Loading...
10129 238TH ST SW.PDFiiiiiiiiii lill 16160 10129 238TH ST SW ADDRESS: TAX ACCOUNT/PARCEL NUMBER: ,3[7 033003 66 BUILDING PERMIT (NEW STRUCTURE): 6— DD 1 — 0 7 71— COVENANTS (RECORDED)FOR: CRITICAL AREAS: f3 � DETERMINATION: ❑ Conditional Waiver ❑ Study Required Xwaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: 9 I Z-9) 10 t SCALED PLOT PLAN DATED:�25 SEWER LID FEE $: { LID #: SHORT PLAT FILE: " rD" 1 O LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: LATEMP\DSTs\Fomu\Street File Checklist.doc Ht yR PERMIT EXPIRES USEI, PERMIT �.(( ZONE RS - CITY OF EDM S NUMBER ''U3 I l CONSTRUCTION PERMIT AP LI TION ADDRESS `., y� BUITE/APTA ADDRESS kV �i � � ?# _ "_ ,: S 1 e W. / *[ !+ OWNER NAMEMAME OF BUSINESS PLAT NAME/SUBDIVISION NO. L T NO. LID NO. '�j(tiiq.'�..^ � i • 0 0 —40/ LID FEE $ lz W MAILING ADDRESS - / PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved Q RN Permit Required O Street Use Permit Rsq'd Q O CITY ZIP TELEPHONE EXISTING PROPOSED REQUIRED DEDICATION FT Inspection Required p Sidewalk Required p Undergroundrequir Wwiringnp equded MET I ZT LINE SIZE NO. O FIXTURES PRV REQUIRED YES NO ❑ 01/ Z NAME yLu ADDRESS' REMARKS OWNER/CONTRACTOR RESPONSILE FOyR�EROSION CONTROVDRAINAGE z z B ' •',.�71r�e1W ��' d W VITY ZIP TELEPHONE G• © y+ s " ENGINEERING REVIEWED/DAT .'' CC ADDRESS (� S^ ..� a/ f < v DATE FIRE REVIEWED BY W - CITY ZIP TELEPHONE 002 M VARIANCE OR CU SHORELINE OR ADBN INSPECTION BOND POSTED STATE LICENSE NUMBER ,X,P}TI RE C ECKED BY /EAr �fr► YES NO ❑ ❑ / i► 0 O SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED ` to a PROPERTY TAX ACCOUNT PARCEL NO. W �,2 3 —o!/ — o • ' ..-0 ExP eNEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE ALLOWED PROPOSED REQ0146 SETBACKS (FT.) FRONT SIDE REAR PROPOSED SETBACKS (FT.) FRONT L/R SIDE REAR Q • AUDITION COMMERCIAL COMPLIANCE OR, ❑ ❑ ❑ CHANGE OF USE' 3 � '7 , r,1_ .'1 . ' 7.5 "' - 1 1 . 1' ­,. S Z ❑ REMODEL ❑ APAR MENT ❑ SI PARKING REQ'D PROVIDED LOT AREA PLANNING REVIEWED'BY DATE - O 4 - OI 10GN g a FENCE REPAIR Gff CYDS ❑ ( X FT) 2— REMARKS 0__bEMOLISH ❑ TANK ❑ OTHER GARAGE.. ❑ RETAINING WALL ❑ RENEWAL zRPORT n M .CKr (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF TION- C 6, OCCUPAN GROUP w c NUMBER OF NUMBER OF DWELLING / CRITICAL fy AREAS A 1 SPECIAL INSPECTOR REQUIRED AREA^ , R; t' ^its OCCUPANT r LOAD O STORIES UNITS NUMBER / ❑ YES 0 DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 1081FINAL INSPECTION REO'D z o lalf C VALUATION FEE PLAN CHECK FEE '•� HEAT SOURCE LAZIN� LOT SL P °o BUILDING 8 YD PLAN C ECK N0""`� VESTED DATE PLUMg14 a• 14 CHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERrORK TO 111111 �� PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE bUBLIC BE DONE ON GRADING/FILL DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE F SEPARATE PERMISSION. �� STATE SURCHARGE PERMIT APPLICATION: 180 DAYS a PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG: REVIEW FEES SEE.BACK OF PINK PERMIT FOR MORE INFORMATION w 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE to INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING I` iIN EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY = THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEPOSIT RECEIPT FROM PLAN CHECK DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE sNOR LI MIT IN ANY WAY TH E CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." RECEIPT TOTAL AMOUNT DUE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICAtION APPROVAL GIVEN IS CORRECT; AND THAt 1 AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR :' INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. OF AL$ StGNATU E ff SIGNA v WN R AGENT) DATES NED (4251 1 tt` Z f o� 30-0220 771 R REMAS Y DATE ATTENTION, EXT 1333. 0 V2 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- �( -FILE YELLOW -INSPECTOR PINK -OWNER , • GOLD -ASSESSOR iCATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - `. 5198 yo c-&o, GOr►sy�4cc /;oo I -Of 11 / F,1 51 Lc. i Il-f a 3 k7A- sf.. sa— Fc��rcn�fs ST,�F��Fi �F ITCiyr,, Lam. , -- --- -- /3. G.•r /G� D, 14vevaje/ Cv�-acle qG fc. a rN u 00 APPROVED 13Y PLANNIN6 ,, /()3, 3 7.5 27 vv / d 3-7 R E c c I V IEE) AUG -- 1 2GC11 DEVELOPMENT SERVICE'S CTR. CITY OF EDMONDS C,�'rQr fu w� STD« f" >'rasl�wirH 3�_Tti s� su' �., CAF NO. A�� CAW Areas Checklist c ------- ----------- ------------------------------------ Site Information (soils/topography/hydrology/vegetation) o? J �Q SF9v ,181. Site Address/Location: % 0 /17 a-3 �� �'ry oN F T 2. Property Tax Account Number: tLJ 2 3 3 D 3 D MoNaFS �'rh 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? X yes; no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than l 5% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: /U ; Approx. Depth: 7. Site contains areas of seasonal standings water: ; Approx. Depth: • What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Iw Flows are seasonal? (What time of year? ), 10. Site is primarily: forested : meadow : shrubs ,x : mixed urban landscaped (lawn,shrubs etc) -- A 11. Obvious wetland is present on site: /7/0 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 Critical Areas File #: Critical Areas Checklist Fee: $45.00 Date Received by Dev. Serv. Dept: SIM City Receipt No: 15 3 ( I Date Mailed to Applicant: CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds Prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). PLEASE PRINT CLEARLY Owner/Applicant:- e, rl? /q�c r 4, n n� S etj Name Street Address City State Zip Telephone Signature Date Veception4ana/CACLHandout.doc Applicant Representative: Name Street Address City State Zip Telephone Signature Date Revised 4/10r2O )o 0 6 . 1 10223 •. '. � . e 3606 � 23605 23605 23611 1 1 1 23618 ' :.23621 23619 23618 2361,9 ♦ ,..23819 N co _ : 238 ,► 1 23629LL 23625 23627. 23627 23701. 23700 23701 ` N 23701 23632 23633 J 23706 23707 23707 ; 23706 23707., 23718 23712 23715 Ever itt.gravily sand.loam, 0-8 96 stopes d q T �— 23718 2380 , 23726 ti:; N 23726 23806 . 23805 23808 li 4 N : 23814 f--- (/1 ,. 23813 23816 23815 r 23820 CD `-: , 23628 23828 ,m ' 23829' �oa�n 23830: 236 f 0 4236 2362f k 23632 23706 PLANNING DATA NAME:4 CiI-A P"' , , SITE ADDRESS: -10' a_,q PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?: MAP PAGECC)-Q, CORNER LOT: Yes o FLAG LOT: d7Q5 / No ZONING: R-,p-jb CRITICAL AREAS DETERMINATION #: 00- )1 ❑ Study Required: ® Waiver ❑ Conditional Waiver CHK#: ©i -all SEPA DETERMINATION: 9-,X, ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Exempt SETBACKS: Required Setbacks: (WW / CEf 'n! S� FnoNT- eeft3 _Left Side: -7. 5 Righ£Side: -7• RE.(ar:'I Actual Setbacks: Street: Left Side: Right Side: ear: Street map checked for additional setback required? Yes / No NA) ❑ DETACHED STRUCTURES: ❑ ROCKERIES: ❑ FENCES/TRELLISES: AU BAY WINDOWS / PROJECTING MODULATION: ->�r- ❑ STAIRS / DECKS: PARKING: Required: � Actual: /A--r t q� s-r 2 LOT CO En' I- r4-C.A�c��r �� NousE® I QUy �1 -+- a�xc�ovEeq,o� �2 1 BUILDING HEIGHT: \�rl Datum Point: �"t.zgct c / �o� Datum Elevation: Maximum Allowed: `c�3�.-�j Actual Height: r A.D.U. CREATED?