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HomeMy WebLinkAboutLarge Format33, a9 KING COUNTY DEPT OF ASSESSMENTS c% CITY OF RENTON ARNOLD PARK •9ZO. 6 7 I330.25 r c J- - ..'? IS FOR TKE PUP.r,: - -. :.STI- NG IN LOCATING YG;:; ::RTY AND IS NOT GUAVA,',!' .1,V ACCURATE a 110 Alp `• 3.5 -400 SE l7— 23-- 5 NAy-56-36W ENTIRE MAP CITY OF RENTON K.C. 76 NE 20 Q� 23.5 3-8-99 SCALE: 1" = /04' T R "A (44L OPEN SRA-:E, V h r2Ar '� �Aa-'-�'"3eF moo, �� �oS.41 N� ,1� 2.46 6 Sb%' d C tl tl , ,� 1 bt'3 ant Cp�j ti Its 6cR Wh z9a ° js 1s „ 3s40 cS Oe z.il tei, i ;a .c �3' vc+1 6�yti�7hh • to D � # � y� w � � �o P •;� o 17 0- � L�J4a L , ♦ ,i! . t N 000� xt e9•u6 +� �tia ."' ��'� w $yak N i9 N 9p �,�� NO3/;4 54 pG 3 c ;2 2" 21 ,,J o •� 0 Ap�ZO ��iY �0�`� �.►� ,1:. '� qr Of�'�i��l7.Jst.. tau S, 6- O1� h � VLtl; pL� 0 M 7 . o •�1� !!G• wo Jr4 n q ! N r� 4S V'H' 17.LL jO N v o coMatfllJ PaOP .sue ca >r �7 4° as Jyo.61 Od E ' — �•.�. S c., , _ Oa N 7 I2 3„� �9 N N v i R. E) (�iSQ4 AcE Oka n . y C•� w - ,. tis o �o• N a s 6�p9 as a ,Aa�pNOp ti .5 QGyp ' °T ��+° s �� r t�� 8 C6 GD o �, 0 1 co .10 _o lip t Lu V c cV rS.P. 6rL-ow . D 89-f3 6-- �-- 04 OU - .S.P. a L. CO. R �CO. o _ L• �o S. PA. MAPLE VALLEY E Y ^ SUBSTATION b of • �� � � .�- . o c% N� ! 0 f �A^ 00 'ir / ro ' � \ �► ' fi g 39 OQ p�• � l �, �� C OF 5 TRAN. LINE ESMT N89•-O-54E b ! — 1332.56 — t332.Sfi � •-.r�.22I2 r S 89-/Os✓ ' ./VOTE-',' %, TF1/S 1►7�4P .E3AS�"O o,v ,f . C, .T. s, 7�BfB/ St 20— 23 r 5 O 2• F/i°.� L/.vim .SNowiv .vs � .� w.47�.� ��'PT. ♦� /!A� i1/'D. .�3 0 C7 Z o ram, 4� i f- a: LL LLJ W o� W wU cc w 0 - o? S� p, 0 U Q U) U C a o' dOL ru g W a J a CU p w� L o ~wNy _ C .:3 m W j C O a �\ -F Z) = I — a �a Q 0 �i 2 0 K 0 X x o Z zz io 0 vU-i 3 I w �a w 0 CONSTRUCTION 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG CLEARING LIMITS AS SHOWN ON SHEET T1 3. CLEAR AND ROUGH GRADE SITE AND AMEND ESC FACILITIES AS NEEDED. 4. INSTALL UTILITIES PER APPROVED PLANS. 5. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW/EX. CATCH BASINS AS SHOWN. 6. COMPLETE FINAL GRADING AND PAVING. AMEND CATCH BASIN PROTECTION. 7. CLEAN NEW STORM DRAINAGE SYSTEM. 8. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION zo ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A 0 REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1 190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION ALL MONUMENTS DISPLACED REMO VED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE z RESPONSIBILITY OF THE CONTRACTOR. A PORTION OF THE.: NW 1/4, NE. 1i'4, SEC. 20, T. 23 N. R. 5 E., W-M- UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. By: By: By: By: ♦• Iw w, ��- -• Date: _ Date: SHEET INDEX: 1 OF 1 COVER SHEET K 1 ur I I . .+.