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HomeMy WebLinkAboutLarge FormatVOL./PAGE DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY 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. Name Name 8 17 _ N 89°31' 32" W 1323,38 CV�cV cD K ONT ZEY TEF�RAr 7 Vb1 -P 36 P 2646.76 1323.38 N89013'02"W 8 9 2653.08 9 17 16 2653.i3-TRIAD 16 BASIS OF BEARINGS th N 0) W ` 1 m I o 1 1 NI o i I° N88056'37"W 798.89 1122.87 — — — 525.11 \N40004'49"W 796.72 w 3 w41589 0 iv ;, - NEW LOT LINE 37°05'06"W-149.51 N � g"' d �,N rn�ap'ON �cg IO' PSPQL ESM'T O o o °Q � 00 C �� r'- �t�o c`tpo d N SEE __�REC.NO.7405160470 ° N a c0— N 0 6- 0� CO � O DETAIL i - I/ a� Z z z z Z z z z z z z o BELOW x� \ T L. 3 T.L. 109 t , 1325.58 - N89044'55"W oo /Cp N89045'17"W(DEED) 0oo° D" Name Name Name Name State of Washington County of I certify that I know or have satisfactory evidence that N88056'37"W 525,11 415.89 1 50.00 59.22 signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature or �I Notary Public Dated My appointment expires !� � � M N —. — 3 2 oti I State of Washington ° — County of p I certify that I know or have satisfactory evidence that z w signed this Instrument and acknowledged it to be (his/her) free and crov NEW LOT voluntary act for the uses and purposes mentioned in the instrument. rn LINE 0 0 0 tt z----- - _L--- Signature of Notary Public Dated My appointment expires APPROVAL CITY OF RENTON APPROVED THIS ---- DAY OF---------,19--. ---- ------------------------- ------ Planning / Building/ Public Works The Administrator KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this -- day of --------, 19-- 50.00 1 59.13 N88056' 37" W PROPOSED 20'ACCESS- EASEMENT DETAIL- I"=50' OLD LOT LINE M NOW_ ---,-----_------- ,-----------_------ DODDS ENGINEERS, INC. King County Assessor Deputy King County Assessor 4205 1481h Ave. N.E. Suit© 200 Planning RECORDING N0. Engineering Bellevue, Washington 98007 Surveying (425) 885-7877 (425) 885-7963 Fax 0 N LAND SURVEYOR'S CERTIFICATE RECORDER'S CERTIFICATE .................... filed for record this ........... day of .... ,..... 19....... at ...... M in book .......... of ........ at page......... at the request of SURVEYOR'S NAME Mgr, Supt. of Records 7 1 I 1 1 7 7 N 89°/44'55"NI I I 596.46 •- 200.26 This BOUNDARY LINE ADJUSTMENT correctly represents a survey made by me or under my direction in conformance with state and county statutes in .S.EPT...., L KVIN J. VANDERZANDEN Certificate No. K,4Z�....... �1325.58 17 ;16 / 2� 2651.16 �0 \ OLD LOT LINF 3 PARKING ESM'T REC. NO.8001240812 T.L.25 00 F�° C� rri V' a. r co N /17 19 9 g0 sus, .�%6'3 9 N 51° 01' 33"W 4j4 ' 100.50 A � CF A,i� i w N '1 �� ass° ti s S O o c' O z ti L CP 00 ivo V. o• (3 S y�r . F- �' 1 0 I U) AREA BEFORE B.L.A. rn N T.L. 3: 124,076± SQ. FT. (2.8484± ACRES) BASIS OF BEARINGS: = o T.L. 109: 318,586± SQ. FT. (7.3137± ACRES) N89 13'02" ALONG THE NORTH LINE OF ° T.L. 25: 1,334,352± SQ. FT. (30.6325± ACRES) SECTION 16, TWP. 23 N., RGE. 5E., W.M. ° PER TRIAD SURVEY DATED 7-14-99 17 16 AREA AFTER B.L.A. UNDER JOB NO. 94-130 20 21 LOT 1: 10,422± SQ. FT. (0.2393± ACRES) LOT 2: 8,806± SQ. FT. (0.2022± ACRES) LOT 3: 1,757,786± SQ. FT. (40.3532± ACRES) a q APPROVAL NOTES: THIS REQUEST QUALIFIES FOR EXEMPTION i. a . 4 .t; ` • UNDER KCC 19.08.112. IT DOES NOT �r.•.