- / Yes SUBDIVISION: Y--a(=<�- 10r LEGAL NONCONFORMING LAND USE DETERMINATION IS$uED: (Yes / No) 7- Plan Review By: v d,► 74 a . NewBPPlanningDataForm.DOC EROSION AN29 SEDIMENT CONTROL /VOTES.` A LE( A" 4OESCR/RT/ON.' 7HE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER 1 CONSTRUCT/ON ACCESS ROUTE - CONSTRUCT/ON I/EH/CLE ACCESS SHALL BE, WHENEVEf' OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF P1?AC77CAL, LIM/TED TO ONE ROUTE. ACCESS POINTS SHALL BE STAB/L/ZED W/TH QUARRY SPALLS SECTION 36, TOWNSHIP 27 NOR7N, RANGE .3 EAST, WR /N OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. /F SEDIMENT /S 5NO110M/SH COUNTY, WASH/NGTON,- TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DA Y. SED/MENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEP/NG A/0 BE EXCEPT THE EAST 65 FEET OF THE WEST 100 FEET OF INE SOU171 TRANSPORTED TO A CONTROLLED SED/MENT DISPOSAL AREA W/TH/N TWENTY-FOUR (24) HOURS. 220 FEET THEREOF,• STREET WASH/NO SHALL BE ALL OWED ONL Y AFTER SED/MENT /S REMOVED /N THIS MANNER. EXCEPT THE EAST 65 FEET THEREOF,• AND 2. 57A9/L/ZA77ON OF EXPOSED AREAS - ALL SOILS EXPOSED gr LAND D/STUBBING ACT/V/I'%LS EXCEPT THE SOUTH 20 FEET 711EREOF FOR ROAD,' SHALL BE STAB/L/ZED BY SUITABLE APPLICATION OF BMPS, INCLUDING BUT NOT L/M/TED T0, SOD, EXCEPT THE WEST 10 FEET 7HEREOF,• HYDROSEED/NG, OR OTHER VELETA T/ON, PLASTIC COVER/NO OR MULCHING. ALL BMPS SHALL SE EXCEPT THE NORTH 270 FEET (HEREOF, SELECTED, DESIGNED, AND MAINTAINED /N ACCORDANCE W /7/ 72/E MANUAL. THE EXPOSED SOILS SHALL BE STAB/L/ZED ACCORD/NO TO AN APPROVED TIMETABLE. (TYPICALL Y, NO SO/LS S;'IAI L SITUATE /N THE COUNTY OF SNOHOM/SH, STATE OF WASH/NGTON. REMAIN EXPOSED FOR MORE THAN TWO (2) OA YS FROM OC709ER 1 THROUGH APR/L 30 ANJ NO MORE THAN SEVEN (7) OA YS FROM MA Y 1 THROUGH SEPIFMBER JO) TAX ,�.3627-0.3.9 O»-0005 ZONING = R-B TOTAL AREA = 20,981--z� SOFT. .3 10ROIFC17ON OF ADJACENT PROPERTIES - ADJACENT PROPERTIES SHALL BE PROIF-CTED ;'70Y SED/MENT DEPOSITION SY APPROPB/A TF- USE OF VELETA 71VE BUFFER STRIPS, SED/MENT SARIS%! -ITS OF OWNER.. FIL TERS, DIKES OR MUL CH/NG, OR BY A COMBINA TION OF THESE MEASURES AND OTHER MARYANNE ENSL OW APPROPR/A IE BMPS 10127 2J9771 ST. S. GY. EDMONOS, WA. 98020 4 MAINTENANCE - ALL EROSION AND SED/MENT CONTROL BMPS SHALL BE REGULARL Y INSPECTED 7LrZ. 206-542-5429 AND MAINTAINED BY 7HE OWNER TO ENSURE CON17NUE0 PERFORMANCE OF IHE/B /N7FN29E0 EASEMENT FUNC770N. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED /N ACCORDANCE W/IH THE:- THE 15 FT. EASEMENT AS SHOWN ACROSS LOT 1 OF THIS SHORT MANUAL. SUED1WS/ON /S GRANTED TO THE OWNERS OF LOT 2 FOR INGRESS, EGRESS AND U77L/TY PURPOSES. 5. OTHER BMP S - AS REQU/REO BY THE CITY, OTHER APPROPR/ATE BMPS TO M/710A 7F T.!/E EFFECTS' OF INCREASED RUNOFF SHALL BE APPLIED. THE IMPROVEMENTS WITH/N THE 15 FT. EASEMENT ARE TO BE MAINTAINED EQUALL Y BY THE OWNERS OF L 0TS 1 AND 2. 6. UNDERGROUND UTILITY CONSTRUCT/ON - THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPEC/F/CALL Y ADDRESS THE FOLLOW/NG• - REA OF ORIGINAL PROPERTY SQ. FT. A. EROS/ON CONTROL FOR EXCA VA TED AND STOCK-P/LED MA /FR/ALS. AREA OF L OT 7 GROSS = 12, 9717- SQ. FT. B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CON515ZENT W/IH SAFETY AND SP,9CE AREA OF L OT 1 NET = 8, 023E SQ.FT. CONS/DERA TONS SHALL BE PLACED ON THE UPHILL S/DE OF TRENCHES. AREA OF L OT 2 = 8, 010E SQ. FT. C. TRENCH OEM TER/NG SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SED/MENT P01YOS, OR OTHER ACCEPTABLE MEANS) D. TRACKING AND SPILLING OF MA7FR/ALS ON STREETS DUE TO HAULING. VSRT/CAL DA TUM.' ASSUMED,' TO CONVERT TO OL YMP/C VIEW WA TER & SEWER D/STR/CT E. DA/L Y CLEANUP AND STREET MAINTENANCE. DATUM ADD 8.16 TO ALL ELEVATIONS. 7. REQU/REMENTS FOR LARGER DEVEL OPMENTS - ALL NEW DEVEL OPMENT AND REDEVEL OPUL:-NT THA T INCL UDES LAND D/STURB/NG ACTIVITIES OF GREA TER 7HAN, OR EQUAL TO, ONE ACRE IN ADD/T/ON TO MEETING THE M/N/MUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY W/TH ESC REQUIREMENTS L/STED BELOW 8 DEL/NEATE CLEARING AND EASEMENT L/M/75 - IN THE FIELD, MARK CLEARING L/M/75 AND,IOR ANY EASEMENTS, SETBACKS, 5EN51T/VE/CRI71CAL AREAS AND THE BUFFERS, TREES AND DRA/;'VALE COURSES. 9. SEDIMENT 7RAPPING - PRIOR TO LEA V/NG THE S//-, STORM WA 7F-R RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIA TE BMPS SED/MENT rv0NOS AND TRAPS, PER/METER DIMES, SED/MENT BARRIERS, AND OTHER BMP S INTENDED TO TRAP SEDIMENT ON-5/7F SHALL BE CONSTRUCTED AS A F/RST STEP IN GRAD/NG. /NESE BMPS SHALL BE F61NC77ONAZ BEFORE D/STURB/NG AC77V/77ES TAKE PLACE. EAR7HEN STRUCTURES, SUCH AS :,4MS, -- DIKES, AND DIVERSIONS SHALL BE SEEDED ANO MULCHED ACCORDING TO AN APPROVED 711ffi'V49ZE 10. CUT AND F/LL SL OPES - CUT AND FILL SL ORES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION IN A029/770N, SLOPES SHALL BE STAB/L/ZED IN ACCORDANCE W/7H ESC REQUIREMENT NO. 2. nNc RoAv Ex1s R = 10' MIN. 11 4't- 8" QUARRY SPALLS VA 1ST FLR EL. 34-sf 9 9ASEb1EN7 - EL. 3,.36 8 WOOD FENCE EX. GRAVEL OR/{E- 12" MIN. 7N/C/KNF. SS -s �. - PROME FULL A&W INGRESS/ -CRESS AREA \ STA9/L /ZED CON51WUCT/ON ENTi?ANCE NO SCALE 11. CONTROLLING OFF-S/IF EROSION - IOROPER71ES AND WA 1 -R WA YS DOWNSTREAM FROM IFMPORARY GRA PEI CONSINU070N EIV17FANGE DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME; /NSTALLA776W 7HE AREA OF INE ENTRANCE SHOULD BE GZ£ARED OF ALL VEL OC/TY, AND PEAK FL OW RA TE OF STORM WA TER RUNOFF FROM THE PRO✓ECT 517E. UEGETA TION, R007S AND 07HER 09.ECP0NABLE MA I-EAMAL. THE GRA 11,EZ SHALL BE PLACED TO THE D/MENS/GYVS SPEC/fIEO BEL ow 12. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS - ALL TEMPORARY' AGGREGAIF: 4" -8" QUARRY SPALLS. ON-SI/F CONVEYANCE CHANNELS SHALL SE OE51GNED, CONSTRUCTED AND STAB/L/ZED TO PRE"VENT ENTRANCE D/MENSINS.• THE AGGREGATE LAYER MUST BEAT LEAST 12 INCHES EROSION FROM THE EXPECTED VSZ OCITY OF FL OW FROM A TWO- YEAR, TWENTY-FOUR HOUR (NICK. /T MUST EXIFJVD 71-IE fULL FY107H OF 77I£ kENCULAR INGRESS AND FREQUENCY STORM FOR THE DEVELOPED COND/T/ON STABILIZATION A0,CMATE TO PREVENT EROS/ON EGRESS AREA. 7HE LENGTH CF 7NE ENTRANCE MUST BEAT LEAST 50 FEET. OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PRO11/DED TEMPORARY EROS/ON CONTROL AT THE OUIZETS OF ALL CONVEYANCE SYSTEMS. PROWDE STRAW BALES OR S/L T fZlVCE AS SHOW ON PLANS. 1.3 STORM DRAIN INLET PROTECTION - ALL STORM DRAIN INLETS MADE OPERABLE DURING TO PREVENT SED/MENT fRCW LEA 19NG 517f: PROTECT EX/S17NG AND NEW CONSTRUCTION SHALL BE PROTECTED SD THAT STORM WATER RUNOFF SHALL NOT ENTER THE CAT6Y/ BASINS FROM S/LTA770N. CONVEYANCE SYSTEM WITHOUT FIRST BEING F/L TERED OR 0THERW/SE IREA TED TO REMOVE SED/MENT. 14. REMOVAL OF TEMPORARY BMP S' - ALL TEMPORARY EROSION AND SED/MENT CONTROL SUP S SHALL BE REMOVED W11-HIN THIRTY (JO) DAYS AFTER FINAL SITE STAB/LIZAT/ON /S ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO L ONGER NEEDED. TRAPPEO SED/MENT SHALL BE REMOVED OR STABILIZED ON SITE. 01S7URBE0 SOIL AREAS RESUL TING FROM REMOVAL SHALL BE PERMANENTL Y STABILIZED. 