Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLarge FormatY GRADING AND Z O STORNA m z I � 9 a o ✓=i /V ll V I O n Z Z QCO d 0 � � 1 2O LEGAL GESCRIPTION: �Oz o U LOT 5, BLOCK 3, "RENTON SUNSET HEIGHTS" ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 56 OF PLATS, AT PAGE 6, IN KING COUNTY, WASHINGTON.Lu Z Q SUBJECT TO RESERVATION RECORDED UNDER AUDITOR'S C Q FILE NO. 1953761, RESERVING ALL COAL BEING AND LYING W w I UNDER THE SURFACE OF SAID LANDS AND ALSO RESERVING ' I ; THE RIGHT TO MINE AND REMOVE SAME. Z ( SUBJECT 70 THE RIGHT TO MAKE NECESSARY SLOPES FOR Z Q O CUTS OR 7LLS UPON SAID PREMESIS IN THE REASONABLE Till' I �I' ,`� ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND O ROADS AS DEDICATED IN THE PLAT. o W %z G � � I BASIS OF BEARING:CIO f � BEARING SHOWN HEREON ARE BASED ON THE O 1QQ `rco INSTALL TEMPORARY ROCK CONSTRUCTED CENTERLINE OF EDMONDS AVE. N.E., CO"dSTRUCTION ENTRANCE WHICH BEANS N01'02'34"E, AS MEASURED BETWEEN I " ----- -"-- � ��Y EX SSMH o = � PER CITY STANDARD DURING CITY OF RNNOTON12 CONTROL 398 MONUMENTS _ � , CONSTRUCTION N.E. 6TH COURTC�mg� - S89'27'08"E CALC'D.) poi .. 2 — 3 4" RESIDENTIAL WATER ' ((PLAT) - / BAS,.S OF HORIZONTAL DATUM: R N89'29 16"W/ 1 8 �y METER AND SERVICE LINE. COORDINf'.TES PER NAD 1983191, STATE PLANE, COORDINATE WITH UTILITY s DISTRICT FOR INSTALLATION. WASHINGTON NORTH, ZONE �f4601, IN U.S. FEET. 29.94 d O $ it _ EDGE OF EX SSMH h o ' / GONC. DRIVE BASIS OF VERTICAL DATUM: END Or FENCE IS < v o ,�---------------4U `5 --, so� � � NAVD 1988, IN U.S.FEET s N \, �� / �� - ' = JI- 3. 65' WEST '?F � I �� -'' S �CALGA). PROPERTY BENCHMARK USED: Lu rr - \ ` ` I-ORNER ¢ 1�•-1 !� - a O p E / ELEVATIONS SHOWN HEREON ARE BASED ON THE z w. -� 185.0 / ` MAX. 4 HIGH ROCK WALL 3 , c < CITY OF F'ENTON CONTROL MONUMENT N0. 612, \ r-I' <tr EL. = 260.07 (U.S. FEET) I ` j� U - �` �1 CHAIN LINK FENCE �.� , y Ems-+ j ?9• 5 0 () C �, -, �_j j� ) NOTES: ►—� \ •sp 0� lg 1 p TA O Z �, 5 r3 �'t 7 rC, 1 �� / O CID��, < . \I �\ \ �< I ' �� 1 \ 6 � �1 MONUMENTS LAST VISITED 6/9/98 EXCEPT AS NOTED. / N m E j 5 �5 5 \ $ 6" P SID SEWER \ $ �' l ��' CONTOUR INTERVAL 2.00 U.S. FEET.E"' < -------- F... \ E � 1 � 2.0 MIN. �\ � v ob. o rnN \v w m cn co o p G?4FcAGE U O \ L 0 A 1 1 1 \ 1 1� \ MAX. 4' HIGH ROCK WALL 1- N �m18 0 1 (o 0 12' WIDE PAVED ACCESS DRIVE �o _.� \mot.' 11 182. 1 ''S.0—\ �� \ ��— �\ (� \ Ftk �. ; �4 15" PINE �1 - 24" PINE CONSTRUCT MIN. �, �� 1 ` �_ X'RD EU�� /-- 3' HIGH CHAIN LINK FENCE Z \ co \ + Lll "- \ S r / END OF FENCE IS 7,57' - b 1' DEEP GRASS LINE\ `! \ i Z o - — \ N.E. OF CALL D. o o INTERCEPTOR SWALE \, 1� � \ \ \ // PROPERTY LINE 89'26'5"W , J 1� / ---••. 6' HIGH WOOD FENCE: \ 1 oq 1 6. IcA \ ENO OF FENCE.' IS 4.90, , t\ ` "r 1�' \ 1 1 PR )PF_RTY LINE PLA GNLA ,�1) 1� to �� 1 1 N.. OF C.AI.C'D. HiO� pS INSTALL ' LONG LOT DRAIN �—, �' 6'ea 6 VC ROO 1 \1 1 1 1 \ 3 co TREND ., FOR ROOF DOWNSPOUT 1 S C �1 \ DOW SPOUT 1� Il U 1 1 1 \ '�PcoT36, PGS2505 0 COLLECTION. TRENCH SHALL BE 6.8x CONN CTION 1 \ 1 pL• 50 00 MIN. l' WIDE, 3' DEEP WITH „►6,r. , 1 11 1\ 1 1 1 \ (V 7227 �FICLQ) — iy0 6" PREFORATED PIPE BEDDED F -184.(pL O cn IN 3/4" — 1 1/4" WASHED \ 1 1 11\11 11 1 ROCK PER CITY OF RENTON \ \ 1 \ LO 2 \ 1� 11 11 EN D'OF :SINCE IS 9 Q Q STANDARD No. 621. 1 \ \ \11 11 Il 1 11 0 06' NORTH OF x 0 \\ \\ 1 y C-.c."D. PROPERTY < a ^� DEN\p EM - HA�ELP�IIT HRNB \ 1 1 \ \ 1 /\ Cc, 'NF_R o o U 6' HIGH WOOD '-ENCE--� � � It,CL \ \ \ \ 1 Q INSTALL TEMPORARY FILTER FABRIC FENCE\ j w DURING CONSTRUCTION 204 Q ALONG WEST AND NORTH Iry � �� ) 1 � X f� LINE AS SHOWN :' /30' WIDE ACCE :S EASEMENT PP� R .4f"/f �2.9yb \ CLAM/OF MAPLE/lREES O END OF FENCE L _ }}; 0.63' EAST Q a02' SOUTH OF / / / E:X�IITCHI m CALC'D. PROPERTY CORNER � MAX. 4' HIGH ROCK WALL �� SA�R I OF 1III A S// y�NZ,gyp" o 24661 �SIONA E��\ z 0 EXPIRES 6 11 0 D � I ry RECOMENDED CITY OF RFNTON FOR APPROVAL I]EPARTME-NT Of= PUBL_lC WORKS BY BY GRADING AND STORM BY DRAINAGE/UTILITY PLAN DESIGNED _ JGH i DRAWN JGH 1 DATE 1 1 1 3-/9 RLE NO. W J Z CHECKED A SCALE 1 "=20' �RELDBOOK PAGE NO. RE\/ISION BY APPR DATE APPROVED DIRECTOR OF PUBLIC WORKS SHEET OF H p - 7-6 ,..i..�._, �•''a _. - q ..F. gA.. .._, p -. -,�->. _ - 'a sr' }}, r�+ix,?>.. @: µ �4_:.'.•�@K?} - "5'+a : 3 ! .... .,-. } z: 'r,. i'; M 1. -" "i, X c-. y`� i. ,f. '� '3 t - fi �,? � � I°• R 7••� F$ a e x aq � r a r' 1. ULFUKL hNti !_'ON"IUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTICN�.. MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, -...a 8 ._�_. .. -.,.. . M`rb .-.�. � �,.,y ,,.i,s., . � . �"` .: � �'� ... ._.-, DESIGN ENGINEER. d A , <� m, �„r, � ,, -, � �_„7' ,$ �..^.. -i ,;' .,. L 1 Y� �� 1 1T �-:.�•�.,� .. t �f x`_Y .,,... ,,,.... J. rt, 1. m ;'` : X � .� �,h _"l" � > a Af'� f"°'a � S 3 � #-`".: _ �. lm"''c ^ �"`...>.'°'�' j % = a� r1 s� # " •. 1 I � , > 17- "-;� �' � � 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD � SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY�3t� �,ar s I` T r3` '� �- _ '� • �" Tm �,`y ' WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDRQSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREAT-MENT # 1 OR BETTER INSIDE AND OUTSIDE. I 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVE_ 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. ALL STORM DETAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH H THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR FLANGED (6-INCH MINIMUM COVER). B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER). C. PVC - 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE PUSH -ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) - 6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1 /2 INCH CORRUGATIONS. 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1 /3 INCH X 1 /2 INCH CORRUGATIONS. