSE 310.0. TBD 2-5 6AL. FC4>-LA4-N SEEP MIX 20 50 - SCALE: 1:20 y 1%E1011NI I I NITS N DEV�C OF ffr PLAMING REW014 JUN 17 2m RECEIVED 1. SURVEY 4 SITE FILM PROVIDE? BY CaM;M POINTE COW-EMTAN175, INC., P.S, 206 RAILROAD AVE. N, KENT, WA 48732,(253).&15-Ic101. 2. A" TOPSOIL WI THE: LANDSCAPE AREAS SHALL BE AII)ED PM THE CONSTRI)OTION 5FWIFIGATk:)N5, (SEE FINAL PLAIN SET). 5. LANDSCAPE AP44+TMT AND OWNER TO RZVIfK FINAL 64ZAI WITHIN ALL PRIOR TO INSTALLATION OF IRRIGATION OR PLANT HATMAL. 4. ALL AREAS SHALL BE IRRIGATED WITH AN UNDERISROUND, AUTOMATIC 6=11DON SYS TO BE VES,16+I-WL0 BY LA04756APE C4X4TRA,0'TOI 5. PLANT SUBS ' I : , BASED ON AVAILABILITY, CAN BE HAM WITH TH PRIOR AUTHORIZATION THE OVI AND LA. 6. LA TO REV1fE5MNHq PLANT MATERIAL PRIOR TO INSTALLAI 7. FINAL LOGAT OF PLANT MATMAL HLL BE FIELD LOGAI TO AV010 CWTF441TIONS. 0) n, 0 CA a > .may a '9 o 1z Fuwv_�i HAS WON F - 1-4 11, ~6165 1 LQ05CAPE ARC*WTWT y CAn*MW 01.1VW CAW9CA'M NO. 'M4 E)f qf;M5 610VOq Z 01 7- :z -1 0 7- %D z Z 0 I- Z ui z ()0- 010%) Date Scale ALs Nang!) Project# MIS Sheet# TWP 23N R 5Ef W M. s IF r,ATr_,'H ;3AShAj RtM, ELlv. z4 SANiTARY SEWL"R FOY L_Ltv. 46991' RIM L'i.E. V = 469_35" C"ATICH BA,:ijN Z RAW ELEV t- 4'/0.87' �3Atit FAR Y !77) E KLFRS,-._el H S A N(f T 4 R R!�/ ZELL V fE 12" UL'.7-1 fE y 2 [1-41 CA TC,' Elf .7 ­APN LtAlK 4. 1 ' /,4 C )F 1. 1! N."K1 .12 2'51'*E 281.29' Q) A"Ml f7FV e LEGEND 2 m --S[)- STORM DRAIN M M N TCH BASIN ROOF DRAIN _SS SEWER MAIN SEWER MANHOLE — — — — — — — — SIDE SEWER SERVICE SIDE SEWER CLEANOUT —W— WATER MAIN — — — — — — — — WATER SERVICE WATER METER d PROPOSED FIRE HYDRANT 7 1. ALL CLEARING, GRADING, STORM DRAINAGE, AND UTILITY IMPROVEMENTS SHOWN ARE PROPOSED IN ACCORDANCE WITH CURRENT CITY OF RENTON DEVELOPMENT STANDARDS. Z. rKOPERTY BOUNDARY; PUBLIC RIGHT-OF-wAy; AND EXISTING UTILITIES, STORM DRAINAGE FACILITIES, STREET FEATURES, AND OTHER TPPOGRAPHIC INFORMATION SHOWN ON THIS PLAN AND USED AS A BASIS FOR DESIGN ARE PER A SURVEY PREPARED BY GEO-DIMENSIONS, INC. (GEO JOB NO, 7464, APRIL 1, 2008) AS PROVIDED BY CENTRE POINTE CONSULTANTS, INC. PS. Is DEVELE OPrY F REOMI'IT PNTON LANNING Cr SUN 17 2008 RECEIVED, L' EXPIRES 111V/ OV I CLIENT JOHN SMITH PO BOX 2670 RENTON, WA 980b6 Phonw. (206) 730-8989 cplH CONSULTANTS Projed gimagement 6 toed Develop oi (op%fting 733 7th Avenue, Suite 100 K4101`4 WA 98033 Phone (425.) 28&2390 FA)( (42-5) 285-2389 0 40 80 HORIZ. IN FELT PRGIEI-T NCI-. 006,3-06-001 CALL 86FOM DRAWINiQ YOU DIG 14M-424,"W C2.0 SHEET 3 OF COPYligbt 0 2006 CPH C411SUftaillS, LUL All RVt$R$S0rv,0,d, v WA TER RETENTION GRAPHIC SCALE 1"=50' WALL ELEV. = 467. 2 ' 0 50 100 150 WATER RETENTION POND 02-21-08 02-21-08 02-21-08 02-21-08 FOUND REBAR & CAP FOUND REBAR & CAP SET 1/2" BAR & CAP 1.0' N OF LINE 0.7' N OF LINE "GEOD LS #15025" ELEV. = 449.4' ELEV. = 428.6' AT PROPERTY CORNER 02-21-08 CHAIN LINK SET LINE STAKE FENCE FALL ON LINE 4. 1' N OF LINE �2 A3 al . ,. .24 - -3 24' \ G 12. L04P�Sz'�S`` 36 CLIL f GLL�1P SET 1 /2 " BAR & CAP "GEOD LS #15025" x e' 4° a° CATCH BASIN AT PROPERTY CORNER a �. RIM ELEV. = 469.39' W 4' 6' tI. O SANITARY SEWER MANHOLE RIM ELEV. = 469.91' m CATCH BASIN SANITARY N xti3 °2 e RIM ELEV. = 469.35' SEWER STUB m ELEV. = 457.74' SANITARY SEWER 3 O MANHOLE m RIM ELEV. = 470.48' CIE 12" METAL E 455.98 ' 0 8' W IE 12" METAL N 455.88, 3 • b' Z IE 12" ETAL S 455.78' o ROCKS Y v N �b IJ,J o v C� wD BUILDING o e to aanti x0 `V ' APR to,, t0„ x CCES 'g cmn v * Tyx� tix� a 20' x2 �o :c w Z �7 x ca x -O-x ❑ ab• 0 G� 24' BUILDING 332. 