15. L91-911A17ERING CONSTRUCTION SITES - Of -MIA SYSTEMS SHALL DISCHARGE INTO A SEJ/MENT TRAP OR SEDIMENT POND. 16. CONTROL OF POLLUTANTS OTHER THAN SED/MENT ON CONSTRUCT/ON S/IFS - ALL POLLUTANTS OTHER THAN SED/MENT THAT OCCUR ON SITE DURING CONSTRUCT/ON SHALL BE HANDLED ANO • DISPOSED OF /N A MANNER THA T DOES NOT CAUSE CONTAM/NA TON OF STORM WA TER. 17. FINANCIAL L/ABILITY - PERFORMANCE BOND/NG, OR OTHER APPROPR/ATE F/NANC/AL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE ARDROVE0 EROSION AND SED/MENT CONTROL PLAN. - - - , ' 15-jMM�L�u71.f rj ii=•1i'=T�'--ii=1�i.-- �ii .ii= , ", ?�i=3i I =� �- SEDIMENT iF7L TER FABR/C (M/RAfi 500X) f7L 7E"RED WATER BERN£EN FRAME AND &P OF GRA IF CATCH BASIN RROTZ"CT/ON NO SCALE A v � EX. CB EX.RE -fIJ-f 1S 56 o� crnm 6LFN. PIVI NO,2 18 V0� ,19, K 121 N 8947b8" W If FElv6F 90.00 V -24"FIR Z I ---------- BSBL O k I 24 " 17R 7 20" RR ( V I c LOT 2 II ------- - i I Ic � I W/BASEMENT ' ' I � � I k I I k _ 30" f7R I I k .36" FiRw REMOW EX. DRAW DR/W AND RMLACE WH 10' ASPFIAL T DRIkE- W/ 1 FT IH/CKEN- W EDGE- (SE-E SHT 0--2) APR NSIR1/ �7 D LI& NOINED? 'OL a 20" FIR MOM- ALL 7REE' -WONV SHALL R-ANAIV 1 � 24 'FIR ,t -BSBL ^J6" e F/R x 1 LOT 1 < �4a t I I I I t N 9 40'47" W ; N:. 65.00 crcLOAE , ' FENCE � .: SIL T FENCE OR - ' HAY BALES AND i L/M/T5 OF CLEARING oW v _ rZAG L/41I7N OF I GYEAR/NG - 77J? 1 I NEW 15 FT. INGRESS, EGWE;SS 1 i.. AND UTILITIES £ASEiIENi on 0 LIM115 OF CLEARING 10 PROPOSED STOCKP/LE LOCAITONS FOR EXCAVATED SOILS AND 6V7N571FUC776W AM7ENIALS. STABILIZE STOGYMILED SOIL AS NEEDED PER ESC NOTES OR REMOVE FROM .577F IMMED/A7FL Y. A CONSIRUC770N SCHEDULE 1. CALL CITY 6F EDAlNDS INSPECTOR AT 1 O SET UP A ORECQYSIRUCI70N MEETING. I ~ 1- 2. CALL FOR 11171-IT7' LOCA170,M. t 1 o Q JT REl�7EW ESC NO1F-S. Q n°°, z 4. fZAG LIM175 6F CLEARING. 5INSTALL TEMP. CNSIRUCIIN ENTRANCE. 6. INSTALL TEMP. S/LTfFNCE/NAYBALES. 7. PROME 6B PR01F-CITOIV. 8. BEGIN GRADING & BUILD/NG CONSTRUCIIOYI/. 1 0 1 9. STAB/L/ZE EXPOSED AREAS PER ESC 1V01F5 I�> 10. INSTALL DRA/NAGS SM.. & OTHER UTILITIES U:. 1 /I FINAL GRADE, PAW ORMES, INSTALL LANDSCAPING. 12. RE7l ow sz T fma6 e /AY BALES, CB PROTECTION, CLEAN DRA/NAGS SYS/TV -- _ x- S/L T fENCE OR HA Y BALES & FLAG L/M/7N OF 6YEARING CONSTRUCT 7MR.. E7VMYCE w NORTH N917/ 4 8" QUARRY SPALLS GRAPHIC SCALE M/N. 12" THICK AND 50' LONG ' - W SUMP O 10 O 40 W { 1 " = 20' - --� Ely CB PP 65.00 PP REE9 Jig. O OP OP OP - OR --�- I , I PP El JOINTS IN Rl- TER FABRIC SHALL BE SPLICED AT POSTS: USE STAPLES, 2 "x2" BY 14 GA. FYIRE OR ME RINGS, CV?EQU/IiALENT TD EQU/IiALE7VT, IF STANDARD ATTAG3Y FABR/C TO POSTS: 51RENOTH FABRIC USED fIL IFT FABRIC N 1 I c 8"Wx12"O IRETVCH '� U 6' MAX. ' FOG LINE EDGE OF EX. PAy/'VG Gv i EX SS,{/H,'2-49 I j i FOG LINE FOG L/NE FOG LINE M1O T T w RE ,2-4.�i1 -- i �i S i Ilr /I w J, S < <�, ASPHAL T ROAD '� j EX S MH 2 50 /E 323.6 a� - .v, 1` SS ---- --------- -----------SS --------------------- -- RE j40.04 ` � T----------------SS-------_205.51--------------------- l /E ,i91.84 -------------------- ----- --- ------ --•---- -- - - - i N 89AO47" W 42586 MEAS., 426.02 PLAT FOG LINE ��, FOG"LINC - FOG L/NE -` •,------------- --------- /O" {v - - ~ ----------------------------- 15569 �Q- T�SS�Q ST ALRENG\�� EXPIRES 3-15-02� 0 co � Ljj w N z V) wa I- H J E-1 u z o V Oo z a Q a �W w H z z Ww O V 1 C-1 10 to N 0 N N N T N s .0 N O co 0 a 0 w m W N Lu z Z a r- In NOTE A PA YVENT IN L/EU OF SIDEWAL/(S, CURBS, AND #v =- 10' °' M ARYAN N E E N S LO W GUTTERS SHALL SE PAID BY DEOR OPER.. 10127 238TIl STREET SW, EDMONDS WA 98020 ' L4FOXI aESCR/f'T/ON.` ,FRCS/ON ANC SED/1t�fENT CONTROL NLI TES.• THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER 1. CONSTRUCTION ACCESS ROUTE - CONSTRUCTION i/EHICLE ACCESS SHALL BE, WHENEVER OF THE NORTHEAST OUARTER OF THE SOUTHWEST QUARTER OF PRAC77CAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL SE 5TA6/LIZEV WITH OUARRY SPAL/.S SECT/ON 36, TOWNSHIP 27 NORTH, RANGE ,3 EAST, yt!/Gf /N OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT /S 5NOHOM15H COUNTY, WASHINGTON,- TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHL Y AT THE E1/D OF EACH DAY. SED/MENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND l?E EXCEPT TH£ EAST 65 FEET OF 7H WEST 100 FEET OF THE 5007H TRANSPORTED TO A CONTROLLED SEDIMENT 0151005AZ AREA WITHIN TWENTY-FOUR (24) HOURS. 220 FEET THEREOF,• STREET WASHING SHALL BE ALLOWED ONL Y AFTER SEDIMENT IS REMOVED IN THIS MANNER. EXCEPT 7HE EAST 65 FEET THEREOF, • AND 2. STA91ZIZA17ON OF EXPOSED AREAS - ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES EXCEPT THE SOUTH 20 FEET 17IEREOF FOR ROAD, SHALL BE STABILIZED BY SUITABLE APPLICA 17ON OF BMPS, INCLUDING BVT NOT LIMITED TO, SOD, EXCEPT THE WEST 10 FEET 1 1EREOF,• HYDROSEED/NG, OR OTHER VEGETATION, PLAS770 COVERING OR MULCHING. ALL BMPS SHALL Bt EXCEPT THE NORTH 270 FEET THEREOF, SELEC7E0, DESIGNED, AND MA/NTA/NED IN ACCORDANCE W/IN THE MANUAL. THE EXPOSED SOILS SITUATE /N THE COUNTY OF SNOHOM/SH, STATE OF WASH/NGTON. SHALL BE STABILIZED ACCORDING TO AN APPROVED 77METABLE. (TYP/CALL Y, ND SO/ 5 SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DA YS FROM OC70 ZR 1 THROUGH APR/L 30 AND /'.j0 TA)( IJ627-0..33-011-0005 MORE THAN SEVEN (7) OA YS FROM MA Y 1 111ROUCH SE'PIEMBER 30) ZONING = R-8 TOTAL AREA = 20, 981�- SOFT 3 PROIZ- 770N OF ADJACENT PROPERTES - ADJACENT PROPERTIES SHALL BE 1:R01FCTED FROM SED/MENT DEPOSIT/ON BY APPROPR/A IF USE OF VEGETA TIVE SUFFER STRIPS, SEDIMENT SARR/ERS OF OWNER.• F!L TERS, D/KES OR MUL CHINO, OR BY A COMB/NA TION OF THESE MEASURES AND OTHER ENSL OW 1NE 0127 ,.38TN. ST. S. �f! 0127 2 APPRDPR/ATE BMPS EDMONOS, WA. 99020 TEL. 206-542-5429 4. MAINTENANCE - ALL EROSION AND SEDIMENT CONTROL SMPS SHALL SE REGULARL Y 1N51cECIFD AND MAINTAINED BY THE OWNER TO ENSURE CON77NUE0 PERFORMANCE OF 7H IR INIFNDEO EASEMENT FUNC77DN. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED /N ACCORDANCE WITH THE THE 15 FT. EASEMENT AS SHOWN ACROSS LOT 1 OF THIS SHORT SUBDMSION /S GRANTED TO THE OWNERS OF L OF 2 FOR INGRESS, MANUAL. EGRESS AND UTILITY PURPOSES. 5. OTHER BMPS - AS REDUIRED BY THE CITY, OTHER APPROPRIATE BMP S TO M/710A IF T/-E THE- IMPROVEMENTS WI77IIN ITlE 15 FT. EASEMENT ARE TO SE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. MAINTAINED EOUALL Y BY THE OWNERS OF LOTS 1 AND 2 RGROUND UTILITY CONSTRUCTION- THE CONSTRUCTON OF UNDERGROUND UTILITY LINES 6. UNDE SHALL SPECIE/CALL Y ADDRESS THE FOLLOWING.• AREA OF ORIGINAL PROPERTY = 20,981 f SQ. FT. A. EROSION CONTROL FOR EXCAVATED AND STOCK -PILED MATERIALS. AREA OF LOT 1 GROSS = 12, 971 t SO. FT AREA OF L OF 1 NET = 8 02.3E SQ. FT. B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT W/IN SAFETY AND SPr4CE AREA OF L OT 2 = 8, 010E SO.. FT. CONS/DERA TIONS SHAL L BE PLACED ON THE UPHIL L S/DE OF TRENCHES. C. TRENCH DEWA IER/NG SYSTEMS (MUST 01SCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS) D. TRACKING AND SPILLING OF MA 7FRIAL S ON STREETS DUE TO HAULING. I1FRT/CAL DA TUM%' ASSUMED, TO CONVERT TO OL YMPIC VIEW WA TER & SEWER DISTRICT E. OAIZ Y CLEANUP AND STREET MAINTENANCE. OATUM ADD 816 TO ALL ELEVATIONS. 