-+nv T C' IT t PLAN nOnicvfv £ru �Ct., P.O,. �4t. R2 OF 11 ROAD AND DRAINAGE PLAN R3 OF 11 ROAD AND DRAINAGE PROFILE R4 OF 11 ROAD AND DRAINAGE PROFILE R5 OF 11 TRACT A DRAINAGE POND R6 OF 11 TRACT A DRAINAGE DETAILS R7 OF 11 ROAD AND DRAINAGE DETAILS R8 OF 11 ROAD AND DRAINAGE DETAILS R9 OF 11 STREET LIGHT PLAN R10 OF 11 STREET LIGHTING DETAILS R11 OF 11 STREET LIGHTING DETAILS T1 OF 2 GRADING AND EROSION CONTROL PLAN T2 OF 2 EROSION CONTROL DETAILS W1 OF 4 WATER PLAN W2 OF 4 WATER PROFILES W3 OF 4 WATER PROFILES W4 OF 4 WATER DETAILS S1 OF 4 SEWER PLAN S2 OF 4 SANITARY SEWER PROFILES S3 OF 4 SANITARY SEWER PROFILES S4 OF 4 SANITARY SEWER DETAILS LEGEND: EXISTING: UTILITY LEGEND: PTU POWER & TELEPHONE POLE W/ UNDERGROUND PTL POWER & TELEPHONE POLE W/ STREET LIGHT UTP UTILITY POLE W/ CELL ANTENNA GA GUY ANCHOR PM POWER METER SL STREET LIGHT SLV STREET LIGHT VAULT FH FIRE HYDRANT WM WATER METER WV WATER VALVE BO WATER BLOW -OFF WAV WATER AIR VALVE SWD SEATTLE WATER DEPT. ELECTRIC PANEL GV GAS VALVE GS GAS STUB TR TELEPHONE RISER CAN CABLE T.V. RISER TREE LEGEND F FIR C CEDAR H HEMLOCK P PINE M MADRONA B BIRCH CONIFER AS NOTED Q 6"-12" MIXED DECIDUOUS INDIVIDUAL TREE OR CLUSTER 12°-24" MIXED DtCiDJGVa INDIVIDUAL TREE OR CLUSTER 24" & LARGER MIXED DECIDUOUS INDIVIDUAL TREE OR CLUSTER ( j� �S �F Ct f i �..,,,1 �3+,� `�•ef' 3 S^ I ? :, ?� '�i � � �{ izY Vii { f VICINITY MAP N.T.S. SYMBOLS LEGEND: -o- POWER POLE E -- GUY ANCHOR ¢-- STREET LIGHT ® STREET LIGHT VAULT n POWER METER o TELEPHONE RISER FIRE HYDRANT D4 WATER VALVE ® WATER METER IL CABLE T.V. RISER WATER BLOW —OFF WATER AIR VALVE ® SEATTLE WATER D.=PT. ELECTRICAL PANEL. © POWER VAULT ® WATER MANHOLE Q TELEPHONE MANHOLE I� GAS VALVE O GAS STUB wPM WATER PAINT MARA PPM POWER PAINT MAPK GPM GAS PAINT MARK TPM TELEPHONE PAINTOARK DEVELOPER: �. ARM HERITAGE ARNOLD ASSOCIATES L.L.C. ST 2100 124TH AVE. NE, SUITE 112 BELF� ��� CONTACT: E, BILL SHERMAN (425) 602-3700 _ Date /ONA L E� — Date EXPIRES 2 5 02 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72nd AVENUE SOUTH KENT, WA. 98032 (425) 251-6222 PROPOSED STORM DRAINAGE PROPOSED SEWER PROPOSED WATER PROPOSED ROCKERY TOP OF WALL BOTTOM OF WALL GROUND SURFACE PROPOSED SPOT ELEVATIONS PROPOSED CONTOURS PROPOSED ASPHALT PROPOSED CONCRETE TW BW 23.2 ------100------ d a a Q CITY OF RENTON [_>E=PARTME=_NT OF PUBLIC WORKS COVER SHEET HERITAGE RENTON HILL PLAT DESIGNED BHE DATE 11/30/01 FILE DRAWN BHE _ CHECKED RJA SCALE 1 "=100' FIEL APPROVED DIRECTOR OF PUBLIC WORKS SHE n Now �I Lo N a d 0 N O 0 N a Ck, O z m O (� NO. D BOOK PAGE_ ET___1_ OF1__ m I. HERITAGE RENTON HILL BEING A PORTION OF THE NW1/4 OF THE NE1/4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE CITY OF RENTON, KING COUNTY, WASHINGTON RENTON CONTROL PT. 1410 RENTON CONTROL PT. FOUND MONUMENT IN CASE 1 4 CORNER SE 20 1/4' BRASS PIN SET N CONCRETE FOUND 2 BRASS DGK WITH 0.10 NORTH OF SECTION LINE (1/02) N MONUMENT CASE (1/02) \\ 16 17 _ SW59'36'E 2661.91'(c) —S,_7TH-STREET= 19 20 1027.15' (M) ��� CORNER SECTION 20S01'45'37'W (CALCULATED POSITION) S01'5151'12'W 33.13'(ROS) ROAD & UTTLJTY EASEMENT / WC. NO. 9 106 1906&3 FOUND P1 MONUMENT 2' BRASS DISK N MONUMENT CASE i 0; TACK SHEET 1 OF 4 LUA-02-085-FP LND-10-0354 MERIDIAN / - - - • , FOUND REBAR w CAP ON LINE 1 02 �" FOUND REB4R w CAP FE FOUND