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER). E. HELICAL CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1 /2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINIMUM COVER). F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM PIPE DIAMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITTED. FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. 11 00 f , I { 1M 1 i , I I _ ihd ti} A A teifij .I :T-ATf + r Y AT r CB 5, TYPE 1 \ ra } Jr=itdPtl :T 4e ' ( 57 LF 12' SD 1.0� m is I RIM=393.98 IE=389.82(12") 393.781 ; V j 8'38'55" E � S LF 12 SD ® 1.0% ' I gk66 394.8 395. t I, 394.28f' l - 4 Q ...MAI, . ----- q E.i• L; E i NG .,E. t, :. t CH EX: f)(" a 94 08 `C Z; t ` I ;,'' r 1 r t 12 00 MA 93.59t , 394:50 q 94.60"` c: F r ;t r r _.i . ;�_. ,'"tiRtc . tua :..: _`.. 1:r.11,., d: i:., ill L:---1-�'r-__I - f Nf HO', ll 4 i' I , 1 �-�{ I � q TQP =394.40 -.._,.._ _ a_ __, _ :: _ {' , ° IE=393.19 CIF ri' Lr dl t 0 O q Malin"'. ° Q v y { 4. Q q t I ------------- r iR'1 Ira j= IrT Cd E 1tlo6E LINE EL-394.50 o I 74 Cy) 4.50 T ° s 111: f I: __ --- I I �o Q o � , Q IF ,,tf '+ r J i ,H ; j '', 1 ° 13 00 3 450 CB, TYPE 1 q RI =394.1 p �f� c IE=392.98 + fI jS+k 1 Gt� -� �:'S i �'• ti t k TOP=A I` ..ET li j` y i v' iE=39, l $ '. f `,, I I : �` l._1 I _I. i -43947'11 50--- 394,18:' 4f t.-b' t the ' �I I 39kX. .79 i61 39 095.4.60.16 lE { k, ,, ,�i } I I i I 395.35 .00 l 39'.93 1 p r a -. a 615t11:: h. .7,'I.r 1 l "I"Nc`3'�;" I I a , � K'k L"�It Tfr11 E.I� F` ;.�... h NO Lill I-,IIg. I r _..__ I -{ s tIL '_.... �flr.lfk c ,1 _ ;h9F'E,I I , 1 _ 1 F' r1 af5 4 f r'31 n �, q, , . 1:: :-,,5i 14±00kip I 1 I ` } �Tllti i 1A I IIPs} L.4•iSTIN� :,i hJIP tt 1 j I h.1EA JF'MD 'M4lF 1 .i+r E ! aP" WITH C1kIN LINK F r1 I(. x I Will -I TAPE ' lE:- 4t;l�;i �• i IE=389.25 CB # 1, TYPE 2-54" SEE SHT C5 FOR DETAILS �- INSTALL 86 LF TRENCH DRAIN PER DETAIL THIS SHEET. � r , r Irn o : 93 LF 6' DIA CMP DETENTION PIPE SEE SHEET C5 0 CB' #2, TYPE 2-54" SEE SHT C5 FOR DETAILS 13 LF 12" DI 4 2.0% 20 LF 12" DI @ 1,0% )C30 I CB 3, TYPE 1 4.6 i RIM=394.80 I IE=391.20(12") 28 LF 12 DI @ 1 0% CB 4, TYPE 1 \RIM=394.30 IC�391.48 {I, -:r' FT NIC it , 01 rN11.I�L; TIE:: F - t'3T 1:R 1.<I NI: rlEi: ,Lt! IDEWALK DRIVEWAY OR ALLEY A 3/8" EXPANSION\\'�� ' `0 JOINTS �SE�E NOTE 2 �\ SEE NOTE l ALTERNATE 1 Ate\ WHEN THERE IS A PLANTING STRIP 3/8" EXPANSION JOINTS SEE NOTE 2 3/8" EXPANSION JOINTS SEE NOTE 2 s• SIDEWALK DRIVEWAY OR ALLEY ,tN A J k, lo• �(, t�13• � NTN Nhr K TpTp 20, *4k k SEE NOTE I 4" 4" JOINT DEVELOP"EI4,r PLANiJf►VG C11y OF RENTON iron► n 1999 RECEIVED EXPANSION JOINTS SEE NOTE 2 6' MIN\ fq r' � CO„T 6„ RESIDENTIAL -I. 10" COMMERCIAL OR INDUSTRIAL CURB AND GUTTER SEE DETAIL "A" SHOWN HOWEVER, OTHER CURBS MAY BE USED (SEE SECTION A -A STANDARD PLANS) SCORE LINE -6" DETAIL A APPROACH WITH MONOLITHIC CURB SEE NOTE 5 A ALTERNATE 2 �� la' ,„ WHEN SIDEWALK IS NEXT TO CURB NOTE, CEMENT CONCRETE DRIVEWAY 1, DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C, THEY SHALL OR ALLEY APPROACH NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP. 2, 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED ADOPTED 4. ALL JOINTS SHALL BE CLEANED AND EDGED, Cm or REMKiN 5, APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED + INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). 1"s°d"d yl- 6. SUBGRADE COMPACTION SHALL BE 95X MODIFIED PROCTOR, tsT mn: rz/is/9I DATE REVISION I BY IAPPR DWG. NAME: FR01 N SP PAGE: FO06 THENCH DR D;E All NOT TO SCALE. 4" CONCRETE SLAB 12" SLOTTED DRAIN MANUFACTURED BY PACIFIC CORRUGATED PIPE CO. PIPE SHALL BE GALVANIZED OR ALUMINIZED TYPE 2 STEEL. GRATE SHALL BE 2 1 /2" IN HEIGHT. V) te) \ I m W W J w w w w w Of CL U U Q w Of 7- III w g �olNm v z z w 1- z � m V) Q00z w w o z w w o,00ac z z w o w UJ Of U �WWw wCLaa a V) (n V) Q z z z w O O O 0 N 0 0 0 C.^ � w w w w �) u U (D CD w w w w I u G7 rn rn rn rn s} pT LO d" 6 Z �F MI ASq B lft ' I^� � 0 LL 5 0 C-) Is LH o i ri LT CC LH �1gg 0 ILL v N N If U C > <L W W v D o, 3 v 0) 0 U Q = C' U I- ::D z - O V) zuj LL.1 J Q X < z Z LIJ w Z Q N t-) N N O N 00 O 00 0 N CO I� 00 > z N Qom.- sLr>U-) I I ww z gz w 00 L.LJ v ((n '0 � '00., u, Yt cl A\ Is" CONS 23975 S \ z S7ANAL F��* .1�_l EXPIRES 6-10-01_ h ly�l30,902ti `! 6 3 w > PRELIMINAR Y SHOR T PLA T SITE AREA: TOTAL 13, 651.98 SQ. FT. (0.31 ACRE) ~" � o FOR ALI VAFAEEZADEH 6,825.99 SQ. FT. (0.16 ACRE) L0CATED IN THE N. W. 114, OF THE S.E. 114, LOT 2 !00OF SECTION 8, TO WNSHIP 23 N., RANGE 5 E., W. M. 6,825.99 SQ. FT. (0.16 ACRE) , KING COUNTY, WASHINGTON ob 0 3 oz 2 N.E. 6TH COURT�o� S89'27'08"E (CALC'D.) N89'29' 16" W (PLAT) 29.94' - s� o; 1 00 o OAP h0 ►`� 0 i Qs Apt W 4j0 007U `n LO CN j N oF�q �9 i 55 58, 0$ o so00� 19" 2S DELTA,; 50'22' R 46' j3' 1, LINE TABLE L-1 N01'02'25"E 412.51 ' L-2 N68'59'29"W 326,90' L-3 S 1744'54"W 249.76' L-4 N72'57'21"W 306.48' L-5 N56'18'24"W 44.46' L-6 S10'07'21"E 254.38' L-7 N86'20'50"W 203.19' L-8 N1'00'49'E 473.24' L-9 S89'27'08"E 277.50' ------------------ BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON THE CONSTRUCTED CENTERLINE OF EDMONDS AVE. N.E., WHICH 8r , ,,S N01'02'34"E, AS MEASURED BETWEEN CITY OF � -NTON CONTROL MONUMENTS NO. 612 !D 398. LEGAL. 1:ESCRIPTION: LOT 5, E; J;'r; 3, "RENTON SUNSET HEIGHTS" ACCORDING i-O THE PLAT 0,tREOF, RECORDED IN VOLUME 56 OF PLATS, AT PAGE 6, IN K,NG COUNTY, WASHINGTON. SUBJECT )_` ) RESERVATION RECORDED UNDER AUDITOR'S FILE NO. i'.5,3761, RESERVING ALL COAL BEING AND LYING. UNDER -i !