7. REQUIREMENTS FOR LARGER DEVEL OPMENTS - ALL NEW OEVEL OPMEN7' AND REDEVEL OR, V,ENT THA T /NCL UDES LAND D/STURB/NG ACTIV/77ES OF GREA 7FR THAN, OR EQUAL TO, ONE ACRE /N ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTE ABOVE SHALL COMPL Y W/TH E.SC REQUIREMENTS LISTED BEL OW 8. OELINEA TE CLEARING AND EASEMENT LIMITS - IN THE FIELD, MARK CLEARING LIMITS ANn/OR ANY EASEMENTS, SETBACKS, SENS117VE/CRITICAL AREAS AND THE BUFFERS, TREES AND ORIMAGE COURSES. 9. SEDIMENT 7RAPP/NG - PRIOR TO LEA vING THE S/TE, STORM WATER RUNOFF SHALL PASS T/IROUGfi' A SEDIMENT POND OR SEDIMENT 717AP, OR OTHER APPROPRIA TF BMP S' SED/ME!✓T PONDS 4N0 TRAPS, PERIME-TER DIKES, SED/ML�iVT u`ARRIERS, ANO OTHER B,,f11c'S 1NTENDED TO 7? AP SED/MENT ON-SIIL- SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. I7IESE BMPS SHALL BE „ FUNC77ONAZ BEFORE DISTURBING AC77V/77E5 TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS D/KES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TWE TABLE. 10. CUT AND F/L L SL ODES - CUT AND FILL SL OPES SHALL BE DESIGNED AND CONSIRUCTr.=O /N A MANNER THAT WILL MINIMIZE EROSION. IN A00/770N, SLOPES SHALL SE STABILIZED IN ACCIOROANCE UlREMENT NO 2 1-001- Eats nNc 11 4 =8" QUARRY SPALLS 11 01000 FENCE 157'FLR EZ, 344 J SASEi1E/V7' EL.336.8 EX. GRAVEL ORItf- 12" MIN. Th'!CkN£S,�' --� "' PROMADE FULL H107H /NGRESSXE-GRESS AREA STABILIZED CONSTRUCT/ON ENTRANCF NO SCALE WITH -COL,REQ - IEitfPORARY GRA PEL CONSTRUCTION EENTRANCE 11. CONTROLLING OFF -SITE' EROSION - PROPERT/ES AND WA IFR HA YS DOWNSTREAM FROV /NSTALLAT7GW.• THE AREA OF 77VE ENTRANCE SHOULD BE CLEARED OF ALL DEVELOPMENT SITES SHALL BE PROTECTED FROU EROSION DUE TO INCREASES IN THE VOLUME, PEGETA 770N, ROOTS AND OTHER O8XC770NA8LE MA 7ER/AL. INE GRA kfz VEL OCITY, AND PEAK FL OW RA TE OF STORM WA TER RUNOFF FROM THE PROJECT 517E. SHALL BE PLACED TO THE D/ME1VS/GWS SPECIFTELI REMY. 12. STAB/LIZA TION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS - ALL TEMPORARY A66REGA7F 4" -8" QUARRY SPALLS. ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABl1/ZED TO PREVENT ENTRANCE DIMENSIGWS.• 7HE AGGREGATE LAYER MUST BEAT LEAST 12 INCHES THE EXPECTED VEL OC/TY OF FL OW FROM A TWO- YEAR, TWENTY-FOJR H0611? 7N/CX. /T MUST EXTEND 7HE FULL HI97H OF 7HE tEHICULAR INGRESS AND EROSION FROM FOR THE DEVELOPED CONDITION. STABILIZATION AOEOUATE TO PREVENT EROSION EGRESS AREA. 7HE LENGTH Or THE ENTRANCE MUST 8E AT LEAST 50 fFET. FREQUENCY STOTH OF OUTLETS, ADJACENT STREAM BANKS, SL OPES AND DOWNSTREAM REACHES SHALL 8E PROVIDED TFILIPORARY EROSION CONTROL AT THE OU7ZETS OF ALL CONVEYANCE SYSTEMS. oRoWof* SIRAW BALES OR SILT fZ7VCE AS S?VOXV ON PLANS TO PREVENT SEDIMENT FROM LEA MWO SIIF: PROTECT EX/S77NG AND NEW 13 STORM DRAIN INLET PROTECTION - ALL STORM DRAIN INLETS MADE OPERABLE DURING CATCH 8ASINS FROM SIL TA77ON. CONSTRUCTION SHALL SE PROTECTED SO THA T STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING F/L 7FRE0OR 017IERW/SE TREATED TO REMOVE SED/MENT. 1 REMOVAL OF TEMPORARY BMPS - ALL TEMPORARY EROSION AND SEDIMENT CONTROL SMP S SHALL BE REMOVED WITHIN THIRTY (34) DAYS AFTER FINAL SITE STABILIZATION IS ACH11 OR AFTER THE TEMPORARY BMPS ARE NO L ONGER NEEDED. TRAPPED SEDIMENT SHALL BE :I�E-MOVED OR STAB/L/ZED ON S/TE DISTURBED SOIL AREAS R£SUL TING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. DEWA IFRING CONSTRUCTION S/TES - DEWA TERING SYSTEMS SHAL L DISCHARGE INTO A SEDIMENT TRAP OR SED/MENT POND. 16: CON7ROL OF POLLUTANTS OTHER THAN SED/MENT ON CONSTRUCTION S/IFS -ALL 1'OL L UTANTS OTHER THAN SEDIMENT THAT OCCUR ON S/ C DURING CONSTRUCTION SHALL 8E HANDLED AND DISPOSED OF IN A MANNER THA T DOES NOT CAUSE CON TAMINA 17ON OF STORM WATER. i 17. FINANCIAL LIABILITY - PERFORMANCE BONDING, OR OTHER APPROPRIA TE FINANCIAL INSTRUMENTS SHALL BE REOUIRED FOR ALL PRO✓ECTS TO ENSURE COMPLIANCE WITH 771C APPROVED 11 EROSION ANO SEDIMENT CONTROL PLAN. RUNOFF IPATER H1IH SEDIMENT f7L 7FR FABR/C (M/RAf7 500, /`7L 1FIr'E17 WA1FR SE71g-EN FRAME AND TGIF G�F ORA7Z- CA TcH BASIN PROTECTION NO SCALE 0 L a P 0- c\?; EX CB RE JJJ 6 !-40 td56 RELOCATE GUY HIRE °o 6�M PIV, NO,2 ITV I V\ 18 VOL,19, p,121 N 89 4708" If If 000 FENCE 9000 V I-, 24"F!R ------ --- BSBL ~1 I Z 0 '� ?4 " FIR ?0" 1/10 LOT 2 , i *,Y6 -__-_-\" F/R r ? DECK I i `t� 1 It S.F.R. I W/bASEMENr � i 12"FIR a C Q q J n PP z ° E:3 LIMITS' OF CLEARING 10 PROPOSED STOMP/LE LOCATIONS FOR EXCAVATED SOILS AND CVJN517FUC77CW MATERIALS. STABILIZE STOMP/LED SOIL AS NEEDED PER ESC NOTES OR REMOW FROM .SITE IMMEDIA lEL Y. /\ ib v� 0 CONSTRUCTION SCHEDULE 1. CALL 6Y7Y GIB' EDMOWDS INSPECTOR AT 425-771-0220, EXT IJ26 TO SET UP A PRE-COWSIRUC170N MEE77/VO: �3. 2 CA=6ZEARIN60- *N. REQ. 4. fZ 5. INSTALL 7EMP. CONSTRU0770N ENTRANCE. 6. INSTALL zmP. SILTFm2!;o, P, 4YBALES. 7. PROt90E C8 PROIE-OMV 8. BEGIN GRADING & BUILDING COVSIMICRM a-9S:�TA�RIL12Y�FAP�OSEV�AREX�SPER�FSC�NOM�-S.- 10. INSTALL DRAINAGE SYS. & 07HER U&I17ES It 17NAL GRADE, PA W DMES, INSTALL L, 11,11NDSCAPING. 12. RE7tlOt2" m T fE aCE .A Y BALES, CB PROTECT70N, CLEAN DRAINAGE SY57EM. NORTH GRAPHIC SCALE t� SUMP o O 10 O 40 1 " = 20' EX. 09 RE .3J9.9 - --- -� / i pp 0p PP - Ll -- �! OP r OP j PP EOC OF Z-,' PAWWO Gv --- �j FOG LINE ! FOG LINE FOG L/NE FOG L/NE M1�. ' 1 nk EX. SSrl1!/ IF-49 �EX. SSNH 12--50 ^3� RE 4. J 81 -- ` ry �+ ASPHAL r ROAO 238 T H. ST' , S. W. .i40.04 /E J236 L---``------SS-------- a ------- ------ -- SS ,�.i -----------------SS--;r----------- "S 20551 -_1 !E i1.84 J0IN75 /N RL MR FABRIC SHALL BE SPLICED AT POSTS: USE STAPLES, 2IV " BY 14 CA. HIRE OR HIRE RINGS, OR EQUIVALENT M EQUIVALENT, IF STANDARD ATTACH FABRIC TO P057s. S1RENGIN FABRIC USED v . ...... 113 FIL TER FABRIC -_ ry k. In k. - 8"{YW12'd TRENCH ''Q 6' MAX. P/ 0WOE 3X4 -1. 5" � POST SPACING MAY BE INCREASED HASHED GRA tiFZ /N TO 8' /F HIRE BACK/NG IS USED 7REN & ON BOIN SIDES Of FENCE FABR/C N07F: t7L 7F'R FABRIC fi- CES SHALL 8E OilTHE SURFACE. INSTALLED ALONG CONTOUR HHENEkER 2 X4" WOOD POSTS, SIEEZ POSSIBLE. ��T ff&CE Lr'£TA/L FENCE POSTS, REBAR, OR NO SCALE E-QUIVALENT RE7tfOVE EX. GRA PE Off t2" AND REPLACE WH 10' ASPHAL T ORlw lYX 1 FT THICKENED EDGE (SEE •5 r C-2) APRV WZ ONSTRA O GI�TY E-AVIN£ER 3 DA IF' O�q L/M113' OF CLEAR/NG W a a ` FLAG LIM175 OF• aEARING - TYP. L a •.J NEW 15 FT. INGRESS, L GRESS ANO U71LI77ES EASEM£1'7" � 0 LLJ Q { � I ° � 1 ° - � i• I i CONSTRUCT Tz- !P. E7VTTrIME lf1TN 4 !--8" QUARRY SAL LS M/N. 12" 7HICK AND 50 LONG 65.00 0 - - - - -- ------ - �-------------- -•--- -- -- - - - - a 1 N 89 40 47" K' 425 86 IWAS., 426.02 FLAT Ste, t FOG L/NE FOG L/rV • •--�„ 1 1 {,•'.------------------- t0W-------------------- - 10 C/ -------- Ip*v \4-, " c/ - MARYANNE ENS LOW /VOTE A PA Yi�ENT IN LIEU OF SIDEI/YAZIrS, CURBS, AND GUTTERS SHALL SE PAID BY DEl/EZOPER. 1-10127 238Tli STREET SW, EDMONDS WA 98020 0. T 1� G �F WA Ski F A�l ti 15569 :Ot4AL pSTERV ENO\ EXPIRES 3-15-02 .o zN O H cm N U1 � W H4i N H N 12 O T� r v 1 N <144 .0 N 0 00 Z a o 0 E W v, w E--, a W �p �z o U p � Z Q W U) a' Uw ►-+ z o to ww Lo l�9 0 0 N Q m 0 0 m N CD (D c:, 3t cl c 41 .r-j cv U 3 O u� c w / m L) a� O L d 4-1 01 ra w / VFR17CAL DA 17/M• ASSUMED; TO CL wmw TO OL YMP/C VIEW WA7ER & SEWER 0/57R/CT DATUM ADD 8.16 TO ALL EZEVAPONS. LEGAL DESCR/PT/ON.