�+ p: GUARANTEE THAT THE LOTS WILL BE :: SUITABLE FOR DEVELOPMENT NOW OR IN °d THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY �,yr riYs!��•• SEPARATE INSTRUMENT. HAL•L� : t0 p0 00 ft. 11111����� •• I, 100 200 30D 400 500 PORTION OF DEVELOPMENT PLANNING CITY OF RENTON GOV'T LOTS 7 & 8 SEP 0 5 1999 SW 1/4 OF NE 1/4 SE 1/4 OF NE 1/4 S. 17, T. 2 U1.M. DWN. BY DATE JOB NO. R M R 9-17-99 9807 CHKD. BY SCALE SHEET K J V I" = 200' I OF 2 VOL. /PAGE DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY 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. Name ".0 Name Name me Name State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this Instrument and acknowledged It to be (his/her) free and voluntary act for the uses and purposes mentioned In the instrument. Signature of Notary Public Dated My appointment expires APPROVAL CITY OF RENTON APPROVED THIS ____ DAY OF Planning / Building/ Public Works The Administrator KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this - day of , 19__ NOTES 1 THE PURPOSE OF THIS DRAWING IS TO PREPARE A. LOT LINE ADJUSTMENT FOR NORTHWARD HOMES. 2 LEGAL DESCRIPTION AND EASEMENTS ARE PER TRANSNATION TITLE INSURANCE COMPANY ORDER NO. 868452, DATED APRIL 9, 1999. 3. ALL DISTANCES ARE IN FEET. 4. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING P.10NUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN *AC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY, 5. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF NORTHWARD HOMES, RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY DODDS ENGINEERS, INC. AND/OR THE PROFESSIONAL. LAND SURVEYOR WHOSE SEAL APPEARS HEREON. EXISTING LEGAL DESCRIPTIONS TAX LOT NO. 172305-9003 THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING EAST OF SR 169 (STATE ROAD NO. 5) AND SOUTH OF A LINE BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION; THENCE N89045'17"W TO A POINT 1,325.85 FEET WEST OF THE EAST QUARTER CORNER; THENCE N01'11'00"E 252.23 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE N89'45'17"W 653.91 FEET TO SR 169, TAX LOT NO. 172305-9109 THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; BEGINNING AT THE SOUTHWEST CORNER THEREOF; THENCE NORTH ALONG WEST LINE 252.23 FEET; PO THENCE S89'45'17"E 526.41 FEET TO A INT; THENCE S88°52'04"E 799 FEET TO THE EAST LINE OF SAID SECTION; THENCE SOUTH ALONG SAID EAST LINE TO THE EAST QUARTER CORNER OF SAID SECTION; THENCE WEST ALONG SOUTH LINE OF NORTHEAST QUARTER TO BEGINNING. EXCEPT THAT PORTION THEREOF LYING WITH THE FOLLOV;ZING: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 17; THENCE N01'07'56"E ALONG THE WEST LINE OF SAID SUBDIVISION 252.23 FEET TO THE NORTH LINE OF A PARCEL OF LAND DESCRIBED IN AN INSTRUMENT RECORDED UNDER RECORDING NO. 8504250890; THENCE S89'44'55"E ALONG SAID NORTH LINE 200.26 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE S89'44'55"E 326,15 FEET TO AN ANGLE POINT IN SAID NORTH LINE; THENCE CONTINUING ALONG SAID NORTH LINE S88'56'37"E 273.78 FEE; THENCE LEAVING SAID NORTH LINE S00°44'31"E, THENCE S00°44'31"E 26.19 FEET; THENCE N89056'16"W 50.12 FEET; THENCE N88'31'40"W 64.69 FEET; THENCE N89°42'05"W 54.25 FEET: THENCE N89°17'27"'W 58.19 FEET; THENCE N88'59'39"W 46.76 FEET; THENCE N87'29'47"W 48.21 FEET; THENCE N72'57'0211W 81.34 FEET; THENCE S80014'28"W 52.34 FEET; THENCE N86034'49"W 118.55 FEET; THENCE N84'00'58"W 