_ SURFACE OF SAID LANDS AND ALSO RESERVIN3 THE RIGh"T TO MINE AND REMOVE SAME. SUBJECT HE RIGHT TO MAKE NECESSARY SLOPES FO,: CUTS 01 � UPON SAID PREMESIS 1N THE REASONABLE ORIGINAL Gr'%ADING OF STREETS, AVENUES, ALLEYS AND ROADS A.. DEDICATED IN THE PLAT. LEGEAFj I :r SENT AS NOTED PIPE (FOUND) �D TACK ;PjD 1/2" REBAR W/ CAP "CNI LS 18898" DRI VEWAY '.,. , . NCE AGREEMENT: EXCLUSIVE EASEMENT FOR INGRESS, EGRESS 7. ". TO BE CREATED UPON THE SALE OF LOTS l r; SHORT PLAT. THE OWNERS OF LOTS 1 AND h, AN EQUAL AND UNDIVIDED INTEREST IN THE OF THE PRIVATE ACCESS AND UTILITY EASEME,\\ f. COSTS SHALL BE SHARED EQUALLY. PARKING ON ThE ACCESS EASEMENT IS PROHIBITED UNLE> DTH IS GREATER THAN TWENTY (20.00) FEET. MONUMENT TABLE 30' WIDE ACCESS EASEMENT M-1: CITY OF RENTON MONUMENT NO. 672 PER AFJ4729962 (A.K.A. N.W. CORNER SEC. 16, T. 23 N., R. 5 E., W.M.) FOUND 3/8" COPPER PLUG AND A PUNCH ON A 4" X 4' CONCRETE POST MONUMENT DOWN 0.45' IN A MONUMENT CASE AT THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E. APPROXIMATELY 160' SOUTH OF FERNDALE AVENUE N.E. SEE CITY OF RENTON REFERENCE CARD NO. 612 ELEVATION: 260.07 U.S.FEET. - ------------ ------------------ M-2: FOUND RAIL ROAD SPIKE IN MON. CASE DOWN 0.7' --------------- - - - - - - - - " - NEAR CENTERLINE OF EDMONDS AVENUE N.E., NEAR DECLARA TION. ADDRESS J568. KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED DO M-3: FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW CAP W/ PUNCH DOWN 0.5' t NEAR INCASETERSfiTION 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC OF NW 7TH STREET AND EDMONDS AVENUE N.E. REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE M-4: CITY OF RENTON MONUMENT NO. 398 WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES (A.K.A. NORTH 1/4 CORNER SEC. 16, T. 23 N., R. 5 E., W.M.) OF THE OWNER(S). STATE OF WASHIN FOUND A 3/8" COPPER PLUG AND A PUNCH MARK ON A 4" X 4 THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT! COUNTY OF 1-'i CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE IN IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION I CERTIFY ThAi I KNOW OR HAVE SAT; BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E. IN BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS FRONT OF HOUSE NUMBER 801. ELEVATION: 285.08 U.S. FEET. SHORT PLAT TQ ANY AND ALL FUTURE PURCHASERS OF THE LOTS SIGNED THIS INSTRUMENT AND A KNOWLED ;_ , OR ((�j ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN 5. U M- DISK W/ "X" DOWN 0.5' t NEAR END OF N.E. 7TH STREET AND DAYTON AVENUE N.E. M-6: FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS DISK WPUNCH STAMPED "LSJ 1 1691' DOWN 0.4' t • _t/ ---------------- NEAR ENTERLINE OF N.E. 6T PLACE AND CAMAS AVENUE N.E. OWNER M-7: FOUND 1" IRON PIPE W1 TACK NEAR INTERSECTION OF BLAINE AVENUE N.E. WHERE IT TURNS SOUTH. DECLARATION OF COVENANT: r THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, SIGNATURE OF M-8: FOUND TACK IN ASPHALT AT INTERSECTION OF IN RETURN FOR THE BENEFIT TO ACCURE FROM THIS SUBDIVISION, NOTARY PUBLICe .. 6TH COURT N.E. AND BLAINE AVENUE N.E. BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE M-9: FOUND TACK IN ASPHALT AT INTERSECTION OF BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS DATED 6TH COURT N.E. AND BLAINE COURT N.E. SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, (LAST VISITED 6114196) OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. MY APPOINTME-1 a LUNG L.'IDENCE THAT LUA-98-175—SHPL LND-20-0236 N GRAPHIC SCALE Amu Vlmwa�", 0 20 40 B:"�SIS OF HORIZONTAL, LATUM: COI)RDINATES PER NAD 19831191, S 1A I-E PLANE, WA1. HINGTON NORTH, ZONE 601, IN U.S. FEET. F, iS'IS OF VERTICAL DATUM: NAVD 1988, IN U.S.FEET Ell-ArCHMARK USED: ELEVATIONS SHOWN HEREON ARE BA;:c-D ON THE C11`;' OF RENTON CONTROL MONUMENT NO. 612, EL. = 260.07 (U.S. FEET) NOTES: MONUMENTS LAST VISITED 6/9/98 L.`.:'EPT AS NOTED. CONTOUR INTERVAL = 2.00 U.S. FELT. NOTE: 77 M-4 LINES L 1 THROUGH L6 g 9 ARE TRAVi-RSE LINES. ~ ;� LINES L 1 & L8 ARE. CENTERLi,`4ES• �F. f I M-5 h CITY C F RENTON �. 2 ram;, ST - A CITY NO. 398 M--i. -_e EO (i ' 4,5c " " 14". ") 4-2 1M-3 r, M-7 oil 17 4 L-7z,D o j �BLAJI��m ni Q AVE, rn °' o SE in - - - -' i`J. E. m ; P.K. NAILS ,�� N L. 6TH CT. I AT o M� L--9 M- 7 POINTSCONTRO o 4 1 z I > O 1 � �Z � �m j M-2 � �' � j I U O b U) z SCALE,) I 117 REr,TON z / VT NO 612 8 ,9 17 16 MONUMENT L OLA i ION AND CENTERLINE BE RWC G : I. IL (SEA ''ONUMENT TABLE �l (L) L'" , FOR MU;; JMENT Dc-7rGNATORS AND Li:'JLAR f3, DISTANCES) i(m4IHER) FREE AND APPRO (j; 01�D �NTHE INSTRUMENT. CITY OF REJ:TON AD,+1'#a''7RATOR, PLANNI.N(' i3Ui: 1 U.'r'L 3' iC WORKS -,,sky Z� l -- -4" KING COON! r' ASSESSOR'S OFFICE �" 1 7 ZOO INSTRUM : ='ED: GEODIMF_TER b 0 A,') i A4 A 10LG AJu J a i METHOD. VERSE EXCEEDING Rt"CJwL`i N,' .' ,',� C. 3::;?-130-090. INDEXINi .;A: N.W. 1/4, S.E. 1/4, EIL b, 1 N R 5 E. W.M. w Q U w U 0 f-y O W V I O Ld D �I 0 w 0 Q 0 W w0 = ~ > o x z (� 0 N W Li a O O 0 Z W o n a 0 J Li Q Q Q cr w w mw2 _LAJ ~ o~Q a= U >-3Q w w U U ?ZZ NQcl Q00 � UJ WZX OC) U V) wW 1 Lo CL :5 � --J WZ(41Q QL �0w� JU�J w Q LiJ UCe-w 00 V00 Lj00 0) Q cr-ch 0!�,� 0) CL Q wwo w LAJ \�� z �zOfw� Z » > = V1 =�0y0w Li J 1-Dorm- 7� Crn co M 0 00 N N N 1-� w a o C c v w o CL Y 00 00 00 N " °6 z,,:: N L �N 00 z V) ^ ; II O J N � Of F- z V' W U N Q Z CID m •• N t z Z < m wO -'A t I p- C11�- f 7 S w o� U U� W x oo I o ern 00 3 �o zz N.E. 6TH COURT��~ S89'27'08"E (CALC'D.) N89'29' 16"W (PLAT) '- 29.94',- A O h�� n x ,y 0 114\��9 cs, Ni � _;L, fit p'� pop• 1g ?S33 DELTAI, 50 R 462 LINE TABLE L-1 N01'02'25"E 412.51 ' L-2 N68'59'29"W 326.90' L-3 S1744'54"W 249.76' L-4 N72'57'21 "W 306.48' L-5 N56'18'24"W 44.46' L-6 S10'07'21"E 254.38' L-7 N86'20'50"W 203.19' L-8 N1'00'49"E 473.24' L-9 S89'27'08"E 277.50' SITE AREA: TOTAL 13, 651.98 SQ. FT. (0.31 ACRE) LOT 1 6,825.99 SQ. FT. (0.16 ACRE) LOT 2 6,825.99 SQ. FT. (0.16 ACRE) LEGAL DESCRIPTION: PRELIMINAR Y SHOR T PLA T FOR ALI VAFAEEZADEH L 0 CA TED IN THE N.W. 114, OF THE S.E. OF SECTIOX 8, TOWNSHIP 23 N.) RANGE 5 KING COUNTY, WASHINGTON LOT 5, BLOCK 3, "RENTON SUNSET HEIGHTS" A^CORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 56 OF PLATS, AT PAGE 6, IN KING COUNTY, WASHINGTON. SUBJECT TO RESERVATION RECORDED UNDER AUDITOR'S FILE NO. 1953761, RESERVING ALL COAL BEING AND LYING UNDER THE SURFACE OF SAID LANDS AND ALSO RESERVING THE RIGHT