• THE HEST HALF OF THE WEST HALF OF THE NORTHEAST 411ARIFR OF 7HE NORTHEAST QUwTsR OF 7HE SOUIHIPEsr QU rER OF SECTION ,3 ,, TOiyNSH/P 27 NORTh; RANGE .3 EAST, W.M. /N SNOHOMISH COUNTY, WASH/NGTON,• EXCEPT THE EAST 65 fzFr OF 7HE WEST 100 FEET OF 7HE SOUTH 220 ic= 7HEREOF,- EXCEPT 7HE EAST 65 fFET THEREOF ;• AND EXCEPT THE SOUTH 20 fEET 7HEREOF FOR ROAD,• EXCEPT 7HE HEST 10 fEET IHEREG3 ;• EXCEPT THE NORTH 270 FEET THEREOF, S17UATF /N 7NE COUNTY OF SNOHOM/SH, STATE OF WASH/NGTON. TAX ,003627--0J-T 011-0005 ZONING = R-8 TOTAL AREA = 20, 981E SQ.FT. M�ARrA NE ENSL OW 10127 238TH. Sr SW EDMONDS, WA. 98020 IFL. 205-542--5429 CA5ZMCNT.• 7HE 15 FT. EASEMENT AS Sf/OWN ACROSS LOT 1 OF 1H/S SHORT SU,g,01W516W /S GRAN7ED TO THE OIINERS CF L OT 2 F6W INGRESS, EGRESS AND IIWL/7T PURPOSES. THE /MPROVEMETV75 Iff WIN 7HE 15 FT. EASEMENT ARE TO BE MA/NTA/NE?7 EQUALL Y BY 7HE oNvERS OF L 075 1 AND 2. AREA OF OR16YNAL PROPERTY = 20, 981-- SOFT. AREA OF LOT 1 GROSS = 12 971t SO. Fr AREA 6F LOT 1 NET = 8, 012E So.FT. AREA 6F LOT 2 = 8, 010E SO. Fr � S Q R R O � O wLLJ ,I u O W o 25' 12' 2' H 1 THICKENED EDGE Qly L/NE - 10 FL - 2" CZ B" ASPHAL T 0VER J" CRUSHED ROCK TOP COURSE OVER COMPACTED SUBGRADE. COMPACT ALL TO 95,' SCALE > "'=5' H,• 1'= 5' V �7 HOW FENCE 1ST FLR EL..-344. ,3 9A5EIW-NT EL. ,336. 9 1356 SIDE SEWER CLEANOUT o W can 6�N I8 VOL,19, N 89 47V8" Kl PIV, NO,2 P.121 IR2010 FENCE 90.00 RR ------ 1 Ir, 24 " FIR O �• BSBL-- 20" 17R I 175 O LOT 2 *7'- ------ 20"f7lr SFR. Nt I I 75 01119ASEMENT ' k I I i SEE DETAIL 11 0 • AiX GRACEL ORIkE SACKf7LL W/ CDF UNDER PA VFIJ PORTIONS OF TRENCH ,3,.39.75 " � 0E FN770N14N1-W 7RA770N 7. 1 w EZ 34.E00 f+ x SYSTEM (SEE DETA/LS) LOT �YIDIH ATM/OPO/NT OF SDCB , TYPE 2, 4.5' D/A.�9 t 3'�' `-tom `�''; I `� (= LOT 1 /S 70.0o f£E•T FROM RE JJ8. 60 • �s / NlJlF:• F7"G DRAIN I EAST L/NE TO NEW EASEMENT. /E .T32 50 (.�6� (�5 w BE L011EI? THAN �s" F/R 00 AROUNQ ILL ABODE /NF/L TAT/ON BED SEK£R NOTE BAC/fF LOT 1 �/NG ::.1• fROM LOT2, { o OF TRENCH UNDER PA h W COF /N PORTIONS7�- a, ?: , t R/C TYP. ,. 36 ALUM. _ �v tU.. 7.5 FAB .- F/L TER •,�� �7:-,;: 2% �:.. :, ,. �. CvN•sti •J T,a >�.� == .. 'Q PSG- uod 5 8 /NF/L TRA 770 ..c NECT A /N R C G� A O - ,3 OR p TO " 1 1 2 N ti' /�-%. D :A Y ,-�� 23 LF 6 S TRENCH ���� AND 2 FT :::' r�';-�.. '���•�,:� R� 3.37.95 1 FT BELOW PIPE -�,�;)� _• :•• 3.�8. O ,395 .,r-.. ;�20 BSBL: TO TOP OF P/PE •:>. :I�t ::.:;:.;' �%£,:. 3' . ON S/DES • ��„ REZOCA7FV0'47' IV 9�9 :r'.,: ,; �" ';c::r•' ' SDCB ,�1, '� -• r GUY IyIRE 65.00 NE :; : t: ,• FOR w >�. SIB k:.•r �z� X-e-1, :;:,.,.E•;• FENCE ON P P L :� :;,.::. CONTRA GE -rr w• ?�.L:• , 'i}•'•it,-•.•.•; .•�41Y" �.: � � EW RA�NA .,;:; : ;,; CL OL AN 8 /NF/L TRA T/ON _ LADDER • % • 1. - Y • � � ON�R ;_!�� ��'> -..;. - ION C i>r1 . Q � a EROSION NCH ;v l THE p 49" AL UM. CUP ,ROUND, UANHOLE COVER MARKED DRAIN WIZ OCK/NG BOL 75 RE ,3,38.60 F/N/SHED GRADE MH TOP SLAB POL YPROPYLENE LADDER SDCB #1, TYPE 2 4.5' D/A. On REF SECnON A -.4 COVER /E . .�70 6" PVC INLET ROl/ND MANHOLE MARKED 'DRAIN" W/ NO SCALE PIPE FROM TS. PLAN MDY RE 338 600E SCALE. > " - 2' ,gyp PROVIDE ADJUST/NG BL OCKS AS NEEDED. 76" MAX. 12" M/N. UNDER PA V/NG DRILL THREE ROWS OF HOLES AL TERNA TEL Y PROVIDE 2" D/A. AIR VENT A T 1' O. C. 6" AA10 J" ABOVE BOTTOM OF E 0W EX. GRA VEL DRI PE A T TOP OF CMP TO SDCB P/PE AND IN BOTTOM OF P/PE- EACH HOLE AND REPLACE KI1N 12' SHALL BE I" /N DIAMETER. HOLES SHALL ASPHAL T OR/VE W/ 1 f 33 2 LF, 3' AL U�1�1 CMP BE ON EACH S/DE OF P/PE. IH/CKENW EDGE 44 LF, 4' ALUM. CMP, 12 GA, FLA T _ END CAP 22 (SEE DETAIL A-AJ � A F/L TER FABRIC ON TOP p /E3,32.50 1-1/2" TO ,3" ORA/N S/DES OF DRAIN ROCK p ROCK 1 FT BEL OW ;� d SL 6 EAK CL OUT 47 LF, 6" SD 37.79 S - 1.0X 15 FT. INGRESS, EGRESS AND UnL/77ES EA-5y TENT 80 LF, 6" SO �5-Iox SLOPE BREAK w I-- 38.,�9 Q 15 z fjIOHT-OF-N CONSTRUr, REQUIREDPERMIT AND INSPECTION TEMPORARY CONSTRUCTIONREQUIRED ENTRANCE �1 �i' , MATERIALACCEPTABLE TIGHTLINE DR 35 SCH ,0 L .- e a h 3 �i o E4 h rr�� t1 NTACT OLYA TER/SEWER go EL(/D) J-To 50 V PIPE AND 2 FT ON /E ,332. 50 6" :i/DE SEfyFQ SECT/ON S/DES TO TOP OF PIPE S/OE SElfff CB , 2 \- �,V LOT 1, NO SCALE /E 3 50 3779 M/N. SL6Pk - 2% FIRE AND AID ADDRESS SIGN CLEANOUT =::> �; ?,ETENT/pN//NF/ TI?A 17�N SYSTEtI! DETi4/L S I 5 WA7TR SERVICE GN REQUIRED NO SCALE o FOR LOT 1 70 LF, 6" SD S - 1.01!' SPEC/F/CA TONS OOW SPOUT C6YLECTGI?? PIPE- AND STORM ORA/N PIPE- SHALL BE Pvc,, SOR ,35, AS7iW O-.30..34 AT 2." M/N/MUM SLG�PE UNLESS 07h�ERiffsE N07F0. FOOnNG DRAINS SHALL BE PVC, A57Y D-2729. ALL 0010V SPOUTS' MUST CONNECT TO THE ORA/NAGS SYS7FiV CBS SHALL BE T)-RE 1, 2 FT DEZ�P BELOW INVERT, wTH 1 FT LONG 7URNE0-00XV EZBOW! THE DE7EN176W SYSTEM CB SHALL SE TYPE 2, 4.5' DIA. CONNECT F0077NG DRAINS TO SDCB R ,OVEN770N PIPE S/-IALL BE ALUM CMP, 14 GA. S/DE SE ER PIPE SHALL BE PVC, MR 35, ASIX! D-J0J4 AT 2.' M/N/MUM SL OPE. YX TER SEP116F AND ME7FR SHALL BE PET? IIA7FR D/SIR/CT REQU/REMEI-VIS: 25 EX. CB EX- CB RE ,�,3,y,y - - RE 1116 QRAINA0 ©.4 TA EX. Q?A VEL OR/VE - .Y, 752 SF (IMPEPW10US) EX. LAWN - 9, 219 SF (OWWASH PA57URE) NEW ASPHAL TOR/VE - 4,475 SF (IMPERVIOUS% NEW HOUSE - 2, 02.T SF (/MPERK011S) NEW LAIfN - 9,,29J SF (OWWASH LAWN OBSERVED /NF/L 7RA PON RAIF' - 5 MIN14NCH DESIGN /NF/L 7RA77ON RATE - 20 M/N/INCf/ DES/ON STORM - 100 YEAR (0.081 CFS) O p - ' ��_ SLOPE BREAK MMH /VOTE: OR/12rWA Y a cm, IS 15�' APH/C SCALE B -nfEZW .T OPE BREAKS AND CB S JJ8 39 ,fY TO Z4 IHEN 2X fT?OM C6 ,¢ TO CUT - 189 CY .15 LOT 2. C/?OSS-SLOPE /S 2�' 0 10 20 40 J7�lRDUGHOUT. 1 " = 20' FILL - 69 CY `•°AA9 TO OR ca yspcno CITY ENGINEER ATE o SURF t; CB Z1 JTJ7. O o �� �s;: F NEW WA7FR METH? V EX. CB RE ,%i9.9 Pf �i o AND SERVICE" FOR s5 ov LOT 1 ° -' OP ['l 0• T / G �F WAS& FT tic � 15569 7 1 TEREO S/ONAE EXPIRES 3-15-02 V O O N V) R O 1 2 1 PP oP GV 3 S/DE SEN'£R CLEANO'✓T -TYP Gv ; t FOG LINE C06,C OF EX. PA PING 0 , FOG L/NE , —AT P/L AND EVERY 100 FT.. MOLINE EX. SSMH Z2-49 o / �� CONTACT OL YMP/C t,'EW TWA iYRQ r EX. SSMH 12-50d RE T T4.81 -- c� u I ASPHAL T ROAD ' D/SIR/CT FOR OETAAS) � RE J40.04 . 1__ t--------------- ---------- t-------- SS --- —---------------------- ----- - � �, � SS ----- m----- -- --SS ----�-----------------------5---T------- -- -- -- i 245.51 `v .—_._.--._.-•----------- ------- ----------------------- ---------------------- ------- _—----------•-•-----•-•-•---- ---- ........ `�--- ------- --- --------- --------------- --- —---- ---•-•-•---• N 8940"47" !y 42586 YEAS, 426.02 PEA FOG Inn FOG L/NE FOG L/rVE I,;•:,�--------------------- 10if/ ------ ------------------ ----------------- ------------ ------------------------------- 10" !Y------------------------------- -------------- r --------------!' -- - 10 C/ tTw � _ _��-__----- ---- " 10" a MAI�YANNE ENSLO-W N07E A PA IWENT /N LIEU OF S/DEXAL/(S, CURBS, AND W GUTTERS SHALL RE PAID L?Y DEI/EL OPER. 10127 238Tf I STREET SW, EDMONDS WA 98020 U z u10 N w O , h � h H � O N N `hQ h 1 N 1 .o N O a, a 3 V N� o f F+ a W H - m �Z 5 z o N V N OZ 3 z a W xw � �.� w ►--� Z wz w z NJV Z n w� V w� C) Li.. C-2 25 N 89^47'08^ V Ln CU 236 TH P7 --- ------ | -----' ------ | | | T C�Pff,,, 6LFN PIV, NO,21 VOL,/� k7 |'7| VL/i~|�7, F .