30.55 FEET; THENCE N00`00'00"E 1.78 FEET TO THE TRUE POINT OF BEGINNING; TAX LOT NO. 172305-9025 ALL THAT PORTION OF GOVERNMENT LOT 7 AND GOVERNMENT LOT 8 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING NORTHEASTERLY OF SR 169 (STATE RD. NO. 5). ____-________A_-_ -___---___-_-___-_ DODDS ENGINEER-3 INC. King County Assessor Deputy King County Assessor Planning 4205 148th Ave. N.E. Suite 200 Enginoorin Bellevue, Washington 98007 RECORDING NO. Surveying g (425) 885-7877 (425) 885-7963 Fax LAND SURVEYOR'S CERTIFICATE RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 19....... at ...... M in book.......... of- ...... at page......... at the request of SURVEYOR'S NAME ............................................................... Mgr. Supt_ of Records This BOUNDARY LINE ADJUSTMENT correctly represents a survey made by me or under my direction in conformance with state and county ,�Qtutes in 195�9.... .. ........................... K VIN J. VANDERZANDEN Certificate No. K? ZZ....... NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 17 THENCE S01005'09"W ALONG THE EAST LINE OF SAID SUBDIVISION 2395.94 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUING S01 005'09"W, ALONG SAID EAST LINE, 176.13 FEET; THENCE N88'56'37"W 59.13 FEET; THENCE N01'03'23"E 176.13 FEET: THENCE S88'56'37"E 59.22 FEET TO THE POINT OF BEGINNING. CONTAINS 10422± SQUARE FEET (0.2393± ACRES) LOT 2 THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 17 THENCE S01 005'09"W ALONG THE EAST LINE OF SAID SUBDIVISION 2395.94 FEET; THENCE N88'56'37"W 59.22 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUING N88'56'37"W 50.00 FEET; THENCE S01 003'23"W 176.13 FEET; THENCE S88'56'37"E 50.00 FEET; THENCE N01'03'23"E 176.13 FEET TO THE POINT OF BEGINNING. CONTAINS 8806± SQUARE FEET (0.2022± ACRES) LOT 3 THAT PORTION OF THE SOUTHWEST QUARTER AND SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND THAT PORTION OF GOVERNMENT LOTS 7 AND 8 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 17 THENCE S01'05'09"W ALONG THE EAST LINE OF SAID SUBDIVISION 2395.94 FEET; THENCE N88'56'37"W 109.22 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL: THENCE CONTINUING N88'56'37"W 415.89 FEET; THENCE S00'44'31"E 26.19 FEET; THENCE N89'56'16"W 50.12 FEET; THENCE N88031'40"W 64.69 FEET, THENCE N89042'05"W 54.25 FEET; THENCE N89'17'27"W 58.19 FEET; THENCE N88"59'39"W46.76 FEET; THENCE N87029'47"W 48.21 FEET; THENCE N72057'02"W 81.34 FEET; THENCE S80014'28"W 52.34 FEET; THENCE N86'34'49"W 118.55 FEET; THENCE 1\184'00'S8"W 30.55 FEET; THENCE N00°00'00"E 1.78 FEET; THENCE N89°44055W 796.72 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY MARGIN OF SR 169 (MAPLE VALLEY HIGHWAY); THENCE S40'04'49"E, ALONG SAID MARGIN, 90.97 FEET; THENCE S37'05'06"E 149.51 FEET; THENCE S42003'23"E 699.33 FEET; THENCE N47052'04"E 30.00 FEET: THENCE S48'00'56"E 926.38 FEET; THENCE S51'01'33"E 100.50 FEET; THENCE S55'54'01"E 584.42 TO AN INTERSECTION WITH THE EAST LINE OF SAID SECTION 17; THENCE N01'04'24"E, ALONG SAID EAST LINE,1438.17 FEET TO THE EAST QUARTER CORNER OF SAID SECTION; THENCE CONTINUING N01005'09"E, ALONG SAID EAST LINE, 64.87 FEET; THENCE N88056'37W 109.13 FEET; THENCE N01°03'23"E 176.13 FEET TO THE POINT OF BEGINNING. CONTAINS1,757,786± SQUARE FEET (40.3532± ACRES) PROPOSED ACCESS EASEMENT THE SOUTH 20 FEET OF