REBAR NO CAP ON 1 1/02 er -j -ON LNE (1/02) \. I\IVLI I\IV\7L ? S89'56'36-E 929.64 I N89'56'371N 929 64'(ROS 6 \ N8956'361M 2659.62' (c) 17 16 a� 32 FOUND RON W/GIP 1129.98' (C) 20 s 21 TRACT A 38 37 36 35 34 33 31 SET N BASF OF TREE 0.18' WEST OF PROPERTY NORTHEAST CORNER SECTION 20 S.E. 8TH PLACE CORNER (1/02) (CALCULATED POSITION) 11f IPI A TTrr\ D M 39140 41142143 44 45 30 UII I I LV 29 PLAT NOTES 1. THE ARTICLES OF INCORPORATION FOR THE HERI"AGE RENTON HILL HOMEOWNERS' ASSOCIATION IS ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. 2. TRACT "A" IS A DRAINAGE FACILITY TRACT AND IS HEREBY CONVEYED TO T-IE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 1, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. 3. TRACT 'B' IS A RECREATION SPACE TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 1, ABOVE, FCR OWNERSHIP AND MAINTENANCE PURPOSES. TRACT "B" IS NOT CONSIDERED A LOT OR BUILDING SITE FOR THE PURPOSE OF RESIDENTIAL DWELLING CCNSTRUCTION. 4. TRACT "C" IS A PRIVATE STREET FOR THE BENEFIT OF LOTS 13, 14 AND 15 AND AN EMER3iNCY ACCESS TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 1, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. 'N ADDITION, A UTILITY EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON OVER THE ENTIRE TRACT "C". 5. TRACT "D" IS A LANDSCAPE TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS' ASSCCIATiON IDENTIFIED IN NOTE 1, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. 6. ALL WATERLINE EASEMENTS (WILE) AND SANITARY SEWER EASEMENTS (SSE) ARE HEREBY COM,'EYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDMSION AND OTHER PROPERTY WITH WALE.' SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", ON SHEET 2 OF 4. 7. ALL UTILITY EASEMENTS (UE) ARE HEREBY RESERVED EQJALLY TO ALL UTILITIES, BOTH PUBLIC AND PRIVATE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. 8. ALL PRIVATE STORM DRAINAGE EASEMENTS (PSDE) APE HEREBY CONVEYED EQUALLY TO THE LOT OWNERS WHO WOULD BENEFIT FROM THE EASEMENT FOR OWNERSHIP AND MAINTENANCE PURPOSES. 9. ALL PUBLIC STORM DRAINAGE EASEMENTS (SIDE) ARE HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION IDENTIFIED IN NOTE 1, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES. A'_SO SEE DRAINAGE FACILITi:S NOTE, ON SHEET 2OF4. 10. ALL DRIVEWAY EASEMENTS (DWE) ARE HEREBY CONVEYED EQUALLY TO THE LOT OWNERS WHO WOULD BENEFIT FROM THE EASEMENT FOR OWNERSHIP AND MAINTENANCE PURPOSES. 11. THE LANDSCAPE AND MONUMENT EASEMENT (LME) SHOWN ON SHEET 3 IS HEREBY CONVEYED TO RIVER RIDGE HOMEOWNERS' ASSOCIATION FOR PURPOSES OF INSTALLING AND MAINTAINING ENTRY MONUMENT SIG ,AGE, LANDSCAPING AND IRRIGATION FOR THE RIVER RIDGE PLAT. 12. THE ACCESS EASEMENT (AE) SHOWN ON SHEET 4 IS HEREBY CONVEYED TO THE OWNER OF TAX LOT NUMBER 202305-9058 FOR INGRESS AND EGRESS. 