TO MINE AND REMOVE SAME. SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMESIS IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLE''S AND RndnQ AC ncnrreT9-n MI TWP' OI AT LEGEND: MONUMENT AS NOTED ® IRON PIPE (FOUND) LUA-98-175—SIYPL 114, LND-20-0236 E., W. M. , CLAN REVIEW N OF RENTON zt FOUND TACK ® FOUND 1/2" REBAR W/ CAP "CNI LS 18898" �'vUL• '.oc;F 1�0 ----- ------ MONUMENT TABLE 30' WIDE ACCESS EASEMENT M-1: CITY OF RENTON MONUMENT NO. 612 PER AF#4729962 (A.K.A. N.W. CORNER SEC. 16, T. 23 N., R. 5 E., W.M.) FOUND 3/8" COPPER PLUG AND A PUNCH ON A 4" X 4" rr� CONCRETE POST MONUMENT DOWN 0.45' IN A MONUMENT CASE AT THE CONSTRUCTED CENTERLINE OF EDMONDSAVENUE N.E. 10' SOUTH OF AVENUE N.E. SEERCITY OFLRENTON REFERENCE ECARD LE NO. 612 ELEVATION: 260.07 U.S.FEET. M-2: FOUND RAIL ROAD SPIKE IN MON CASE DOWN 0.7 DECLARATION. NEAR CENTERLINE OF EDMONDS AVENUE N.E., NEAR ADDRESS #568. KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED M-3: FOUND 4" X 4" CONC. MON. IN CASE W� 2" BRASS OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED DO CAP W/ PUNCH DOWN 0.5' NEAR INTERSECTION HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO ROW OF NW 7TH STREET AND EDMONDS AVENUE N.E. 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE M-4: CITY OF RENTON MONUMENT NO. 398 WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES (A.K.A. NORTH 1/4 CORNER SEC. 16, T. 23 N., R. 5 E., W.Y.) OF THE OWNER(S). STATE OF WASHINGTON KING FOUND A 3/8" COPPER PLUG AND A PUNCH MARK ON A 4" X 4" THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, COUNTY OF CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE IN IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E. IN BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS FRONT OF HOUSE NUMBER 801. ELEVATION: 285.08 U.S. FEET. SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. M-5: FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS WITH THE LAND AS SHOWN ON THIS SHORT PLA DISK W X" DOWN 0.5' f NEAR END OF N.E. 7TH STREET AND DAYTON AVENUE N.E. M-6: FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS DISK W/ PUNCH STAMPED "LS# 1 1691 " DOWN 0.4' t ___-y_____y __ Y__ ---------- NEAR CENTERLINE OF N.E. 6TH PLACE AND CAMAS AVENUE N.E. OWNER M-7: FOUND 1" IRON PIPE W/ TACK NEAR INTERSECTION OF BLAINE AVENUE N.E. WHERE IT TURNS SOUTH. M-8: FOUND TACK IN ASPHALT AT INTERSECTION OF SIGNATURE OF 6TH COURT N.E. AND BLAINE AVENUE N.E. NOTARY PUBLIC M-9: FOUND TACK IN ASPHALT AT INTERSECTION OF DATED 6TH COURT N.E. AND BLAINE COURT N.E. (LAST VISITED 6114196) MY APPOINTMENT EXPIRES GPAPHIC SCALE 1"=20' W 0 20 40 BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON THE CONSTRUCTED CENTERLINE OF EDMONDS AVE. N.E., WHICH &EARS N01'02'34"E, AS MEASURED BETWEEN CI':Y OF RENTON CONTROL MONUMENTS NO. 612 AND 398. BASIS OF HORIZONTAL DATUM: COORDWATES PER NAD 1983191, STATE PLANE, WASHINGTON NORTH, ZONE #4601, IN U.S. FEET. BASIS OF VERTICAL DATUM: NAVD 1988, IN U.S. FEET BENCHMARK USED: ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF RENTON CONTROL MONUMENT NO. 612, EL. = 260.07 (U.S. FEET) NOTES: MONUMENTS LAST VISITED 6/9/98 EXCEPT AS NOTED. CO-ITOUR INTERVAL = 2.00 U.S. FEET. NOTE: X M-4 LINES L1 THROUGH L6 $ 9 ARE TRAVERSE LINES. LINES L 1 & L8 ARE _ I CENTERLINES. N,F I i CITY OF RENTON Z..P� S/, MONUMENT NO. 398 M-S y In 1 iDnD�� M- L-7 ---- z> - o j :BLAIN m N Q AVE. rn I o w,00 W I o Z,I ---- �i� SET o L N.E. m F.K. NAILS � 6TH CT. AT o M-9----- z M-8 CONTROL Z �T POINTS Z 0 m V _ M-2 2 r>ITE� j IW W �r c) W, C) Niz W (NOT TO SCALE) o� Z CITY OF RENTON MONUMENT NO. 612 8 9 M-1 17 16 MONUMENT LOCATION AND CENTERLINE BEARING DETAIL (SEE MONUMENT TABLE AND LINE TABLE FOR MONUMENT DESIGNATORS AND LINEAR BEARINGS & DISTANCES) APPROVAL: CITY OF RENTON ADMINISTRATOR, PLANNING/BUILDING/PUBLIC WORKS KING COUNTY ASSESSOR'S OFFICE INSTRUkENT USED: GEODIA/ETER 600 AND/OR NIKON DTW-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. 332-130-090. INDEXING DATA: N.W. 1A S.E. 1A SEC. 8, T 23 N., R. 5 E.,W.M. ;�; ry � w N = O ~ > O � O � p U W U w D O O W OLd LJ 0:� Z w U w o d' 0 O J_LLJ L.L_ Q Q Q w w m w m = w� F_ Q oF� Q U_ ��_►- L� Ld w U Z � Z — N<� w Qoo U WW Lj LLJ zCy¢ � Q(A WZNQ n- 0 �Ow� LLJ LLJ W �L� co zi co OhLj o a)' 0) ry ozL � w�F-z lv O Qp w � Z�L,.;7 z' ILI)»> = Li p J =mora F-o�o - 7 n nVL � W � z Lj � Y O o w (N N O J 0 Q Z ^` Z3 W Z3 w N U z i� `J • •• .-. t� N O N UN Q� 7^ m� z0 3z Qm af DO w SHOR T PLA T SITE AREA: TOTAL 1 J, 651.98 SQ. FT. (0.31 ACRE) w � ,`� ,� v � FOR ALI VAFAEEZADEH LOT 1 6 8?5.99 S0. IT (0.16 ACRE) W L 0 CA TED IN TH.E N. W. 114, OF THE S.E. 114, LOT 2 6,825.99 SQ. FT. (0.16 ACRE) OF SECTION 8, TOWNSHIP 23 N., RANGE 5 E., Wald., KING COUNTY, WASHINGTON 3 g� N.E. 6TH COURT '6. S89'27'08"E (CALC'D.) go;o _NOV29.16-W (PLAT) N 1S. 8' ro +�50 ++ �9 55 FLTA 00� j3, �►go 1 \1 1 1 1 1 N 1 0 1 � 1 m 1 11 a� LOT 1 1 PROPOSED ADDRESS: 2211 N.E. 6TH COURT � O 1 m 1 r� 11 O 3 \+► 1 `° 1 LINE TABLE � 1 L-1 NO I'02'25'E 412.51' _ : 1 L-2 N68'59'29'W 326.90' `� 1 L-3 S 1744'54'W 249.76' L-4 N7757'21'W 306.48' 1 1 L-5 N56.18'24"W 44.46' 1 1 w 1 L-6 S 10'07'21 "E 254.38' 1 20' L-7 N86'20'S0"W 203.19' 1 L-8 N 1.00'49"E 473.24' 1 1 L-9 S89'27'08"E 277.50' ----------------------------- 1 ,UN,, 0 , S �r . F �O F�nUPO::iEu i LOT LINE N89'26'53"IV 115.94' LOT 2 PROPOSED ADDRESS: 2215 N.E. 6TH COURT N89'26'53"W 155.03' -le. BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON THE CONSTRUCTED CENTERLINE OF EDMONDS AVE. N.E., WHICH BEARS NO1'02'34"E, AS MEASURED BETWEEN CITY OF RENTON CONTROL MONUMENTS NO. 612 AND 398. LEGAL DESCRIPTION: LOT 5, BLOCK 3, 'RENTON SUNSET HEIGHTS" ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 56 OF PLATS, AT PAGE 6, IN KING COUNTY, WASHINGTON. SUBJECT TO RESERVATION RECORDED UNDER AUDI "OR'S FILE NO. 1953761, RESERVING ALL COAL BEING A14D LYING