94 CATCH BASIN 0 RIM ELEV. = 470.87' ~ CATCH BASIN CHAIN LINK RIM ELEV. = 470.84' 02-21-08 FENCE FALLS SET 1/2" BAR & CAP 0.3' S OF LINE "GEOD LS #15025" 1.0' E OF PROPERTY CORNER SANITARY SEWS ON LINE MANHOLE RIM ELEV. = 471.85' LEGEND FOUND MONUMENT AS NOTED ® FOUND REBAR C. CAP AS NOTED • SET 1/2" BAR & CAP "GEOD LS #15025" ■ SET LINE STAKE AS NOTED UTILITY POLE OO SEWER POST ® CATCH BASIN Qs SANITARY SEWER MANHOLE 3�E FINISHED FLOOR ELEVATION 10 ELECTRIC METER X SPOT ELEVATION 0 WATER METER rJ FIRE HYDRANT ® STORM DRAIN MANHOLE ►� WATER VALVE 0 GAS VALVE ® ELECTRIC TRANSFORMER ON CONC PAD � TELEPHONE RISER © CABLE RISER f. „ _' : •I ASPHALT SURFACE 0 CONC SURFACE 0 GRAVEL SURFACE .............��..�.......�.........�... BUILDING LINE (� CENTERLINE OF ROAD -;,HP OVERHEAD WIRES ROCKERY -0-0- CHAIN LINK FENCE ❑ ❑ WOOD FENCE - - TUP/ TOE OF SLOPE AS NOTED X X METAL FENCE EDGE OF WA TER D.W. APRON DRIVEWAY ACCESS CONC CONCRETE R-O-W RIGHT-OF-WAY �( ) RECORD AS NOTED ( DECIDUOUS TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. CONIFER TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. t METHOD OF SURVEY: I. "l`�POGRAPHlC & BOUNDARY SURVEY NE 114 OF THE NE 114 OF SEC. 10, TWP . 23N . , RGE . 5E . , W . M . /`rTv nc nrni-rnni iirn� nnn-r. ., T OE RE" l u"y KING COUNTY, WA. ---- 3 2 LLj (/j i NORTH LIN pE F 02121108 11 I. SEC. 10-23-05 FOUND 4" CONC MONUMENT i WITH 1/2" COPPER PIN, DOWN 1.5' IN CASE CITY OF PENTON CONTROL POINT NO. 1845 W I N. E. SEC. CORNER OF j SEC. 10-23-5 0 is U STORM DRAIN U MANHOLE RIM ELEV. = 418.03' r� L 429 S88 '14 ' 14 "E 567. 99 ' q 30, 00 27 387. 5 ' SBPP 14 ' 14 "E 185. 49 - CALC ' D ? I ` A 26 ❑ �' ❑ g SB8°14'14"i 539 4 CALC'D INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AN] REVERSE ANGLES, NO CORRECTION NECESSARY, MEETS, KING COUNTY ANP•, STATE STANDARDS SET BY WAC 332-130-090. t x .......6 ' DRI VEW ro 9 CALC D a............�.....'.... :..... :...... a 158 24 :. 3 m u� ...... ::.. oy::::: �. 30 ' WIDE A21 • ... :" : ' y F.F. ELEV. 445.8' iu INGRESS, EGRESS AND UTILITIES BRIDGE a� . • .. " pa EASEMENT m . - BLDG. v PER DEED F.F. ELEV. *}" �'" ENVELOPE E AREA 1, 258 - v 44 437.3' 19 02-21-06 SET LINE STAKE c� 41. 0' ;02-21-OB o ON L I NE FOUND REBAR & CAP 2.S OF 'may .1' LINE 0 � PEAK ELEV. EL r W 0 °14 ' 43 "E 563. 00, 24 11R 258.9 S88°14'43"E 730.11 0 m Q • 1 2R ti (o 0 1 �� -- Lu F.F. ELEV. 46q.2' BLDG. ENVELOPE - AREA 21' ; A SO. FT. +752 592.2' S88 '15 ' 12 "E 996. 09 ' LEGAL DESCRIPTION: TAX PARCEL NO. 7C23059247 _ -- THAT PORTION OF THE SOUTH 165 FEET OF THE NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE EAST LINE OF LOT 21, HONEY CREEK ESTATES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 63 OF PLATS, PAGES 30 AND 31, IN KING COUNTY, WASHINGTON, PRODUCED SOUTHERLY; TOGETHER WITH AN EASEMENT FCR INGRESS, EGRESS, AND UTILITIES OVER THE NORTH 30 FEET OF ThE FOLLOWING DESCRIBED TRACT: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 88'14'06" EAST ALONG