13. A SUBD,VIS1ON GUARANTEE PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, THEIR CRI ER NO. P859229-1 AND DATED OCTOBER 29, 2001, AND ALL SUPPLEMENTS THEREOF WERE RELIED UPON FOR RECORD ITEMS AFFECTING THIS SUBDIVISION. ACCORDING TO THESE DOCUMENTS, THE FOLLOWING ITEMS AFFECT THIS SITE: A. AN EASEMENT INCLUDING THE TERMS AND PROVISIONS CONTAINED THEREIN GRANTED TO RENTON SCHOOL DISTRICT AS RECORDED UNDER RECORDING NO. 9108190683. RECORDING CERTIFICATE FILED F R RECORD AT THE REQUEST OF THE CITY OF RENTON THIS DAY OF Q 4?,c- , 2001 AT q S MINUTES PAS K M. IN VOLUMEJJ OF PLATS AT PAGES 34 - 3 ? , RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS j 01i If I Lt-, MANAGER SUPERINTEND _&_RECdRDS LAND SURVEYOR'S CERTIFICATE 3 I HEREBY CERTIFY THAT THIS PLAT OF HERITAGE RENTON HILL IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M,, THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS STAKED CORRECTLY ON THE GROUND AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. F. MICFVA ROTES, PLS NO. 60582 Arm I w _ °' 28 50 49 48 ` 47 46 27 °2 - co 5 S.E.-8TH-STREET-9 Aic 26s 6 7 a 9 10 11 25 � ����' aA 15 14113 12 23 22 _c5 J - 16 21 C 20 -` c L� - ���� \ \ I Iu < <�, FOUIw R"-dM w' C �� 5 •?�11EAD GILM N' FOUND REBkR W CAP 51 \F� \_J 'MEAD GILYM* \\� 7' N mPGxA�s�11 IV o f E S 0 100 200 400 SCALE: 1' = 200' LEGEND SECTION CORNER (CALCULATED POSITION) ►o+ FOUND QUARTER CORNER AS NOTED 9 FOUND MONUMENT AS NOTED (C) DIMENSION CALCULATED FOR THIS SURVEY (M) DIMENSION MEASURED FOR THIS SURVEY (ROS) DIMENSION CITED ON RECORD OF SURVEY BY MEAD GILMAN AND ASSOCIATES, REC. NO. 200003309DD003 JOB NO, 7797 Barghausen Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fcx: (425) 251-8782 PORT . NWU4 OF NE1/41 SEC. 20, T2305E, W.M. SHEET 1 OF 4 rp o-c-,- -c)gS-- HERITAGE RENTON HILL S SHEET 2 OF 4 LUA-02-085-FP LND-10-0354 BEING A PORTION OF THE N 11/4 ft.OF THE NE1/4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SUBDIVISION, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'56'36" EAST ALONG THE NORTHERLY LIMITS OF SAID SUBDIVISION A DISTANCE OF 929.6t FEET TO THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01'43'45" WEST ALONG THE EASTERLY LIMITS OF SAID SUBDIVISION A DISTANCE OF 813.51 FEET; THENCE SOUTH 71'06'04" WEST A DISTANCE OF 109.56 FEET TO A POINT ON THE NORTHEASTERLY MARG-N OF THE CITY OF SEATTLE'S CEDAR RIVER PIPELINE RIGHT OF WAY; THENCE NORTH 44'19'40" WEST ALONG SAID NORTHEASTERLY MARGIN A DISTANCE OF 1,148.18 FEET TO A POINT ON THE WESTERLY LIMITS OF SAID SUBDIVISION; THENCE NORTH 01*45*37" EAST ALONG SAID WESTERLY LIMITS A DISTANCE OF 33.20 FEET TO THE TRUE POINT OF BEGINNING, IN KING COUNTY, WASHINGTON. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HERE- BY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDI- CATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED, IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: - 4. fj / ^ 1 e%I r) HERITAGE ARNOLD ASSOCIATES LLC44, A WASHINGTON LIMITED LIABILITY CO BY: /a/w/02 ACKNOWLEDGMENTS STATE OF WASHINGTON SS. COUNTY OF KING M BANNER WK BY: Da'G U IAS TTS: 5R , V tc-t- P�sA OE NT I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THATC141-44i fhW+t4IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT O)HE SIGNED THIS INSTRUMENT, ON OATH STATED (SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE M /'!