UNDER THE SURFACE OF SAID LANDS AND ALSO RESERVING THE RIGHT TO MINE AND REMOVE SAME. SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMESIS IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED IN THE PLAT. LEGEND: ® MONUMENT AS NOTED O IRON PIPE (FOUND) A FOUND TACK FOUND 1/2" REBAR W/ GIP "CNI LS 18898" PRIVATE DRIVEWAY MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1 AND 2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED UNLESS PAVEMENT WIDTH IS GREATER THAN TWENTY (20.00) FEET. PLAT OI � H10N 36, MONUMENT TABLE 30' WIDE ACCESS EASEMENT M-1: CITY OF RENTON MONUMENT NO. 612 PER AF/14729962 A.K.A. N.W. CORNER SEC. 16, T. 23 N., R. 5 E., W.M.) OUND 3/8" COPPER PLUG AND A PUNCH ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.45' IN A MONUMENT CASE AT THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E. APPROXIMATELY 160' SOUTH OF FERNDALE A�TtQ N P ` AVENUE N.E. SEE CITY OF RENTON REFERENCE CARD i N0. 612 ELEVATION: 260.07 U.S.FEET. — --- — — — — — — M-2: FOUND RAIL ROAD SPIKE IN MON CASE DOWN 0.7' — ----------------- -------------- -- ----------- L ---- - - - - - - NEAR CENTERLINE OF EDMONDS AVENUE N.E., NEAR DECLARA TION: ADDRESS 15". KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED M-3: FOUND 4' X 4" CONC. MOM. IN CASE W/ Z" BRASS OWNER(S) OF INTEREST IN THE LAND HEREIN DESCRIBED DO CAP W1 PUNCH DOWN 0.5' f NEAR INTERSECTIONHEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW OF N.E. 7TH STREET AND EDMONDS AVENUE N.E. 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE M-4: CITY OF RENTON MONUMENT NO. 398 WITH FREE CONSENT AND IN ACC)RDANCE WITH THE DESIRES W.A. NORTH 114 CORNER SEC. 16. T. 23 N., R. 5 E., W. OF THE OWNER(S). THE OWNER OF THE LAND EMBRACED WITHIN THIS S STATE OF WASHINGTON COUNTY OF ki"t. KING ND A 3/8" COPPER PLUG AND A PUNCH MARK ON A 4" X 4" IN RETURN FOR THE BENEFIT TO ACCRUE OMSION CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE IN 0 CONVEY THE BY SIGNING HEREON CO;FLLwiFUFURE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E. IN BENEFICIAL INTERESTEMENTS SHOWN ON THIS (e (ya F AE&Ari�N FRONT OF HOUSE NUMBER 801. ELEVATION: ?85.08 U.S. FEET. SHORT PLA PURCHASERS OF THE LOTS SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT T,Q%@Fl k%44I PIER) FREE AND " / M-5: FOUND 4 X 4" CONC. MOM. IN CASE W Z BRASS OR S SIONW THEREOF. THIS COVENANT SHALL RUN HE LAND AS SHOWN ON THIS SHORT PUT. VOLUNTARY ACT FOR THE USES AND PURPOSE ,Q(NJ10FItM W,'THE INSTRUMENT. DISK W/ X` DOWN 0.5' t NEAR END OF N.E. 7TH STREET' AND DAYTON AVENUE N.E. �` .•�,S�Gi� �� 9 =,� M-6: FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS DISK W/ PUNCH STAMPED "LS/ 11691" DOWN 0.4' * PLACE NEAR CENTERLINE OF N.E. 6TH AND CAMAS AVENUE N.E. OWNER M-7: FOUND 1 IRON PIPE W/ TACK NEAR INTERSECTION OF BLAINE AVENUE N.E. WHERE IT TURNS SOUTH. DECLARATION OF COVENANT:U '+, `0 f ? , z lb . K I..SN`M M-8: FOUND TACK ASPHALT A7 INTERSECTION OF THE OWNER OF THE LAND EMBRA,.,ED WITHIN THIS SHORT PT, IN RETURN FOR THE BENEFIT TO ACCURE FROM THIS SUBDIVISION, SIGNATURE OF Of .. UA NOTARY PUBLIC 6TH COURT N.E. BLAINE AVENUE N.E. BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE M-9: FOUND TACK IN ASPHALT AT INTERSECTION OF BENEFICUU. INTEREST IN THE NEW EASEMENTS SHOWN ON THIS DATED 6TH COURT N.E. AND BLAINE COURT N.E. SHORT PUT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, (LAST VISITED 6114196) OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN All V J rr 1� WITH THE LAND AS SHOWN ON THIS SHORT PUT. MY APPOINTMENT EXPIRES b LUA-98-175-SHPL LND-20-0236 M I Z S GRAPHIC SCALE 1"=20' 0 20 40 BASIS OF HORIZONTAL DATUM: COORDINATES PER NAD 1983191, STATE PLANE, WASHINGTON NORTH, ZONE 14601, IN U.S. FEET. BASIS OF VERTICAL DATUM: NAVD 1988, IN U.S. FEET BENCHMARK USED: ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF RENTON CONTROL MONUMENT NO. 612, EL. - 260.07 (U.S. FEET) NOTES: MONUMENTS LAST VISMfED 6/9/98 EXCEPT AS NOTED. CONTOUR INTERVAL - 2.00 U.S. FEET. �.OTE: k LINES L1 THROUGH L6ARE TRAVERSE LINES. LINES L 1 doL8 ARE CENTERLINES. A!F "M-5 �ICITY OF RENTON M - 6 NE ST MONUMENT NO. 398 44-3 d-L 7'z �� BLAIN '!n cv t s AVE. W;RO �, g i SET }� N.E. : P. K. NAILS 6TH CT. AT o M-9 #- L-9 M-8 CONTROL 2 N OUD Q-,r POINTS tin V) Z M - 2 SITE WW R goo W PLAN REVIEW W (NOT TO SCALE) CITY OF RENTON MAR 0 1 1999 o i RECEIVED CITY OF RENTON 6 MONUMENT N0. 612 d 9 M-1 17 16 MONUMENT LOCATION AND CENTERLINE BEARING DETAIL SMONUMENT TABLE AND LINE TABLE FOR MONUME T CEE ESIGNATORS AND LINEAR BEARINGS do DISTANCES) A ?ROVA : "L Wj AjOAW% Ai1----- 3-- CITY OF RENTON ADMINISTRATOR, PLANNING/BUILDING/PUBLIC WORKS KING COUNTY ASSESSOR'S OFFICE INSTRUMENT USED: GEODWJWR 600 AND OR NIk?N OTMI-A10LG METHOD: TRAME'RSE EXCEEW NT5 OF W.A.C. IV-130-090. WDEXING DATA N.W. 1 4,I.E. 1 4, SEC. A T. 23 N., R. 5 E., W.M. w� i Q U_ Ow O L.J.J G U cy— W w (� = J O ~ > O O~ Z p W W U lz o 0 W °C ixz CC o J a O U i < i cx w 3 W mw�. Q 0~< W; ` W �Uz L= �0U U �.— 6 cj � �1 vI w U UJ.2 (A� LAJ wVf J O or O w W w O O 00 (,� 00 ix 0) . 00 OH is 3 w U�Lj ~� Wv Lj �pw25 La Z Z N>» H =�aa �- O Ix ac ? a: N L 4) c c v FL N M O 00 0) z W O Y 00 00 I � N 0 Li DO V) M J N Q � H z W U z t!) Os 0)1 O N R SITE AREA: TOTAL 13, 651.98 SQ. FT. (0.31 ACRE) LOT 1 6,825.99 SQ. FT. (0.16 ACRE) LOT 2 6,825.99 SQ. FT. (0.16 ACRE) PRELIMINAR Y SHOR T PLA T FOR ALI VAFAEEZADEH L 0 CA TED IN THE N. W. 114, OF THE S. E. 114, OF SECTION 8, T 0 WNSHIP 23 N., RANGE 5 E., W.M. , KING COUNTY, WASHINGTON LEGAL DESCRIPTION: LOT 5, BLOCK 3,-RENTON SUNSET HEIGHTS" ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 56 OF PLATS, AT PAGE 6, IN KING COUNTY, WASHINGTON. SUBJECT TO RESERVATION RECORDED UNDEP AUDITOR'S EDGE OF FILE NO. 1953761, RESERVING ALL COAL BEING AND LYING CONC. DRIVE UNDER THE SURFACE OF SAID LANDS AND <tLSO RESERVING THE RIGHT TO MINE AND REMOVE SAME. END OF FENCE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR 3.65' WEST OF CUTS OR FILLS UPON SAID PREMESIS IN THE REASONABLE CALC'D. PROPERTY ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND CORNER ROADS AS DEDICATED IN THE PLAT. 3' < (-H CHAIN LINK FENCE r T r . 