|��| �7 | � 17 | CHRIS PEDERSON ) LCA BAR v St EL,336,8 / ---�-------- ' i � C_ -O [- -� -� M VERN MATTRIONI FS11 | | \ FRANOH0N � MARR | ] WOODFENCE / / -� | F_ | |P,-� ro-� � M APPROXIMATE |w | |[I x I S LS. 13 SEWER ON < TO BE CB RIM C11 RIM6L > C,)/ q ED OP O.P GV FOG LINE SS SS SS SEWER MANHOL] For, LINE FO LIN -FOG LINE ���`[l��[�`� ���T|�|���T� /��-\��/|\���_/\ �� CERTIFICATE /��r�|�_ ...,,......,,.' filed for record this .......... day Of ....' 7000 ot...... W in bOOk...Oi�........ at puge...ut the request of ALBERT W. CHENOWETH ........................... .................. .................. �--CORIDS | / | | -- --------� -- | 25 �U[}U�Y[l��'� p��T|�|�`�T� SURVEYOR'S `� CERTIFICATE |��r�|�_ This map correctly represents O survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the .................................. CERTIFICATE NUMBER .... 9567.......... Ln D] | JAMB THUL � y1 / . w r� . . / ( Surveys * Topography + Sanitation * Short Plats * Formal Plats CHENOWETH' �, ASSOCIATES, /\ -�[-�� |k]�` P.S.u4 n�����/,n|L`�, |/v\�,, | � Professional ` | Land �� | �[)|�����{}��/ ���u `�����W�rs _ �~ 1E130 Midvale Ave.N, STE A Seattle, Wo 33 (206)-542-2188 * (425)-672-8333 FAX A (425)-672-8333 \| � 40 O 40 80 120 Ccob/ 1" = 40' PLAT (N 89^40'47^ \/) 238TH. ST.3.\/. ACCURACY MEETC VAC 332-130-090. ` 05^ TOTAL STATION USED FOR A TRAVERSE, MONUMENTS SHOWN VISITED 6 JULY, 2000. LEGEND' ----' (E) DENOTES A TACK IN SOFT CONCRETE MONUMENT IN CASING. �DENOTES A 24^ x 1/2^ IRON BAR SET WITH A CAP #9567. DENOTES A DOUGLAS FIR. BCBL DENOTES A BUILDING SET BACK LINE. CB DENOTES A CATCH BASIN. FH DENOTES A FIRE HYDRANT. GY DENOTES A GAS VALVE. PP DENOTES A POWER POLE, VM DENOTES A WATER METER. VY DENOTES A WATER VALVE. VERTICAL DATUMi ASSUMED/ TO CONVERT TO OLYMPIC VIEW WATER & SEWER DISTRICT DATUM ADD 8.16 TO ALL ELEVATIONS. LEGAL DESCRIPTION: THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 36^ TOWNSHIP 27 NORTH' RANG[ 3 EAST' V.N. IN SNOHONISH COUNTY' \/ACHINGTONj EXCEPT THE EAST 65 FEET OF THE WEST 100 FEET OF THE SOUTH 220 FEET THEREOF/ EXCEPT THE EAST 65 FEET THEREOF/ AND EXCEPT THE SOUTH 28 FEET THEREOF FOR ROADj EXCEPT THE WEST 10 FEET THEREOF/ EXCEPT THE NORTH 270 FEET THEREOF/ SITUATE IN THE COUNTY OF 3NOHOMISH, STATE OF VADHINGTON. TAX #3627-033-011-0005 ZONING = R-8 TOTAL AREA = 20,981± SQ.FT. OWNER MAgYANNE [NSLOV 10127 238TH, CT. C.V. [DNONDC, WA. 98020 TEL. 806-542-5429 EASEMENT THE 15 FT. EASEMENT AS SHOWN ACROSS LOT \ OF THIS SHORT SUBDIVISION IS GRANTED TO THE OWNERS OF LOT 2 FOR INGRESS, EGRESS AND UTILITY PURPOCES, THE IMPROVEMENTS WITHIN THE 15 FT, EASEMENT ARE TO BE MAINTAINED EQUALLY BY THE OWNERS OF LOTS 1 AND 2. AREA OF ORIGINAL PROPERTY = 20.981± SQ.FT, AREA OF LOT 1 GROSS = 12.971± SQ.FT, AREA OF LOT 1 NET = 8,643± SQ.FT, AREA OF LOT 2 = 8,018+ SQ.FT. R E7, C !"; DV I r,& 10 ' _~__ IN THE' N.E. 1/4 S.W. 1/4, SE[ 36, T-27-N, R-3-E, \/.M. IN THE CITY OF EDMOND3, SNOHOMlSH COUNTY, WASHINGTON F­­TWO LOT SHORT PLAT FOR: CHKD, BY: SCALE: SHEET APPROXIMATE |w | |[I x I S LS. 13 SEWER ON < TO BE CB RIM C11 RIM6L > C,)/ q ED OP O.P GV FOG LINE SS SS SS SEWER MANHOL] For, LINE FO LIN -FOG LINE ���`[l��[�`� ���T|�|���T� /��-\��/|\���_/\ �� CERTIFICATE /��r�|�_ ...,,......,,.' filed for record this .......... day Of ....' 7000 ot...... W in bOOk...Oi�........ at puge...ut the request of ALBERT W. CHENOWETH ........................... .................. .................. �--CORIDS | / | | -- --------� -- | 25 �U[}U�Y[l��'� p��T|�|�`�T� SURVEYOR'S `� CERTIFICATE |��r�|�_ This map correctly represents O survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the .................................. CERTIFICATE NUMBER .... 9567.......... Ln D] | JAMB THUL � y1 / . w r� . . / ( Surveys * Topography + Sanitation * Short Plats * Formal Plats CHENOWETH' �, ASSOCIATES, /\ -�[-�� |k]�` P.S.u4 n�����/,n|L`�, |/v\�,, | � Professional ` | Land �� | �[)|�����{}��/ ���u `�����W�rs _ �~ 1E130 Midvale Ave.N, STE A Seattle, Wo 33 (206)-542-2188 * (425)-672-8333 FAX A (425)-672-8333 \| � 40 O 40 80 120 Ccob/ 1" = 40' PLAT (N 89^40'47^ \/) 238TH. ST.3.\/. ACCURACY MEETC VAC 332-130-090. ` 05^ TOTAL STATION USED FOR A TRAVERSE, MONUMENTS SHOWN VISITED 6 JULY, 2000. LEGEND' ----' (E) DENOTES A TACK IN SOFT CONCRETE MONUMENT IN CASING. �DENOTES A 24^ x 1/2^ IRON BAR SET WITH A CAP #9567. DENOTES A DOUGLAS FIR. BCBL DENOTES A BUILDING SET BACK LINE. CB DENOTES A CATCH BASIN. FH DENOTES A FIRE HYDRANT. GY DENOTES A GAS VALVE. PP DENOTES A POWER POLE, VM DENOTES A WATER METER. VY DENOTES A WATER VALVE. VERTICAL DATUMi ASSUMED/ TO CONVERT TO OLYMPIC VIEW WATER & SEWER DISTRICT DATUM ADD 8.16 TO ALL ELEVATIONS. LEGAL DESCRIPTION: THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 36^ TOWNSHIP 27 NORTH' RANG[ 3 EAST' V.N. IN SNOHONISH COUNTY' \/ACHINGTONj EXCEPT THE EAST 65 FEET OF THE WEST 100 FEET OF THE SOUTH 220 FEET THEREOF/ EXCEPT THE EAST 65 FEET THEREOF/ AND EXCEPT THE SOUTH 28 FEET THEREOF FOR ROADj EXCEPT THE WEST 10 FEET THEREOF/ EXCEPT THE NORTH 270 FEET THEREOF/ SITUATE IN THE COUNTY OF 3NOHOMISH, STATE OF VADHINGTON. TAX #3627-033-011-0005 ZONING = R-8 TOTAL AREA = 20,981± SQ.FT. OWNER MAgYANNE [NSLOV 10127 238TH, CT. C.V. [DNONDC, WA. 98020 TEL. 806-542-5429 EASEMENT THE 15 FT. EASEMENT AS SHOWN ACROSS LOT \ OF THIS SHORT SUBDIVISION IS GRANTED TO THE OWNERS OF LOT 2 FOR INGRESS, EGRESS AND UTILITY PURPOCES, THE IMPROVEMENTS WITHIN THE 15 FT, EASEMENT ARE TO BE MAINTAINED EQUALLY BY THE OWNERS OF LOTS 1 AND 2. AREA OF ORIGINAL PROPERTY = 20.981± SQ.FT, AREA OF LOT 1 GROSS = 12.971± SQ.FT, AREA OF LOT 1 NET = 8,643± SQ.FT, AREA OF LOT 2 = 8,018+ SQ.FT. R E7, C !"; DV I r,& 10 ' _~__ IN THE' N.E. 1/4 S.W. 1/4, SE[ 36, T-27-N, R-3-E, \/.M. IN THE CITY OF EDMOND3, SNOHOMlSH COUNTY, WASHINGTON F­­TWO LOT SHORT PLAT FOR: CHKD, BY: SCALE: SHEET �U[}U�Y[l��'� p��T|�|�`�T� SURVEYOR'S `� CERTIFICATE |��r�|�_ This map correctly represents O survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the .................................. CERTIFICATE NUMBER .... 9567.......... Ln D] | JAMB THUL � y1 / . w r� . . / ( Surveys * Topography + Sanitation * Short Plats * Formal Plats CHENOWETH' �, ASSOCIATES, /\ -�[-�� |k]�` P.S.u4 n�����/,n|L`�, |/v\�,, | � Professional ` | Land �� | �[)|�����{}��/ ���u `�����W�rs _ �~ 1E130 Midvale Ave.N, STE A Seattle, Wo 33 (206)-542-2188 * (425)-672-8333 FAX A (425)-672-8333 \| � 40 O 40 80 120 Ccob/ 1" = 40' PLAT (N 89^40'47^ \/) 238TH. ST.3.