+j c&w_ OF HERITAGE ARNOLD ASSOCIATES LLC. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED T ISDAY OFGt12002. b _-A&�. NOTAW TrUBL7,N AND FOR THE STATE OF WASHINGTON RESIDING AT PRINTED NAME A60 I �fi3�'sT COMMISSION EXPIRES "&s 2 0.7 f STATE OF WASHINGTON SS. COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT 0`t4 THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THESft ►It.{ Pis OF BANNER BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTK)NED IN THE INSTRUMENT. DATED YjIISZ:?_DAY OFO v A,2002. 0 NOTAWY-PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT Au t4 ✓�- PRINTED NAME �,f <40 I? 14fC,1A,1'S4d- COMNIISSION EXPIRES v SURVEYOR'S NOTES `a 'off "�G"•' fi NOTAIpy emu'.►: PUBLIC 0��� 1►E ���ii N0TAI�yt %(n' P UBIIC 2+ 22, f?f'1PN�� 111 5 1. A FIELD TRAVERSE USING A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS CONDUCTED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIP BETWEEN THE MONUMENTS AND PROPERTY LINES AS SHOWN HEREON. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WASH- INGTON ADMINISTRATIVE CODE CHAPTER 332-130-090. 2. EXCEPT WHERE NOTED, ALL BACK LOT AND TRACT CORNERS WILL BE STAKED WITH A 1/2-INCH BY 24-INCH REBAR WITH PLASTIC CAP MARKED 'BCE 30582' AS PLAT CONSTRUCTION IS COMPLETED. LOT AND TRACT CORNERS ABUTTING STREETS WERE NOT SET. THE STREETWARD PROJECTION OF THE LOT AND/OR TRACT LINES WILL BE REFERENCED BY A 'P-K" BRAND MASONRY NAIL SET AT THE BACK OF THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 3, BASIS OF BEARING: NAD 83, CITY OF RENTON EASEMENTS AND RESERVATIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE COMPANY AND THE CITY OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS, TRACTS AND PARCELS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNE)ERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, WATER, SEWER AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CON[)UfT ATTACHED TO A BUILDING. CITY OF RENTON APPROVALS CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVE�THIS 10r DAY OF 2002. X. SEAL w CITY OF RENTON E ED AND APPRO THIS DAY OF N�CgfhW 2002. T - f— rITY OR, CITY OF RENTON CITY"CLERK OF RENTON FINANCE DIRECTOR I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USE ARE PAID IN FULL EXA D AND APPROVED THIS 1Z DAY OF 2002. . c�4.: FINANCE DIRECTOR KING COUNTY APPROVALS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS 12A DAY OF Ucce tr , 2002. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR"+ ACCOUNT NUMBER 2-0 2 3 O S -- 9 I FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE g0 . DTLINQI�EIJfi SPE AL /{S��y MENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENT CERTIFIED TOJTHIS•`.'A E FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS �TREETS, *LLEYS 0EF F094 OTHER PUBLIC USE, ARE PAID IN FULL. t . THIS I DAY OF DRr2002. `•."'