14 �p00�'> " DELTA\; 2� < ' T� �' R - I C. 33 \ `� :�, t� . L\ ) < T c � T t 5.64 RAGE \ < \ �,9 9 f - < 15" 1 \ flo >� ` 7 \ < �} o \ N < 24" PINE J ODE \106 \ 1 5 < 15" DINE FIR 24" PINE LEGEND: MONUMENT AS NOTED 0 IRON PIPE (FOUND) 9 FOUND TACK ® FOUND REBAR W/ CAP "CNI LS 18898" ® CATCH BASIN ® SANITARY SEWER ® WATER METER ® WATER VALVE $ SIGN AMAIL BOX GUY ANCHOR 3:�)7_, UTILITY POLE "W CONIFEROUS TREE (DIAMETER & TYPE) DECIDUOUS TREE (DIAMETER & TYPE) E UNDERGROUND ELECTRIC SERVICE PAINT MARK — G UNDERGROUND GAS SERVICE PAINT MARK —W— UNDERGROUND WATER SERVICE PAINT MARK —X— FENCE AS NOTED ROD ED o 3' HIGH CHAIN LINK FENCE �f �\ .� T LI END OF FENCE IS 7.57' x N 7 G� o N.E. OF CALC'D. 1D 1 PROPERTY LINE �s \ N Q \N89'26'5 "W 1 15. � 0 6' HIGH WOOD FENCE i \ l� \ END OF FENCE IS 4.90' N \\\\ A APR TYLINE _1.5;G} 36, VoL, \\ LOT 2 \ I END OF FENCE IS \ \ 0.39' WEST & \ I 0.06' NORTH OF 6' HIGH WOOD ENCE ` \ \\ HAZELNUT SHR B I CO NER PROPERTY 89'26' "W 155.03' \ \ L I 30' )W1E ACCE S EASE ENT PER AF 4729962 CLUMP OF 9 MAPLE TREEND OF FENCE IS# 0.63' EAST & ' 2" -�" DIA.� 0.02' SOUTH OF / 016 CALC'D. PROPERTY / �(p CORNER ------------------------------------------+b--��--a�—--------------------------------------- MONUMENT TABLE M-1 CITY OF RENTON MONUMENT NO. 612 M-5 FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS LINE TABLE (A.K.A. N.W. CORNER SEC. 16, T. 23 N., R. 5 E., W.M.) DISK W/ "X" DOWN 0.5' t NEAR END OF N.E. 7TH FFOUND 3/8" COPPER PLUG AND A PUNCH Off! A 4" X 4" STREET AND DAYTON AVENUE N.E. L-1 N01'02'25"E 412.51' CONCRETE POST MONUMENT DOWN 0.45' IN A MONUMENT CASE AT THE CONSTRUCTED CENTERLINE OF EDMONDS M-6 FOUND 4" X 4" CONC. MON. IN CASE W/ 2" BRASS L-2 N68'59'29"W 326.90' AVENUE N.E. APPROXIMATELY 160' SOUTH OF FERNDALE DISK W/ PUNCH STAMPED ' LS# 1 1691" DOWN 0.4' f AVENUE N.E. SEE CITY OF RENTON REFERENCE CARD NEAR CENTERLINE OF N.E. 6TH PLACE AND CAMAS AVENUE N.E. L-3 S1744'54"W 249.76' N0. 612 ELEVATION: 260.07 U.S.FEET. M-7 FOUND 1" IRON PIPE W/ TACK NEAR INTERSECTION L-4 N72'57'21"W 306.48' M-2 FOUND RAIL ROAD SPIKE IN MON. CASE DOWN 0.7' OF BLAINE AVENUE N.E. WHERE IT TURNS SOUTH. NEAR CENTERLINE OF EDMONDS AVENUE N.E., NEAR ADDRESS #568. M-8 FOUND TACK IN ASPHALT AT INTERSECTION OF L-5 N56'18'24"W 44.46' 6TH COURT N.E. AND BLAINE AVENUE N.E. M-3 FOUND 4" X 4" CONC. MON. IN CASE W1 2" BRASS M-9 FOUND TACK IN ASPHALT AT INTERSECTION OF L-6 S10'07'21"E 254.38' CAP W/ PUNCH DOWN 0.5' f NEAR INTERSECTION OF N.EE 7TH STREET AND EDMONDS AVENUE N.E. TH COURT N.E. AND BLAINE COURT N.E. L-7 N86'20'50"W 203.19' (LAST VISITED 6/14/96) ( M-4 CITY OF RENTON MONUMENT NO. 398 L-8 N1'00'49"E 473.24' (A.K.A. NORTH 1/4 CORNER SEC. 16, T. 23 N., R. 5 E., W.M. L-9 S89'27'08"E 277.50' FOUND A 3/8" COPPER PLUG AND A PUNCH MARK ON A 4" 4" CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE IN THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E. IN FRONT OF HOUSE NUMBER 801. ELEVATION: 285.08 U.S. FEET. N W GRAPHIC SCALE 1"=20' t 0 20 40 BASIS OF BEARING: BEARINi S SHOWN HEREON ARE BASED ON THE CONSTRUCTED CENTERLINE OF EDMONDS AVE. N.E., WHICH BEARS N01'02'34"E, AS MEASURED BETWEEN CM' OF RENTON CONTROL MONUMENTS NO. 612 AND 398. BASIS OF HORIZONTAL DATUM: COORDINATES PER NAD 1983191, STATE PLANE, WASHINGiON NORTH, ZONE #4601, IN U.S. FEET. BASIS OF VERTICAL DATUM: NAVD 1988, IN U.S. FEET BENCHMARK USED: ELEVATICNS SHOWN HEREON ARE BASED ON THE CITY OF RENTON CONTROL MONUMENT NO. 612, EL. = 260.07 (U.S. FEET) NOTES: MONUMENTS LAST VISITED 6/9/98 EXCEPT AS NOTED. CONTOUR INTERVAL = 2.00 U.S. FEET. NOTE: 7 M-4 LINES L 1 THROUGH L6 8 9 ARE TRAVERSE LINES. LINES L 1 & L8 ARE CENTERLINES. ACF " M-5 �Ty J I CITY OF RENTON M-6 Nt`-. Ci � Sr MONUMENT NO. 398 ��5�pTh'oQ�'� G�2 M-3 4 �+ G� M-7 71m � L-7+ Za o >® LAIN 'm N Q AVE. °' o 2,1 ---- ��'' SET ` N.E. ai; P.K. NAILS 6TH CT. AT o N M-9 )E M-8 CONTROL 2 N m\ L-9 POINTS Z I Q cZ 70�m M-2 Z m SITE w� olo W 0 0 `n Z _N w (NOT TO SCALE) of 2 CITY OF RENTON MONUMENT NO. 612 8 9 M-1 17 16 MONUMENT LOCATION AND CENT=RLINE BEARING DETAIL SEE MONUMENT TABLE AND LINE TABLE FOR MONUME T DESIGNATORS AND LINEAR BEARINGS & DISTANCES) INSTRUMENT USED: Geodimeter 600 and/or Nikon DTM-AIOLG METHOD: Traverse Exceeding Requirements of WAC. 332-130-09 INDEXING DATA: N.W. 114, S.E. IA SEC. 8, T.23N., R.5E, W.M. Q U LL ~ o n/ t- O lw a U ^ w w (A D 2 O 0 ~ > O � � z p O ULJ 0 U w D O O w Ow af z w o Of O a J O L)u_ a a a w w w= m w Q o~a U_ < tz W3a w jZ� N � w Of 0 Qo U Ww �O W(w� NLu Lu J ^/-�/ cy— 0- wZV) �Owj QL 0 JU~� � w Q UCL L�l w 0 boo rn 00 Q > � 00 0 O Z Ofw0Lj �w:E� Z LLl O Q p w Z) Z ��w� Z Z N000 007 = N J F_0=w z d • Q 0 M--4 N L Q) C v CL 0 00 rn cV CN O 0 rn w Q a H LL Z 0 W O Y 00 ._ 00 O I N � N V) N w00 F- II V) M � U ~ (N Z Ld U Q) 00 Z mm O � ZZ am 00 N� 0 CEN. SEC. ' N. NOTE: Kroll Maps are compiled from Official Records E A 8 23 - 5 R E N TO N 319E and Field Surveys. They are produced for reference use \301 r , only and no warranty Is expressed or implied. .�.� .-� ....-. _52T.6a I 1 5j37 3� Py SNJi •- I •. I�. i • - . �. *� 1 b z;o z 5c es .S' �- 0 42 Ac • �S is .I145 8►rig._.. . ' r J a I 's0 _ o`I, a �5� 4R' - ro M o� lV m o 76': nII _ II70 ��-£I OSZAG ° b I �� ; l0 11 I D T.c. rc.t3 (A? 4 II n �II 5° /5,• T.L.I6S�TL./B3TL.l S 4 /56 Ir.(.147 T.L./04' r I w r 64. 92 ` SP 27- 76 l 0.31 AG: - TL l00 lu 1 80 A,,. TL/z( o - _ n Q - 0.56Ac.� - 27 -=11 ' ,7 V) 296.LE i 44 -- 94.n I 94 !/ 116 Q62 Ac_ L 7" /9S W ! �/IF-- - 0.62 Ac 0.43 Ac.Li o_ IIS T. c. '373 m 4J ' ?4.0 ®°0 /6 -' TL./55 d ° sA ,� r T..(.134 ` /- 0 3C i 82 LLMlTED CC F' ' 73 -- - -_^. �.. 