\/. ACCURACY MEETC VAC 332-130-090. ` 05^ TOTAL STATION USED FOR A TRAVERSE, MONUMENTS SHOWN VISITED 6 JULY, 2000. LEGEND' ----' (E) DENOTES A TACK IN SOFT CONCRETE MONUMENT IN CASING. �DENOTES A 24^ x 1/2^ IRON BAR SET WITH A CAP #9567. DENOTES A DOUGLAS FIR. BCBL DENOTES A BUILDING SET BACK LINE. CB DENOTES A CATCH BASIN. FH DENOTES A FIRE HYDRANT. GY DENOTES A GAS VALVE. PP DENOTES A POWER POLE, VM DENOTES A WATER METER. VY DENOTES A WATER VALVE. VERTICAL DATUMi ASSUMED/ TO CONVERT TO OLYMPIC VIEW WATER & SEWER DISTRICT DATUM ADD 8.16 TO ALL ELEVATIONS. LEGAL DESCRIPTION: THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 36^ TOWNSHIP 27 NORTH' RANG[ 3 EAST' V.N. IN SNOHONISH COUNTY' \/ACHINGTONj EXCEPT THE EAST 65 FEET OF THE WEST 100 FEET OF THE SOUTH 220 FEET THEREOF/ EXCEPT THE EAST 65 FEET THEREOF/ AND EXCEPT THE SOUTH 28 FEET THEREOF FOR ROADj EXCEPT THE WEST 10 FEET THEREOF/ EXCEPT THE NORTH 270 FEET THEREOF/ SITUATE IN THE COUNTY OF 3NOHOMISH, STATE OF VADHINGTON. TAX #3627-033-011-0005 ZONING = R-8 TOTAL AREA = 20,981± SQ.FT. OWNER MAgYANNE [NSLOV 10127 238TH, CT. C.V. [DNONDC, WA. 98020 TEL. 806-542-5429 EASEMENT THE 15 FT. EASEMENT AS SHOWN ACROSS LOT \ OF THIS SHORT SUBDIVISION IS GRANTED TO THE OWNERS OF LOT 2 FOR INGRESS, EGRESS AND UTILITY PURPOCES, THE IMPROVEMENTS WITHIN THE 15 FT, EASEMENT ARE TO BE MAINTAINED EQUALLY BY THE OWNERS OF LOTS 1 AND 2. AREA OF ORIGINAL PROPERTY = 20.981± SQ.FT, AREA OF LOT 1 GROSS = 12.971± SQ.FT, AREA OF LOT 1 NET = 8,643± SQ.FT, AREA OF LOT 2 = 8,018+ SQ.FT. R E7, C !"; DV I r,& 10 ' _~__ IN THE' N.E. 1/4 S.W. 1/4, SE[ 36, T-27-N, R-3-E, \/.M. IN THE CITY OF EDMOND3, SNOHOMlSH COUNTY, WASHINGTON F­­TWO LOT SHORT PLAT FOR: CHKD, BY: SCALE: SHEET Surveys * Topography + Sanitation * Short Plats * Formal Plats CHENOWETH' �, ASSOCIATES, /\ -�[-�� |k]�` P.S.u4 n�����/,n|L`�, |/v\�,, | � Professional ` | Land �� | �[)|�����{}��/ ���u `�����W�rs _ �~ 1E130 Midvale Ave.N, STE A Seattle, Wo 33 (206)-542-2188 * (425)-672-8333 FAX A (425)-672-8333 \| � 40 O 40 80 120 Ccob/ 1" = 40' PLAT (N 89^40'47^ \/) 238TH. ST.3.\/. ACCURACY MEETC VAC 332-130-090. ` 05^ TOTAL STATION USED FOR A TRAVERSE, MONUMENTS SHOWN VISITED 6 JULY, 2000. LEGEND' ----' (E) DENOTES A TACK IN SOFT CONCRETE MONUMENT IN CASING. �DENOTES A 24^ x 1/2^ IRON BAR SET WITH A CAP #9567. DENOTES A DOUGLAS FIR. BCBL DENOTES A BUILDING SET BACK LINE. CB DENOTES A CATCH BASIN. FH DENOTES A FIRE HYDRANT. GY DENOTES A GAS VALVE. PP DENOTES A POWER POLE, VM DENOTES A WATER METER. VY DENOTES A WATER VALVE. VERTICAL DATUMi ASSUMED/ TO CONVERT TO OLYMPIC VIEW WATER & SEWER DISTRICT DATUM ADD 8.16 TO ALL ELEVATIONS. LEGAL DESCRIPTION: THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 36^ TOWNSHIP 27 NORTH' RANG[ 3 EAST' V.N. IN SNOHONISH COUNTY' \/ACHINGTONj EXCEPT THE EAST 65 FEET OF THE WEST 100 FEET OF THE SOUTH 220 FEET THEREOF/ EXCEPT THE EAST 65 FEET THEREOF/ AND EXCEPT THE SOUTH 28 FEET THEREOF FOR ROADj EXCEPT THE WEST 10 FEET THEREOF/ EXCEPT THE NORTH 270 FEET THEREOF/ SITUATE IN THE COUNTY OF 3NOHOMISH, STATE OF VADHINGTON. TAX #3627-033-011-0005 ZONING = R-8 TOTAL AREA = 20,981± SQ.FT. OWNER MAgYANNE [NSLOV 10127 238TH, CT. C.V. [DNONDC, WA. 98020 TEL. 806-542-5429 EASEMENT THE 15 FT. EASEMENT AS SHOWN ACROSS LOT \ OF THIS SHORT SUBDIVISION IS GRANTED TO THE OWNERS OF LOT 2 FOR INGRESS, EGRESS AND UTILITY PURPOCES, THE IMPROVEMENTS WITHIN THE 15 FT, EASEMENT ARE TO BE MAINTAINED EQUALLY BY THE OWNERS OF LOTS 1 AND 2. AREA OF ORIGINAL PROPERTY = 20.981± SQ.FT, AREA OF LOT 1 GROSS = 12.971± SQ.FT, AREA OF LOT 1 NET = 8,643± SQ.FT, AREA OF LOT 2 = 8,018+ SQ.FT. R E7, C !"; DV I r,& 10 ' _~__ IN THE' N.E. 1/4 S.W. 1/4, SE[ 36, T-27-N, R-3-E, \/.M. IN THE CITY OF EDMOND3, SNOHOMlSH COUNTY, WASHINGTON F­­TWO LOT SHORT PLAT FOR: CHKD, BY: SCALE: SHEET =236 B0ePL.W. n TH P C�PM-, CZ�N PIV, NO,2 1 II 40 0 40 80 120 Scate, 1' = 40' I VOL. 19, p.12I 25 MERIDIAN1 PLAT (N 89°40'47' W) 238TH, ST, S.W. $ EQUIPMENT AND PROCEDUREi ;i'• w.';'' I ACCURACY MEETS WAC 332-130-090. 05' TOTAL STATION USED FOR A TRAVERSE. MONUMENTS SHOWN VISITED 6 JULY, 2000. ro, LEGEND, WOOD 3 FENCE T _ ® DENOTES A TACK IN SOFT CONCRETE MONUMENT IN CASING. x N 89-47'08' WPt Pt I • DENOTES A 24' x 1/2' IRON BAR SET WITH A CAP #9567. FOUND 9060 �E 1' IRON BAR A _~1ha ' M DENOTES A DOUGLAS FIR. 0.22S x 0.18W a B.S.B.L. tj OF PROP, CDR s/ `� +` 0 a BSBL DENOTES A BUILDING SET BACK LINE. Itj.5 m �j LC;'` 1... LOT 2 M"Ico � C CB DENOTES A CATCH BASIN. ZEMENT F.F. EL.344.3 z r, EL,336.8 DECK C� fD FH DENOTES A FIRE HYDRANT. {rt,li` 34os 15.7 S.F.R.5h" 'tj G GV DENOTES A GAS VALVE. } 1 W/BASEMENT r PP DENOTES A POWER POLE. 23.2 15.6 _ ____� z WM DENOTES A WATER METER. U 0.I WV DENOTES A WATER VALVE, 90.0 to I _ i ro ©" VERTICAL DATUM: ASSUMED) C I TO CONVERT TO OLYMPIC VIEW WATER & SEWER DISTRICT z I 7 51 I ( Ic ` a` z DATUM ADD 8.16 TO ALL ELEVATIONS. D I I I I Cl Ico Lnj�'`�I-,j LEGAL DESCRIPTION; LOT 1 go I0% v N I I cn £ THE WEST HALF OF THE WEST HALF OF THE NORTHEAST dI I I 2 v QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST N z I I ��`�' ( n QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W,M, IN SNOHOMISH COUNTY, WASHINGTONj d N 89'40'47' W _ --- -- N 6 .00 I EXCEPT THE EAST 65`FEET -OF-- THE WEST-`N4-FEET -OF' THE— 25. SOUTH 220 FEET THEREOF)--.--,. ' z f PP CYCLONE EXCEPT THE EAST 65 FEET THEREOF] AND FENCE rr-, w I z I EXCEPT THE SOUTH 20 FEET THEREOF FOR ROAD rn 14 ru col d I EXCEPT THE WEST 10 FEET THERE❑Fj 00 IL H EXCEPT THE NORTH 270 FEET THEREOF) SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGT❑N. -m 3$ b _ N 0 TAX #3627-033-011-0005 ri I ZONING = R-8 y C) a C I TOTAL AREA = 20,981t SQ,FT, rn ;a Z b imm CD i MAOWNER ANNE ENSLOW N o � I I 10127 238TH, ST, S.W. o - EDMONDS, WA. 98020 o i TEL. 206-542-5429 ID f 1 EASEMENT I d I THE 15 FT, EASEMENT AS SHOWN ACROSS LOT 1 OF THIS SHORT I I SUBDIVISION IS GRANTED TO THE OWNERS OF LOT 2 FOR 33� { INGRESS, EGRESS AND UTILITY PURPOSES, THE IMPROVEMENTS WITHIN THE 15 FT. EASEMENT ARE TO BE Uj MAINTAINED EQUALLY BY THE OWNERS OF LOTS 1 AND 2. iz APPROXIMATE I AREA OF ORIGINAL PROPERTY = 20,981t SQ,FT, NOTE; NO STORM I w SS INVERT I AREA OF LOT 1 GROSS = 12,971t SQPT. EL. 329t z AREA OF LOT 1 NET = 8,639t SQ.FT. �' a r AREA OF LOT 2 = 8,010t SQ,FT. SEWER ON w I. , T❑ BE CB RIM CB RIM 238TH, ST, S.W. > I VERIFIED EL.333,3 EL.333. w I �, U CB RIM P OP p� Pkl P 10 25,00 65.000_ a UP EL.339.9 SUMP GV V PP �I��r�� FOG LINE INE FOG © -- SS 0234 SLOPE SS ASPHALT ROAD SS 238 TIC. SS ST. S. W. 14�_ 205,51 _ S E p 0 6 2000 SEWER MANHOLEFae uNe �pcN�I '40'47' W 425.86 MEAS„ 425,02 PLAT FpG LINE SEWER MANHOL / l _' '/thy;' �1� ref, q�,�e # 2 50 , PL s�t���� U PT. CI RIM EL.334.81—to, cI Io• eI RIM EL.340.04 i� WV INV EL.323.6 WV io• Cl-INV,EL.331,84 _,,,,•A IN THE N.E, 1/4 S.W. 1/4, SEC. 36, T-27-N, R-3-E, W.M. FH IN THE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON RECORDER'S CERTIFICATE .... SURVEYOR'S CERTIFICATE Surveys * Topography * Sanitation * Short Plats * Formal Plats TWO LOT SHORT PLAT FOR, filed for record this.......... day of ......... 2000 at ...... M This map correctly represents a survey made by me CHENOWETH MA YAI�Tl�T.JE EN. , LOW In book ...... of ........ at page ...... at the request of or under my direction in conformance with the � ASSOCIATES, INC., P.S.. ALBERT W. CHENOWETH requirements of the Survey Recording Act at the MARYANNE ENSLOW JUKE DWN. BY: DATE: JOB NO. LS 2047 request of .....................in .............2000 Professional Land Surveyors ................... PAUL J. PISINGER 12 JULY, 2000 F.B. 174 P. 69 . 