��rob"" °°6 FINANCE DIVISION Ga ev y 1 1 U I v►�tS MANAGER, FINANCE DIVISION D PUTY RESTRICTIONS NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE IN THE DISTRICT IN WHICH IT IS LOCATED. CERTIFICATION SUBJECT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDIED UNDER KINO CCUNTY RECORDING NO. 0� - g. DECLARATION OF COV"EW THE OWNERS OF THE LAND EMBRACED WITHIN THIS PLAT, IN CONSIDERATION OF THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING THIS PLAT HEREBY CONVEY THE BENEFITS AND BURDENS OF THE EASEMENTS SET FORTH ON THIS PLAT TO ANY AND ALL FUTURE OWNERS OF THE LOTS. DRAINAGE FACILITIES DRAINAGE FACILITIES SHOWN ON THE PLAT SHALL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION CREATED FOR THIS PLAT. THE HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW. AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. SPECIAL VEGETATIVE BUFFER NOTE THE FIFTEEN FOOT VEGETATIVE BUFFER ALONG THE NORTH SIDE OF LOTS 33 THROUGH 38 SHALL BE MAINTAINED SEPARATELY BY EACH HOMEOWNER. THE BUFFER SHALL BE VEGETATED WITH SHRUBS AND NATIVE TREES. THE HOMEOWNER CANNOT REMOVE ANY TREE UNLESS RECOMMENDED BY AN ARBORIST. THE HOMEOWNER CAN ADD A NATIVE TREE WITHOUT APPROVAL OR CONSENT. THE HOMEOWNER CAN ADD OR REMOVE ANY GROUNDCOVER OF THEIR CHOICE WITHOUT ANY APPROVAL OR CONSENT. PRIVATE DRAINAGE EASEMENT THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIVATE EASEMENTS SHOWN ON THE PLAT SHALL BE OWNED, OPERATED, AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION CREATED FOR THIS PLAT. THE HOMEOWNERS' ASSOCIATION SHALL BE ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACIL- ITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST. COAL MINE HAZARD AREA THE LOTS CREATED HEREIN FALL WITHIN A COAL MINE HAZARD AREA AS IDENTIFIED BY THE GEOTECHNICAL ENGIN- EERING FIRM OF HART CROWSER, IN THEIR REPORT ENTITLED 'ABANDONED MINE ASSESSMENT" DATED AUGUST 23, 1999. PRESENCE OF SUCH A HAZARD MAY TRIGGER MITIGATION MEASURES AT THE TIME OF CONSTRUCTION. rV`1CR0FILMFf.J# JOB NO. 7797 Barghausen Consulting Engineers.Inc. Civil Engineering, land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA 98032 Telephone: (425). 251-6222 Fax: (425) 251-8782 PORT. NW1/4 OF NEW SEC. 20 T2305E WY SHEET 2 OF 4 J rc Ca-CjKs HERITAGE RENTON HILL SHEET 3 OF 4 LUA-02-085-FP LND-10-0354 BEING A PORTION OF' THE NW1/4 OF THE NE1/4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON Cff S. 7TH STREET UNE TABLE UNE LOT NO. LENGTH BEARING L1 CL ROAD 38.01' S00'03'23"W L2 CL ROAD 27.56' S0903'23 W L3 CL ROAD 10.45' 1 S00'03'231N CURVE TABLE CURVE LOT NO. LENGTH RADIUS DELTA TANGENT C1 TRACT A 49.51' 25.00' 11327'34' 38.10' C2 TRACT A 45.38' 57.00' 45'36'57" 23.97' C3 TRACT D 85.19' 106.98' 4537'26" 45.00' C4 LOT 1 38.59' 25.00' 1 8826'43" 24.33' C5 LOT 1 12.71' 76.00' 9'34'59" 6.37' C6 LOT 2 36.52' 76.00' 2T32'09' 18.62' C7 LOT 4 1.06' 1 171.00' 0'21'21' 0.53' C8 LOT 5 60.53' 171.00' 20' 16'47" 30.58' C9 LOT 6 48.96' 171.00' 16'24' 19" 24.65' C10 TRACT A 11.27' 125.00' 5'09'56' 5.64' 1\ I V L 1\ 1\ U � 7 C I < v, p , T 86g .`�3.