THE SOUTH LINE OF SAID HONEY CREEK ESTATES, A DISTANCE OF 210 FEET, MORE OR LESS, TO THE EAST LINE OF 146TH AVENUE SOUTHEAST PRODUCED SOUTHERLY; THENCE SOUTH 165 FEET, MORE OF? LESS, TO THE SOUTH LINE OF SAID NORTH 825 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10; THENCE NORTH 88'14'06" WEST A DISTANCE OF 210 FEET TO THE SOUTHEAST CORNER OF THE MAIN TRACT HEREIN,' THENCE NORTH 165 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. TAX PARCEL NO. 7023W I I I THE SOUTH 165 FEET OF THE NORTH 990 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, PAGE 5 EAST, W.M. , IN KING COUNTY, WASHINGTON, EXCEPT THE FOLLOWING DESCRIEED PORTION OF SAID PREMISES: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER, THENCE WESTERLY TO THE SOUTHWEST CORNER OF THE EAST 398 FEET OF THE NORTH 855 FEET OF SAID NORTHEAST QUARTER; THENCE SOUTHERLY TO THE SOUTHWEST CORNER OF THE EAST 397 FEET OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER: THENCE EASTERLY ALONG THE SOUTH LINE OF THE NORTH 990 FEET OF SAID NORTHEAST QUARTER TO THE EAST LINE OF SAID SUBDIVISION, THENCE NORTH ALONG SAID SUBDIVISION LINE TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION LYING WITHIN 148TH AVENUE S.E. AND EXCEPT THAT PORTION OF ANY LYING WITHIN THE SOUTH 10 ACRES OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. N68 '16 ' 10 "W 1323. 55 ' CALC ' D S.E. 1161rH STREET "PUBLIC ROADWAY" SURVEYOR'S NOTES: 1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN FEBRUARY OF 2008. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2) SUBJECT PROPERTY TAX PARCEL NO'S. 102305-9111 AND 102305-9247. 3) TOTAL SUBJECT PROPERTY AREA PER THIS SURVEY IS 256,476 SO. FT.+/ -- TAX PARCEL NO. 102305-9247 AREA IS 93, 073 SO. FT. +/- TAX PARCEL NO. 102305-9111 AREA IS 163,403 SU.FT. +/- It .......................................... . .. .........:.::."...... 1 .. GR VE m •••••• IVEWAY,. .............. ............................ ......... .. ..�....................... ..•.•...... ....... l .. vJ 2 a h . ::....I:•:•.•.•.•..."... Yvo cU cU o ................. S88 °14 ' 43 "E 367. 16 ' ti - - ---- p Z : LL L j �, Lu _ F. ELEV. m o 476.7' BLDG, N N ENVELOPE w AREA 1, 740 - SQ.FT. `~ oz 0Z BLDG. z30 ENVELOPE F.F. ELEV. AREA 673 o R O- ° 00 SO.FT. 75.2ov� z N w. 37.2' Z CD S88 ° 15 ' 12 "E 367. 16 ' 3000 ' { CALC ' D t It t BEARING MERIDIAN: It A BEARING OF N00°02'42"E ALONG THE EAST SECTION LINE BETWEEN THE NE SEC. CORNER AND THE E. 1/1 CORNER OF SECTION 10-23-05. PER KING COUNTY SHORT PLAT NO. L02SO016, AS RECORDED IN BOOK 175 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON. I VERTICAL DATUM: (VISITED 021'13/2008) (NA VD 88) TOPOGRAPHIC & BOUNDARY SUR 7059 NILE AVENUE N. E. AND 7055 LYONS AVENUE N. E. RENTON WA. 98059 DWN. BY V . L . J. DATE 0310412008 J08 N0. 7464 REV. BY V . L . J. REV. 041011200B t CHKD. BY E. J. G. SCALE 1 "=50 ' SHEET 1 OF 1 It 02121106 FOUND CONC MON IN CASE CITY OF RENTON BENCH MARK NO. RENT-2101 02121108 FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN DOWN 1.6' IN CASE ELEV. ON TACK = 512.02' E. 1/4 CORNER OF SEC. 10-23-5 CITY OF RENTON CONTROL POINT NO. I M2 02121108 FOUND 3" SURFACE BRASS DISC WITH PUNCH MARK 4 lolijil 15 14 DEVELOPMENT PLANNING CITY OF RENITON J U N 17 2000 REECEIVEL