2® / / / Q��Fs yT. L. 41 0.63 Ac 2. 6 60I I52 0 /L� s'� I r. 2 i 3��r10.3i EWER .• .•:-:' _ _:•'••.• � o3-- i be v 292.4. I / E \... I it SCRIP ••1 \ T. (. SO Tt./B0 e .:. :. n t o n �/• 5 46.48 , 40 m e r o5 ACCES UT �.L14 RO O --, 244, �\ ' UN�E c M11g�.- .�� _ -ii_ LJ UN i 80 U ITS c I: 27 q - C` 6 P 4 R K N 6 T. L. 2<) n , 1 I P0� ❑ .` 0-Q❑ e� J ti 34 9 Q 53 I �—� OJS k. 19 ---- ;r'- _" -- � 56 UNITS SUNSET, I GHTS 56.78_ _ _ .J95.5 7-9 6�5�5 I I 2 3 a c O?(1��t \pub I___ C363 AC /OI Ac- AVE_RAI� � � , L I �I i i o. .G./// t+ 3' �•,•� °FJ`Y��V _ I--L_r Q �''� /LAUREL --HEIGHTS 4 L 6 163.5� .� _ o �r/�� i � �-------- - ]� �P� L.---------------I _r.' , T[. //3 A CONDOMINIUM ll_l A CONDOMINIUM ,'' �0J5Ac{ p �� i 9 ' 3 7.7' ♦r`' �N- -29- 6o G-- - -" - - ' 6 - E342 - _ _ 4924 --- SUNSET APT. C <f O r 51 N 1 ,_ ' r� - ti N I E: ` �ENNIE WAITS Li R -E-N I,© rlr' -I--� V E1' nz _6�FC. �' 0.62TL N2 a�,.t!!e t.159 TL0146 -- 8 1.90Ac. I 31 12 't- ---- - _t-- v E. r,910THZ361 3v, �Iv1AI T[ 34 428z 3w T112vs 2so -- - - - - -- -, P LLj 0DHN L. e22305 Q rh I m eo e 040Ac82ZANATTAG 1010 t 60 38 r[.n7 �J L0 AC 2,6 6!25 �cr- Io/#2S 11 O oc� , e 0 7.1.97 is �i LIII�I 3 S N. E. 10TH A CONDOMINIUM Nik K ' TLI30 168 UNI S L J ' • � ' L /86 I 64463 o r ..� N. E. I OT H S6. 94 �,T. �\ n` ------ �J ------IL2 - - 3 -� U `63M 7s 4 +fl 63.36 /T\•. �- -ut- rr-^^r- EA 6 y,5T�A N \..,• \,.<\ 5i 7 79 vJ �l94y/ l� 9 2 J -'� ' �+ O r, _ 't o .I� E 8 7 r; 'U Z40.0 —�e L N Sb ` 6 7 g !0` I1 12 !3 i (5 16 I7 i4 19 [�95S �^� 4 -A r 59j. 94 t 268./B 63.36 1336 7S Sz 9_` W a m - - 7 , 60 U N I�f S �0 195b� v. 9 I Ili 13I 4 { 15 16' 7 18 h 31 9®3 - , «� TL.I,e S �'c', ,r. -I c'' r', `r e., I U'9.t : �G� 3091LY1 E C ON 0 A Q' 91 `'e 9TH��1� 19� -�29 ° n S37 26 �i � 235 _`; ^ 0 4 5A •� v r cn � �'� m N „7+1 ., e SG _ .� 9is O----- --- ,( , C 8 0' 5 ^� 0.90 AC " 8 z 3 4 5' 6 7 8 9 �i to I Iz� �rq`.��,j.'.�� 915 r Z 40 c ,;� D G. - i S'./t \ 3 '.OS `�a t E: 0 v r , f.J -I v,2 Zl N `J 3� r y 902 ®4r L 7 Z I S U ,N S, � TA V WI;- A' �1, 81� ! 4� z o D, R `E N T 0 N r, - 9,;1 ?GJ.43 ,_752 !st [09.94 109.95 7:1,77 r,. ,., 89.1 T.4.47 r[,l75 0. 3 3 AC 8 N q Mr N <_ 02 ® room 4A� 043 Ac !M 0.21 Pc. ,60 0.35 Ac 90 /aa9 3 E- 30 P ee 26 9 I S g! I T 24 - f v , iU] C Ill D 0 N.E. (�r� 8 ti �cn \.\ L�43_ULV�TIS `� _ 13 B� T I�,� ac a S 9TH ST t h� ® 1=1 f f A', Sc b-T. 55 t _ c I o 361 gb s.gr � \ 2 `6--�--L- °dd W a/g az z5 C7 ,z e ,1, r -�� ' , A C 4 A _ s 2 _ t 22 2FE= �7 24 w �,Lj 24 ! 3 S 3° 4 G � 53 r 1. os o �, e s --- s[z W H" 2 i- 2 16c. �9 6 .� 39, 6r ! e ' I \g 8 T H PL. 3 �4 PSI Y 1� 4 Z - 9 tj MrA Q��. Ell v -82 - - -- t_ � 3- - -�' `�' I ,}i�'.�ob�{eL� a i9_-'_t%` i'�'� `.� r ,� rajs- ib IS _ C 17 67: 2¢ m ^ +�cq Tf 6z4 5•.4'6'. I (;' 6 I!� " 6°I 6� d 19 _ y Etii I �� —i--- & 7 N 3 •' �•':. Cl _ N 1 .. �'4* .a C> 6 ' a d? 11 t6 811 _ � I 'L I i �: ❑ $ iL _o �� . � IQ 7 Q f �� Y Uj N M 5 a I 62 l6 `�� p �' E. 8 N4 -N Bum- 3 eL' n/y. _ _ 7-y _---- o S T� " 3 q 5 4, j 0 >s 12 / M T -a o �j �} ( SZ yc (� '�t& t` - 11r.-_g''-' 1 , 8�9CCI �369VJ; 5 \ 'q T H ST. 711 to s7�rr 1� o i �'1! 3 •; 4 21 i Lt' " �: v J S7i� 3 Z,f7 t1A,�8.vI ,'^, ° ^ ZI s s 7S' 5* J W 2Q X I 7f 5 Zip p ti �I _ ry S� Q, , 19 iY 2i3.6Z . r, s , •7. t14 21 S p> 6 /rJ� 1 l i �'. 36 6 �q I a+ �'-j v S� I -�' c BOA\ 2$ 6s27 ,.fd I 9 S 0 NI6�• , •.\\,\ �� N Z Kf �'• L �1 t ` (4 �` � / C o O I 0ti '2 aLLJ 5 I I s1 3Q M jY i `� K0 p k{ 3 ; y' Z W -� 9 3' AC . �� 21 i SJ! ' z p (C \ zz3 �19 y1 0�1 L '• t .;JZ L3 /40. C,mot. 1 16 f1 h 10 .I N. E. See: r 15as` I 0.62Acx 671 q r�l [� V, ;:1.r,1_ rL9/ ___ >a .c 3 ° 1 ,\b\ 15 M 96 3 i1„ 6 25. 1-, r Vg1/ 141_ f�o� 1 ''p% 9 25S -- -- SP \: '\ v° 0 'iQr- `V 3 LV 62 I: 13 -A\ . I Q13Ace L. o \ O 15 664 182 r[.!a? 9 QI,2z-,j ,. \ \ W II 1610 655 461, \ o / 20 ? - - �•.A - 0 65 � -1 - 21.8 s 213 •_J ° Lu Sz PACIFIC COAST CT. a R R G0 3 AC. Io $ N L) v I I` 14 7-Z. !70 ' •7sea tr ' 65 1 +oo l55 03 5 a 01 —�- i O. t CT1oN•••. A T T E D M' `lss sacs 1 5ao4 2 J34.Z 60 Ze 3 0 q, 5 ��; ° 16 y� �J --�. ( L Cy fir-'' '� 6 \: '\ 446 a a I'. �••i I. it ,''.1 0,67Ac �a BRONSON o 6 c� g 7'.L.>69�6 3 .al�% �'g l/ �17 ° 458 IR �•• , / V I I' .� ^i N'I Oa � P a �y� I? SF/ (L P•i c- 9lj�Ot'UoS ISf 9L� ! 1 M I 1" S/329 �J 4,07 At:. 6 I l o IO 10 -- (J. �' a� s3a Uh r3 0 51 o s% 3 s 3 " i. p � y 60 9s9 0 j 30 5 7 3 U/ , \ax23 shs <4 e . cc I2 I //�• '� ,6- '�� ,;. 4 ,,,—�-37 y\� 17�J 69 J ^ O 60 2b(V p S %�6xef - - N e' V� o Z 7[ o T /' /•.'/L�)�/CCl.:/%�✓e. S \�s.1 �� _ J So p 25S4Si /�/h� .\ %.J_t�t "50P Bas Zalll. '°1'303L_b ' ` 1 - 03 22 ` � - ,, 2i zo 19 N I I� IL sa ,3 la �i •I 1 .f Il h 151E I 16 �. � ®~' s 15 � NA j> I ►I�`�� JIIIJI / `�/ 8 ��' 9 23 ' ' _ _ 22 10 a j ti 'PEAT j,''. 4 \P El a s ,0 - raj ' z / /4 c� \AAA��` U� �' 20 s �3 a6'° P y 5 %0aii 64 kl 5.19 Ac — `� �� / '?7z• 12�I %� i9. .r �1 a5 I r ^ / ti'120 / 7-[ 24 ISiy /T� 0\ o,l ---- - ------ ---- o ,. 4 "4-C A T E G �, � / l /. ,� IS ,� - 1 t �oWindtor IOc II 12 13 is 15 q ! . IS / Q •/ O ' (L sss N ? — �� •,' g 9e e � 4s.92 N y Reel �Y 0 II S L1 ,,A i=a TEP 0 12 ''•: i �0 37 ,. (L� �0' :S<d ` 1..3 ;74.B �r (f :\ RRFC7 e5ti -- -- - - - - - 1 �� 6� I �� 133r34 35� :� .blzL /54 ,o.. 9oy$,, - 4Tk '?9,------------- //' O� s y �l seRvlcE L l ( erg, be 0 ��* 5 s �.� �- " O.BS AC. 7s Pa rk l ^o) `��o, J'�'y �Q ,� P !�/0 25rAr,oN �I i A a tr Y 6`0 y5 �A' s — _ — • — UNPLATTEp - 3'`� `�/.•� L--�-A - uwT -/ter/�— _r.[.B LI �.