� 57 N m�GHAU��2 Ws =E G�"A'G ENGMtt SCALE: 1' = 50' LEGEND -c+ FOUND QUARTER CORNER (SEE SHEET 1 FOR DESCRIPTION) FOUND MONUMENT (SEE SHEET 1 FOR DESCRIPTION) • KING COUNTY STANDARD ROAD MONUMENT TO BE SET AS CONSTRUCTION IS COMPLETED WLE PUBLIC WATERLINE EASEMENT (SEE PLAT NOTE 6, SHEET 1) SIDE PUBUC STORM DRAINAGE EASEMENT (SEE PLAT NOTE 9, SHEET 1) PSDE PRIVATE STORM DRAINAGE EASEMENT (SEE PLAT NOTE 8, SHEET 1) LME LANDSCAPE AND MONUMENT EASEMENT (SEE PLAT NOTE 11, SHEET 1) 00000 ADDRESS AS PROVIDED BY THE CITY OF RENTON NOTE: THOSE LOT LINES INTERSECTING CURVED LOT LINES OR RIGHT-OF-WAY LINES NOT NOTED AS RADIAL [(R)] ARE NON -RADIAL. 01 �F C'F 09 S.E. 8TH PLACE � 1 i N (D � N O I I I I I I IrAl S89'56'37'E 589.75' N __409.84' N R, ? , N 00 p, Ln 0 t00 CD 3 fV41CP0FILMF.J i 0 JOB NO. 7797 i >. N Barghausen Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 0 Telephone: (425) 251-6222 Fax: (425) 251-8782CD 0 PORT. NW114 OF NE114, SEC. 20, T23N-R5E, W.M. SHEET 3 OF 4 Fc o -o8s SHEET 4 OF 4 HERITAGE RENTON HILL LUA-02-085-FP LND-10-0354 BEING A PORTION OF THE NW1/4 OF THE NE1/4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON I\ �I V L_ I A V UL-. 2 Y I v � I S89'5636'E 929.64' v 60.00' 50.00'--j� 50.00, 60.00' - 50.00' 60.00' 118.58' M 10' NO -CLEARING ZONE 10' PSDE1 15' VEGETATIVE rn 32 ^ PER SEPA CONDITION 110 co I C!0 0 o BUFFER LOTS 33-38) o g 712 i ,N o 0 o SEE SPE OL NOTE o i 25 REAR YARD SETBACK W o e e I ON SHEET 2 34 33 N88'16'15"W 117,09 i��. PER SEPA CONDITION 110 = I 38 37 N 36 SN N 35 , a4o N 1846 ' 87'08 i 00 L1J o"' 1816 b 1822 b 1828 b 1834 o b o 10' U.E. ,,, N V1 N 20 31 0 C I NORTH LINE ESMT. `� 718 S89'09'S2*W 151.14' 10' SDE� o �- '- 60.00' ' - 50.00' 50.00' ' - 60.00'/- !- 50.00' -! Li 0j_>� 1 (� 1 "•••.�''•18.88' TO END OF ESMT. N88'16 151N 85.68 - - S89'56'37"E 589.75' `" S.E. 8TH PLACE .- / < c �179.92' , �1------- -- 409.84' - - ---- ----- -- `SSS r ,Sp 30 1� � N �- 9 7 �S\0�0, rr20, 722 AE 0 - o ��5 23.29' 55.00' �� 50.00' -� 50.00' -� 50.00' -� 50.00' -f 50.00' -� 35.54' �� _ 1 _ -- 1 _ _ _ 15 U_E. ^ _ o¢ C, o 0 0 �' o g o N88' 16' 15'W 95.45' o 0 0 0 0 / l Der i Vow rn rn rn rn rn rn C--) - �� CD M 40 �, 41 ;�, 42 �, 43 ;�, 44 ;�, 45 5' J' -,`�'� 1805 0 181 1 0 1817 0 1823 ® 1829 0 1835 o f 1841 0 29 0 ems• ��� ss o o o 0 21' 21' :r 728 ,n N88'16'15tiV 95,00' z z 10' PSDE� z z z ul 1 / L8 55.00' 50.00' 50.00' 50.00' 50.00' 50.00' 67.77' l CO S89'56'37"E 141.03' - 60.00' -� 50.00' -� - 60.00' �� S89'56'37'E i o g �F S89'56'37"E S89'56'37"E S89'S6'37"E W � 28 0 W F 734 o o g o Z �- 1 50 M 46 ,ri Ln ^ ^ W N88'16151N 95.00 1 soo 49 48 47 rn to � 46 ^ M 181 514 1820 N 1826 M 735 -y o CDj 1832 1. I_3 25 O o \, 7 9 3 " l � S S 1 ,9 S6, L61 (� 60.00' - 50.00' 60.00' 40.72' ��� Z N88'16'15"W 95.00' 1 1SJ �)2. cv p �� S89'56'37"E 258.40' -- �- _ ! g 26 0 \ I o 804 S.E. 8TH STREET \ AJ 7 L=42.64' _ _ I_ =14'17' 5).00' 60.00' 50.00' 1 38.66' °J N88 t6`15"1M 95.00` 08' 1 10' F'SDE i i / \ o00 o / yj ti CS o 0 0 0 > s 25 0� W rn W W • _ = 11 '� / 10, 7 I � 8 � g � 10 n / .