LOT 1, CITY OF RENTON B.L.A. NO. RECORDED UNDER RECORDING NO, KING COUNTY, WASHINGTON. APPROVAL NOTES: THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19.08.112. IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT. RECORDS OF PORTION OF DEVELOPMENT PLANNING CITY OF RENTON GOV'T LOTS 7 & 8 SEP 0 5 1999 SW1/4OFNE1/4 0 SE 1/4 OF NE 1/4 S. 17, T. 23N., R. 5E Wlk r- DWN. BY DATE JOB NO. R M R 9-17-99 98071 M CHKD. BY SCALE SHEET KJV 2 OF 2 �96 6 z M 0 �71 Ill rb 0 6! U -C 0 I LE wq C17 a W4 Wf 40 cc 's 4J 0 P-q 40 0 r-q rl �11 M-) a_ LU >M- I POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E. W. M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. "N X X �HH� tji i, Ii I 7 % h A) 'r ........... Q) 14 dll. f . % T ............ . ... - - - - - - - - -- > )J; 1 1 % MAILBOX STAND SCHEDULE STAND No. L 0 T NUMBERS No. OF UNITS 1 118-125, 126-130 13 2 105-117 13 J 72-75, 98-104, 131-134 15 4 58-63, 69-71, 135-138 ii 5 76-78, 79-83 a 6 44, 84-86, 90-97 11 7 39-43, 53-57 10 8 28-38, 52 12 9 21-27, 47-51 12 10 17-20, 45-46, 87-89 9 11 B-16, 67-68 11 12 1-7, 64-66 1 10 NOTES: 1. MAILBOX LOCATIONS SHALL BE COORDINATED WITH THE SERVING POST OFFICE AND APPROVED BY THE CITY OF RENTON. 2. CONSTRUCT MAILBOX STAND PER CITY OF RENTON STANDARD DRAWING No. H027 (SEE DETAIL ON SHEET 17). SEE SHEET HORIZONTAL DATUM: NAD 1983I1991 BASIS OF BEARINGS. HELD BEARING OF N8973'02'W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER OF SEC77ON 16, T. 23 N., R. 5 E., Wa (CITY OF RENTON MONUMENT # 1502). THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. A PPR 0 VED I By ) Lei - U DA TE-7,IMuqq I % 1/7 . .. . ..... ij 1g. 'N t ", i I . % s A" "bOkCRETE-ISIDEWAtIKT7?1,tqSI77ON 01', CH wDlvy�.oF I J1 TO FO -WDE, I-" I ; A i S, Is ♦�A �WA L T BIKE VkTH .......... 1-1 , E;IS6 G S TREE 7\ Ll T JUNCTION BOX ... ...... ... . ........... I 74.A; I ND . . . . .......... % 0 6NNEC T' TO,EXV ..... . ,STORM RAIN ...... ........... '121+4q.90,115.,?,O' RT ', ............... . . . . "......... . ........ t Jrr n, ........... . `-- %. . ........ kAw- r,- r rz T- 1 11 6- L) L .z N N: N I # #> I § A i "t -Z, 1% f I obi I i L- - - - "y y ig tia liror ? , �' ,i, "� '*. .* A. ,, �Aimn oN � �/,/ A. f t� " � ��� t � I� 3 S 3i � � }I x� i3 � e� � � � �ir� ,i A . •'' o ' ` ,+� « s'>n �'y'%%�' ''t ''� ��' x'tg' �^'''. ' � ..,�-,y/"•� r. / I f 1 �}{t�} � �I I I + �� � g 3, � ; I �..,,..,,.,.,.....,,,,,.,ro -d �,a t re F Jill % .............. -j V 377NG Y 1-7 40' r '21a 40 T LT " % s " % BENCHMARKS ORIGINATING BENCHMARK: CITY OF PENTON MONUMENT # 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. 3R0 STREET AND A40NTEREY ELEVAT70N - 106.53' BENCHMARK # 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOUTH LINE OF THE PLAT OF MONTE-REY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND J. ELEVATION 253.80' BENCHMARK # 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 2 70. 11' BENCHMARK # J - CITY OF RENTON MONUMENT # 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27' C)1999 TRIAD ASSOCIATES A� jw� V- TRIJW ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Penning Landscape Architecture Site Design 11814 115th Ave- N1 Kirkland, WA 9M-M Tel 425.821 AM Fax 425.821-Wl Toll Free 800AKVN vm.triftdamwaxom C; z BRAN DARROW, PE MATTO;= DESIGNED: DaH CADD: DL-% CMD CHECKED: mLm DATE: MARCH 26, 1999 SCALE: HOPJZ.: 1`--40' VERT.: NIA L, /V ,� 7w, �WAs* tip A 26952 ti EXPIRES: 3/19/00 71914,99 STAMP NOT VALID UNLESS SIGNED AND DAM JOB NMIM 98-312 SHIFT NUMBER 2oF47 ,� CVFLOPMEMT pLp N," Cq 22 IN Sip 0 -)- 1999 VZEcENED O z O 0 a 0 O r_i lL W 6 9 211 1 R. Z _O En w cc O Z POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. '.'