�a. 20-�ZT`Y'o _ �3�; a o zo zs9, 7 /6 `dO V %% i T/ V fr. �• 5 Via` 7 �[ / h / mom. - ^ �• ��1 7? �s�Ts 3 328E o �� '�� 350.Q9 � �V� - • LEGEND PLEASE NOTE: Kroll Atlas Pages are -irate li i least once i year with regard of plats, ATLAS O F S E A TT L E short plats, condominiums, and corporate limits. Addressing and structural information Is ,• ® updated less frequently, This map iscopyrigh ad in both form and content. Reproduction J COPYRIGHTED 3 PUBLISHED BY ' in whole or in part, or transferring into digital lorm, is prohibited by law. !7 County Tax Lot No �� P,1HouseaNumber - - - Cl H �� ,� KROLL MAP COMPANY, INC., SEATTLE -J Pnva'e Road Copyright 1997, Kroll Map Company. Inc. - Seattle, Washington. All rights reserved J BuII ng SCALE 1 INCH 200 FEET • 527 4:96 I i .. { 3,137 •g SyJ• b 7150 7Z S� ES / 0 0`I r ` 0 7 r r V._ 0_ % 1 1 1 � kj I ` Z44- IA " I of I 76:;f tom, v� � 4 �"_'� III i� ! 1 7 ( Il s: : » .� l :.C7 e� Z N• S C. 165d_' N. 81"H ST. IJ \ Z1 176 eo } P I VAC. Z Q AST R CO tL Ct -F7 O N 1 � U T. L, 188 I 25s70 _ ¢, I I � � I Z O -- I I-- , I Z I tt � Q I PACIFIC COAST R R (10. Q V U i>} 7 L /70 U � a Q a 2'9 0.67 Ac. T.[./B9 4.07 Ac. 7Z.23 I II _J L_ I J /,c 6,19 Ac. T1.Z4 -A-CA7EC 10 11 a 13 A IS Q 18,' 34r35 i 3 /�T L, /6 P I SER STA) 4 B •.•/� •a lTL.87L LEGEND County Tax Lot No 7O Hor,se Number ' Building C7 Fr•:d,e load RENTON 319E /as 60 1 'L.I04 i 180 Ac. 6 Ac. h .� � _ IU T L. !33 CO T. 1. 134 j 1.42 0.63 Ac T of I- e, ft SUNSET APT. c ^ � O r I $1 I. -- NES N `-f N^- JENNIE OMAITS LU r .64Ac. 0.62 c. 1./s9 r , '? `'� ' 'z XL.56 TL112 E7 1,/e g �o r 131 1 2 1.90 Ac. :4 N . �9 1 OT H W �, Linr.L.12S 439.5 4z8z 6 h 0.44 Ay J 0 H N L. =h o R z�al o H I 2sO 1oi1ZD ZANATTA° h h ;oo 0 .o H 0.4p AG. o I- ! r O 1010 ,1 ��• �0 I '" T.1.73 250 t� , M _ by 1020 v E 43 4 2305 h [ �', I'�I ^hI , , �j' --F•t�6111,110T111w / 1 38 z /1 T.L_107 I.10Ac 6/25I 1 m 16 0 rL.97 _� s [fl l l S N.E. 10T H PL.,z Q 1 K Q 26J.43 '� 77C ' 7A-- 3 oS iTL.130 1 752 1 /sl 109.94 /09.95 T.L.77 1L,,89.1 rJ T1,175 !-6 •t 102 N 4Ao 0.43 Ac l00 8 0.33 AG. 3 � o �n-,9 e5 Ac 90 3 A. 30 T L.186qc� I o N.E• 1OTH A. ST. b o ,.. 63.36 6336 7S -r-----' � y 7A b � r o Is 5 y o h ' _ (� c 18 h VA« 962 H r h b!15 N ISC.7-''��R N ^ •�. ^ I^ APT.lin � 6 7 9 10 I I 12 3 16 ` 17 14 19 955 4 •s 26.18 3'36 •• 1336 1 7S 7�` W -, S!.5 I U llrS ¢0 9 07 L e 9 lid ` 1 4 15 ►6 �l 18 31 9®3 Tf.In 3 6 o m ! T.C./., V 5 �� > 1 S_�57 40 e7 1�%` � 30� h 2' 9TH :�s v 236 57 0 4 5a11 O - --__ _ _--_ --_- J • 1 . ©5 W v e-71 ,1 I 0.90 AC g Z1 3'i 4 r 5 `� 6 7, 8 9 �i 10 ►z�r r b2 915 !'./ !°a •.O: • , f: a s 902 -'-^ r. L 7 Z I I f Sa 13 C - 6 • 9 1 �1 1 _ z 8z j 2i \ 21 , [0 J9 18 Il h 16 r. 15 133 v 26 i W; , u.4z AI v , h c 2123 r s 9`-- -N tiF �_J ° pQQ�a-oar 24� 1 ` v h r rtl II C I `I N �\ M ~ ,c � to r J 9�, it \� SL ,t L ~ 1J N v (4 s � N. E. �5777"' 2B T s 9TH ST 13 e/� r �L'�'6 st c . \� C :V• /� L .", b ® ,v I LJ�o •" SC r� 6 I_10 Ii I 131I4 f510ld° 1>1 V2 69 _-�- - Ps 26 99s 6C .5•24 r.. )2 21 8 �3"I\ 8 f 21 I 7 Ci. LL1 �� I8 I 3 6�3- j9. r 10 g j 1�v? qg 8 T H PL. v 3: �a [+s� '� a N Q C11, i Cam, Q I 9 z3 '�4�Qc'� 6L3- ;. 24 d 19 Ftiy I+ Z 77I' 4 ,Tr 6z4 '%6� b'3 1 21 ~6 6 6 6 IS I V1F•, 71 n, �' .elrv�I o I Ij II 410 $1`5r Uj r, i 50 6 ,a 6 7I - W :. N E 8T 6 � N� 2 3 O �' H 9 Cc - ro Sr _a 0 g 03 0 .� ,Q 5 0 ' '' b LU ,0 Ni' ' sz �G 0 , 13•.. 8i9 9J.�� y (- 4 LQl Q ' 1o7'�I e �T "lot3jj 1� z 110 Oi i U Isl l 4 ,S 1 `- 2z - 7 21 677A or g .e N r I ', 5 'L 1 1J 20 1Z 71 2 3 5 21nI ' ° 1 ry Q SC 123.E < s s7 01 .� �1'v ((ate� s b J •py / Q ' e h 1 l I h 2 5 s4, I 6 .7T �-1 '9�J 0 36 65 -^ \QT1\ 28 �s21 s`T- nc zJ '1+7o NI6 ; I o c �� 00. 26 < J 1 v t ,I7I04 09 A _ o /Az.:• 2$ 2 a .r � .�• fir/ c 7 ` 1 72'1 ,1 7, is L^' �Z =• 1 n s / I 6 ry •v ` �T a I 2 A Li ivy \ \ 3,�sr ` .• -s 9dS 12 �13 14 15 , If� � � �� J �y=•L� .L�>��` 5 19 I 2.36 AC. \ 2t� 3 >- z ti lLl 19 1. � { •M-1 N` .;37 L.i ,40. 1 &'A�'rT , N. E. } s �S Q 0.62Acc 10 67 `e ee. 15, e3 I I (P \JJ/.CJ iL.9/ SoV •0 1O 3 ,, 6� 25�\n\_, 15 14 0 Ld 0 1, 62 12 ° r 11 8 6®3 > cs I1 \ Q - ^2.r�.v �l I n d 6, I 1 I\ OrcA� r 1 I 22 ^� a R�10 v se.E Nib I le 0.15k.e 655 G 3 El\ •�\ `e /�20 ?� ��:? `O% e- 182 ri 144/405Z Ill ( (}� ��s�713 ;I) ID N. E. �.•250.\, I � =��. � 21 B � 05 Q ° o � 6 � � \� � � 1 �', IT s_{'Col^"Jet �F of:.sz_ �� ' 7 ti �5 j 60i W 2� 1 CT. o u s \" _ 9j 350 `:.� :.� z T' ! v, "�'/+ �� 2 j 1.-72 AG. �' 10 3 g (�� o Iw �' ••.11 i.:.t ; 1il � 10/ � � !w ��0. N 1 f, F � lD�9 I) / 12 50 '.I'.'• I 19 D 2 ro 7 s. 1� �u 6 3 I%..I;.�.:1 I.11 � � .�z� I .i 4 5 � �.o � 14 ' J36, � 1 65 100 65 93 5 B c0' CTION..•OLAT` U N P L A T T E D h' \b0 4Z 60 1 n 100 100 4 ` 5 ^ 6�� '�, 16 � ,60�• � e 2 � � a5 ' �•• }� . \ ,g so „ „ ti S � 5> ' it � 50 50 416 t• � BRONSON / ••LL�•I N E° 9j� pcµt V �1n I� SF/ a �U� OS .^_:r .I /l5 e ~ �� 2 8'• e� ,?s � ? i 1 331� � Z• / . C, z I 2.9 �:� 60 I J?R, _ ,J�i�' j 10 s \ b a �1 p v SJc� Ui 29 52 I o 57IU12 3 ti s d-"•. h Q- •°,S,/%t e,gp it 21Jrr�v IP •Po��0J�1 '\ems! 1Bai\ 6 �s' (�'9 y� "0�2C9 •`'� � O 14 13 ► 13 J10, 2 6 / 5 66 4 -.:!Ja3o b II 31 ..�\\jrf7',� . Cc�o,%�S V'1 °' 24 M 60r<' `_: J _ O� 0 2c� �.G • R¢E4T101 ° r,• `lam \ � �, ' . _ , 6, ps. ,• �� ",- i FC,r%� IS ti� �!N Q . ?po .• vH </�` I I 4� 19 .� 0�1/ �i ,�. 9544 ° IQ _ ``\` " h G�O \ /.. i .A\ 12�� 5 ir�.,�7r O� 17 ./' •gyp �o I'i��t �- tiv Or /ZO s � 13 10 'y 18 / s' 16d 2' � � ` 4 � � i5 6D v� o I � r i , • � �� V2��Wirndsor\ OFR F v�i p 8 5 ;es.92 Y � I Q o r� ,�. �,J t LfQRR c 3Zr �Q- a � _ - ��s ' -s' lza.eos f 1 I-� 1 S 1 1. - J -�•',��lf 1i Elf11Q ��5 - \ 1 N$ - T I . 66 s � N, sT°s's Park /� 5 UNPLATTED 1 8 20/',,°�o "'"iP3 •�..- �, 3 \ °s _ _ - - - 'zo r1 2 _ ? �. -_ . ?9469 y , 11 s, o a ;� / 5575 328E ram% PLEASE NOTE Kroll Atlas Pages are evised at least once myear with regard plate, ATLAS o �: S E A TT L E short plats, condo minius, end corp rate lints. Addressing and structural infof ormation is updated less frequently. This map is fo,yr',gh- ad in both form and contont. Reproduction COPYRIGHTED 3 PUBLISHED BY in whole or in part, or transferring inth d:gitel form, is prohibited by law. y.11na Copyright 1997, Kroll Map Compan- Se ittle, Washington. All rights reserved. , - I � KROLL MAP COMPANY, INC., SEATTLE SCALE 1 INCH 200 FEET