� O N N CV �+ N • N88'16'15 w 95.00' �\ !j� 1809 0 1815 Mo 1821 0 1827 0 1833 R \ 15' PSDEj -56'37'E S89'56'37'E 1 S89'56'37"E , S89'56'37"E24 80.11` t/7S89* 50.00 - 60.00' -- 50.00' 61.63 - c S89'56'37'E 149.98' -� 60.00' 60.00' 73.26' 10' PSDE �! /- N88'16'15"W 95,00' o o g ^ N 1 C% � � � � � 0 23 s I 0,� SS 15 N 14 N 13 N 12 ^ 6 o S'F 0 '9 �0' 833 0 829 0 825 0 821 820 L1-) 1 C, CD b b 1 21' 21� /- N88'16°15w 95.00' 11-� z 10' U.E� z z I 0 1w- i �G VS `9 L-y 25.30: 60.00 60.00 ,� v o 22 8 'Q S89'56 37 � 145.30 - �6' C9 ^ _ �n��� `/°� �� TRACT C PRIVATE STREET AND �6,6 s� I s26 a rr � �'AA °�o� ,9 ���, EMERGENCY ACCESS TRACT ��� �- N88'16'15W 95.00' ! _ - _ _ cA � y� tee, S89'56'37"E 125.88' i - NC EMG�N F .i pp I C, 1) M 21 0 Ld n C_ Rpp1US N8816'151Y' 832 � `n > 55' 34,00 1 °i - - - - 16 v, \ - N88' 16' 15 W 97.09' _ \ O/� L-J L J 0 25 50 100 SCALE: 1 = 50' LEGEND ►c. FOUND QUARTER CORNER (SEE SHEET 1 FOR DESCRIPTION) FOUND MONUMENT (SEE SHEET 1 FOR DESCRIPTION) • KING COUNTY STANDARD ROAD MONUMENT TO BE SET AS CONSTRUCTION IS COMPLETED WILE PUBLIC WATERLINE EASEMENT (SEE PLAT NOTE 6, SHEET 1) SSE PUBLIC SANITARY SEWER EASEMENT (SEE PLAT NOTE 6, SHEET 1) SIDE PUBLIC STORM DRAINAGE EASEMENT (SEE PLAT NOTE 9, SHEET 1) PSDE PRIVATE STORM DRAINAGE EASEMENT (SEE PLAT NOTE 8, SHEET 1) UE UTILITY EASEMENT (SEE PLAT NOTE 7, SHEET 1) AE ACCESS EASEMENT (SEE PLAT NOTE 12, SHEET 1) DWE DRIVEWAY EASEMENT (SEE PLAT NOTE 10, SHEET 1) 00000 ADDRESS AS PROVIDED BY THE CITY OF RENTON NOTE: THOSE LOT LINES INTERSECTING CURVED LOT LINES OR RIGHT-OF-WAY LINES NOT NOTED AS RADIAL [(R)] ARE NON -RADIAL. LINE TABLE LINE LOT NO. BEARING DISTANCE L1 LOT 33 S89'56'37"E 2.08' L2 LOT 33 S44'49'39"W 18.36' L3 LOT 31 N44'49'39"E 39.98' L4 LOT 16 S45'40'20"W 12.05' L5 LOT 16 S52'28'55"E 17.94' L6 LOT 50 N8956'37W 3.01' L7 TRACT B NOO'03'23'E 5.26' L8 TRACT B S89'56'37"E 6.03' L9 LOT 30 SO413'34"E 19.69' CURVE TABLE CURVE LOT NO, LENGTH RADIUS DELTA TANGENT C1 LOT 33 48.14' 76.00' 36'17'45* 24.91' C2 LOT 31 20.06' 76.00' 15'07'25' 10.09' C3 LOT 30 45.08' 76.00' 3359'04" 23.22' C4 LOT 29 8.32' 76.00' 6' 16'08' 4.16' C5 LOT 21 15.22' 55.00' 15'51'13* 7.66' C6 LOT 20 20.17' 55.00' 21'00'59" 10.20' C7 LOT 19 26.17' 55.00' 27'15'28' 13.34' C8 TRACT C 26.25' 55.00' 27'20'38" 13.38' C9 LOT 12 30.63' 55.00' 31'54'44' 15.73' C10 LOT 12 35.51' 25.00' 81'22'23" 21.49' C11 LOT 11 40.00' 25.00' 91'40'22" 25.74' C12 TRACT B 22.95' 34.00' 38'40'25" 11.93' C13 TRACT B 39.27' 25.00' 90'00'00" 25.00' C14 LOT 45 54.40' 34.00' 91'40'22' 35.01' C15 I LOT 46 1 38.54' 25.00' 88'19'.18* 24.28' '19. s• 79 59'31 " 17 905 r 11-•' 20 o g N88'16'15"W 1or, .00' i " \ � <C 20' DWE 15' U,E. 906 C i 0).t I; L ,L 20' N88' 16' 15'W 126.00' _ -81- M / I- o I �•'� � Ali ^� 18 v 6 \ JOB NO. 7797 Barghausen Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (425) 251-6222 Fax: (425) 251-8782 PORT. NW1/4 OF NE1/4, SEC. 20, T2305E, W.M. SHEET 4 OF 4 C� o a X 0 0 0 0 O O 0 N 0 0 N v : F- 0 3 0 a 0) 0 a i T i i 0 0 0 0 i