.:.'.--.-.:... it „u„ri rry I g,14 I i If........ 11 1 s I I F 27 1 26 25 24 12 7 s0 /E 307.7 /�..... 1f f0 9 8 6 5 4 3 2 1 f I SD IE 265.6 23 22 2f I� 1+0 0o T = SD /E 293.1 SD /E 300.3 WA /E 304.9 +. I WA !E 263.2 WA !E 290.7 WA /E 297.9 CB 52A / SD 1E 265.8 DUCT 0-,.,, PC = 1+27.60 64735 ROAD C SO 1E 292.9 IN 41A SD If 300.2 /� / 4 PT = 4+03.26 SS /E 287.4 SS IE 295.4 Pr = 7+51.ss MACT 0 I SS /E 261.2 RACT N PR'VATF ACCESS I ___r___ - PC = 9+23.97 PRIVATE ACCESS WC STATION 21+4751 TRACT PUBLC �_- PROJECT BOUNDARY I- --- -- ----- 1---- ---- ----- - ---- -- ---- :... EAS RENT _ - -- -- 1 PRIVATE ACCESS Pr 1+43.8 s r SSCO 25A 1RACT � PUBLIC J UTILITY - ... , ...... I UTIU%Y �- - - \ i� '' ` = 21+21.54 .. I EAS£A/ENT ., I I .,.: .... -�• UTILITY - - �-wA - - ♦ EAS£AIENT SSCO 2 A - ._ _. - 8 wA - - LL - - - Pc / [:B 52 - - _ 97 ass = ..,� P T 6+91 _ � � "-�'• .�-� � PC 1 +28.73 -- , . 40A 12 PT 1+4786 1RACT - AM PC = 1+32,49 I-- -- -- - so , SSCO 32A R ---- ----- ---- ---- -+t QB 33 Silly -286.4 I T- - - t I \ Pr = 10+21.52 Q►v / 1 -/l /HEFT 8A OPEN SOACE SSMH 5 SS �E 281.5 �S11/H 30 l.9 4 4? SD IE 273.6 SS IE 281.0 lNT 1+00.00 TRAC N= / 3+49.90 ROAD 8 SS !E 269.3 WA lE 284.1 SD IE 289.1 SSWH 31 i SS /E 283.8 TNT 9+89.33 ROAD C= O SSAIH 25 1 SD lE 288.0 1+0o TRACT ROADce 0 PC = 3+76.09 A WA /E 285.6 SSMH ' SD /E 285 4 SSMH 29 50 4~,9 �8 47 14 68 SS IE 298.6 I i9 PC =WA 1E 208.3 0 i4j I c 67 66 65 64 WA 1E�3o1 .�, �. Imo-► ��/ mA�±r t± L I I ( "MEET /A 1 7 19+90.16 ROAD 8 U= / SS�IH 15 / V 10 =u'j^iu` (LVI HORIZONTAL DATUM: NAD 1=11991 BASIS OF BEARINGS: HELD BEARING OF N8973'02'W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT ,4 612) AND THE NORTH QUARTER CORNER OF SECTION 16, T 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT ,4 1502). THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. APPROVED BYE �jt , � DATE 711 BENCHMd8K5 ORIGINA TING BENCHMARK: CITY OF RENTON MONUMENT i 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. 3RD STREET AND MONTEREY. ELEVATION - 106.53' BENCHMARK ,# 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOUTH LINE OF THE PLAT OF MONTFREY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND J. ELEVATION 253.80' BENCHMARK ,4 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK/ 3 - CITY OF RENTON MONUMENT # 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STON£WAY CONCRETE ELEVATION 55.27' J I SCALE: 1 " = 50' I I 0 25 50 I I III I I I I 4 I I I I II ,i I I I I II I I I 1 I I II 1I I I I I I T' I II vd,,,ri.'rI .�wrrrrwrriDUl a„r, fir" 1 1 I I 1999 TRIAD ASSOCIATES TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th ere. NB Birldand, TA 98034-M Tel 426.82IMU Fax 42L821.3481 Toll Free 800.4fiLW 66 www.Wadasoo.com 0 nip Z J U 00 o g A z BRAN DARROW, P£ PROJECT Zfffam- DESIGNED: DBH CARD: DL.% Cr►iD CHECKED: MLM DATE: MARCH 26, 1999 SCALE: HOR i'll=50' VERT.: N/A ti L, WA 2 "IGNAL �' EXPIRES: 3/19/00 7/2/9, STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 98- 312 SHEET Nm" 45oF 47 LLA 0 OA O P� FiV