18130 Midvale Ave. N., STE. A ........... Seattle Wa. 98133 CHKD. BY: SCALE: SHEET MGR.SUPT, OF RECORDS CERTIFICATE NUMBER ....9567.....,..... (206)-542-2188 * (425)-672-8333 FAX C425)�672-8333 A.W. CHENOWETH 1" = 40' _ 1 OF 1 VER77CAZ DA TUM.• ASSUMED; TO awbFRT TO OL YMP/C tf,Ew N'AIFR & SEWWER D/SIR/CT DATUM ADD 8.15 TO ALL EZEVAAONS. LEGAL DESCR/PT/ON.• 7HE NEST HALF OF 1HE NEST HALF OF THE NORTHEAST QUAR7ER OF THE NORTHEAST "MIT ER OF 7HE SOUTHWEST QUARTER OF SECI70N J6, TONNSH/P 27 NORTH, RANGE J EAST, <f!i!!. /N SNOHOMISH COUNTY, #A' SH/NGTON,• EXCEPT THE EAST 65 fzFr OF 7HE WEST 100 FEET OF THE SOUTH 220 fEET THEREOF,• EXCEPT 7HE EAST 65 FEET THEREOF; AND EXCEPT THE SOUTH 20 f m-r THEREOF FOR ROAD,* EXCEPT 1HE WEST 10 aZ7' THEREOF• EXCEPT THE NORTH 270 fZFr 7HEREOF,• SITUATE" /N THE COUNTY OF SNOHOM/SH, STATE OF WASH/NGTON. TAX ,0J527--0.�,� 011-0005 ZONING = R-8 TOTAL AREA = 20, 981s` SQ.FT. ONNER• MARYANNE ENSL OW 10127 2J8711 Sr S1 N! EDMONDS, WA. 98020 IEL. 206-542-5429 EASEMENT 7HE 15 FT. EASEMENT AS SHOWN ACROSS LOT 1 OF THIS SHORT SUBD1kjS/GW /S GRANIYD TO THE ON VERS OF LOT 2 FCl? INGRESS, EGRESS AAV U77LI7Y PURPOSES. 7h'E /MPROW446 75 WITHIN THE 15 FrEASEMENT ARE TO BE MAINTAINED E"QUALL Y BY THE OWNERS OF LOTS- 1 AND 2. AREA OJT- OR167NAL PROPERTY = 20, 981% SOFT. AREA CF LOT 1 GROSS = 12, 974-1- SQ.FT. AREA 6F LOT I NET = 8, 012E 50. Fr. AREA CYO• LOT 2 = 8, 010E SOFT. • 2 ,. ROCK TOP COURSE OVER COMPACILD SUBGRADE. COMPACT ALL TO 959' QR/t2�'FC7QN A -A SCALE 1 '=5' H, >'= 5' V NOTE BACKF/LL ABOVE /NFIL TAT/ON BED W1 COF IN PORTIONS OF TRENCH UNDER PA V/NG F/L TER FABRIC- TYP. J 1- 1 2 TO J ORAIN ROCK 1 FT BEL AY PIPE AND 2 FT ON SIDES TO TOP OF PIPE 7 8' /NFILTRAT/ON ;t.';; rRENCH ;. 48 Al- UM. CMP ROUND MANHOLE COVER MARKED ORA/N lV/L 00=0 60Z TS. RE JJ8.60 FIN/SHED GRADE MH TOP POL YPROPYLENE LADDER sOCB ��, TYPE 2 4. 5' D/A. N BOT EL (ID) JJO.50 SECT/ON NO SCALE 5PZ_C/ram/CA TONS DOWN SPOUT CaLECTOR PIPE AND STORM DRAIN P/PE SHALL 8E PVC, SOR J5, ASTM D-JOJ¢ AT 2x M/N/MUM SLAE'E UNLESS OTHERWISE NOTED. F009NO DRAINS SHALL 8E PVC, AST! D-2729. ALL DOWN SPOUTS' MUST CONNECT TO THE ORA/NAGS SYSTFiiI. CBS SHALL SE TYPE 1, 2 FT DEEP 8EZOW 11VkERT, WITH 1 FT LONG TURNED-DOXN EZ80N! 1HE DETEN77OV SYSTEM CB SHALL BE TYPE 2, 4 5' D/A. CCWNECT F00171VG DRAINS TO SOCB R 0001 770/V PIPE SHALL SE ALUM CMP, 14 GA. SIDE FEHER FFF SHALL 8E PVC, SOR J5, ASIi3! D-JOJ4 AT .9T M/N/MUM SLOPE. {yA7FR SERt9CE AND METER SHALL BE PER lim7FR DISTRICT REQU/RExf w1_s. SECT/ON A -A NO SCALE �7 1ST FLR EL. J44. J 6ASEIW-NT EL. J96 9 H000 FENCE ISM SIDE SEWER GLEANOUT can 6�FN PIV, NO,2 o �8 VO�,19, Pr121 N 89 4708" JR200 FENCE 90.00 � I I ---------' •` -- r 24 — — — --"RR — — � i V 0 I `( -24" FIR 20" FIR I ` W 1 7.5 LOT 2 , , J6" RR 20" RR k DECK -Cr" ' 'IIV 75 ly/BASEAfENT 1 'SEE DETA/L I 30"17R ------•I h 9000 12" RR 24" F/R A X ORA cEz ORf6E' - JJ9. 85 BACKf7LL IV COF UNDER PA li£D POR774WS OF 7RENCH JJ9175 DE7FN770N/INFIL 17FA77ON SY.575V (SEE DETA/LS) SOCB R, T7'PE 2, 4 5' D/A. -� RE JJ8.60 IE JJ2.95 (6 /E XT2. 50 (J6 ..r,�..� J6" FIR ..\..<<�• �,. ����•�•' J6 ALUM. ::;` �� �., • =��. :��� ;�•��`• :=r•'��4- CMP i� r `, • k;: 8 /NF/L TRAT/ON x' ' , • : TRENCH ,L,._.::�;•., n..L, \r It r :r1 � TYPE 2 �'�•• y{'r is ''�l•.•�� •:•- ;;..: POL YPROPYLENE :`'::. :. 'a • LADDER A A 6" PVC INLET ROUND MANHOLE COVER P/PE FROM MAi;WFD 'DRAIN" IYI CB 4 PLAN WEW RE Tj8. 600E TS. , SCALE' I" - 2' PROV/DE ADJUST/NG BL OCKS AS NEEDED. 16" MAX. 6" SrDE SEWER fROM LOT 2, MIN. SZ 6PE- - 2X ti 2JLF, 6"SD " S - 1.0�' rJJ8 O RELOCATE GUY X/RE 0 �) W I- 7 ` Q ,obi � 1 P. N CB .� a RE J,�7.5.�5 /E JJJ70 °o 12 M/N. UNDER PA V/NG DRILL THREE ROIyS OF HOLES Al TERNA TEL Y PROV/DE 2" D/A. AIR VENT A T 1 ' O. C. 6" AND 3" ABOVE BOTTOM OF A T TOP OF CMP TO SOCB P/PE AND IN BO770W OF P/PE. EACH HOLE REMOTE EX. GRA 12'L OR/!2r SHALL BE 1 " /N D/A�i�ETER. HOLES SHALL ` AND RETLACE W11H 12' 2 IF,J AL UM. CMP BE ON EACH SIDE OF P/PE. ( ASPHAL T OR/IiE ,: / 1 FT 7 7IHICI NED EDGE 44 LF, 4' ALUM. CMP, 12 GA, FLA T (SEE DETAIL A-A� . END CAP / ` A f i' '; ,,..;;•::.:..-.. ;r F/L TER FABRIC ON TOP /EwJJ2. 50• 1-1 2" TO J" ORA/N' 4 & SIDES OF ORA/N ROCK ROCK 1 f BEL OX P/PE AND 2 FT ON /E JJ2.50 - S/DES TO TOP OF PIPE 4911NT/ONZINFIL IRA T/ON SYST�" D-TAIL S NO SCALE 25 EX. Q7 EX. CB Q RE JYJ-T -- RE JJj6 :"l► 40f?A//1/ACF DA TA EX. GRA l2L OR/1� - J,, 752 SF (/MPE7�ldOUS) EX. LANK - 9,219 SF (OU7WASH PASIURF) NEW ASPHAL T DRIkE - 4,475 SF (/MPERIOOUS) NEW MOUSE - 2, 023 SF (/MPERK011S) NEW LAW - 6,29J SF (OUIWASH LAWN) 09SERkEV INRL 7RA77ON RATE" - 5 AAW1fNCH DES/GN /N77L717A77ON RATE' - 20 M/N/INCH DESIGN STORM - 100 YEAR (0.081 CFS) SIDE SERER CB CLEANOUT RE a n� b 44( l5 . ------J.j9 r7 a '� 4!y' N O d'9 65.00 CYCLONE JJ81 J4 SLc- � FEVCE � K CLEANOUT •.: � � SLOPE B, EAK CL OUT 1 47 LF, 6" SD 5- fox 15 FT. INGRESS, EGRESS AND UTILITIES EASEMENT 80 IF, 6" SD s - Tor y SLOPE BREAK C) W J8a J9 Q g15 0 n N Z s SDE SEWER :55 = k. J7. 79 fR6W LOT 1, . W. SL lPE - 2Ar 50 t WA7ER SERWE FOR LOT 1 70 IF, 6" 529 S ; SL ORE' BREAK x— LOT W107H AT M/OPO/NT OF LOT 1 /S 70. 00 fZ"ET FROM EAST LINE TO NEW EASEMENT. (.off L1k�l 2 yousc �- Go��eGr �.t�d•i-t W . ,�.t. oft. 5.9. Cv>u5r"qw4 1-0 n�rsu p.•a,•1 CONTACT OLYMPIC VIEW WATER/SEWER DISTRICT ACCEP MAC ERIALH�INE SDR 35 SCH 40 N -12 F810 HANCOR RIGHT-OF-WAY CONSTRUCTION PERMIT AND INSPECTION REQUIRED ERICONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE TEMPORARY CONSTRUOTION ENTRANCE REQUIR50 N6W7H GRAPHIC SCALE O 10 20 40 1 " = 20' A O OR C6W- WU07011 n� r' C/JY ENGINEER bAIF o FIRE AND AID ADDRESS SIGN REQUIRED CB it � o JJ7. O r ` NEW fyATEiT ME1FR EX. ca RE .T �9. 9 �/E JJ5.20 AND ERKOF FOR 0 ;: s5 00 ; LOToP �- 15569 RFgSTERE� �FSS�ONAI. EXPIRES 3-15-02 Li O W O \ \ N O W W o O O \ 2 1 J I OP �— r PP i cv 3 S/DE sE-HER CLEANOUT -TYP ,r Gv I �� r 'FOG LINE EDGE OF EX. PAl4NG FOG L/NE , AT P/L AND EtERY 100 Fr. FOG LINE kf EX 5SMH 2 49 + 'r CONTACT OL w,o1c li1EW' HIAm-RA i '/' - t o r "� , 1 EX. SSMN ,�'2-50 RE .3:.� 6 -- t L L r ASPHALT ROAD D/STR/CT FOR DETAILS-__-__-__-__-__-__-__-1--\ RE J40.04 /E J2J6 i . L---t------- ------ ------ ! ----- ------ ------ -- --- ----------------- t SS -------m--------------SS ----� ------ --- -----SS -- 1- ------ -- SS ------- 205.51 /E JJ1.84 - `-,-------------- -- - -�- - -----------•---------------- -- - -- - - -�- - ------------ [� . j ----•-------- ---- r.., tt I N 894047" {Y 42586 MEAS., 426.02 PLA IGi 1.----ST_ \\ - ----------------------------------- i FOG L/N£ ` t FOG LINE FOG LIME f„t I F--------------------- 10'" !i------- ------------------------------------------------- --- 10 !YI --------------------------------- ---- --- -- --- ---- 10 C/ !!v MARYANNE LNSLO N07E A PA YMEN7 /N L/EU OF S/DEI41AL/(5,, CURBS, AND GLITTERS SHALL BE PAID BY DEI�EL OPER. --�` 10127 238TH STREET SW, EDMONDS WA 98020 lr/ z F--1 0 I T� N N Ln N c> N O 3 N~ � E-+ a W wJ m EZ z N 0 U •o O z tu W � a a W b � uw H z10 �z wwto to C-2 0 0 0 0 C%j CU c di cu m O co CU ti Z3 dJ 3 Q1 co cl CD C / 0 u) C W u) U QJ L a / Lo U Q] 0 L d J-7 C .ry O [I - CD 01 W EX. CB RE JXT, 11 N 894709" AV LEGEND: (D L1EWW A MOf AV SWT L1a'VDWW AODWSfDVrN Ci4SM �•J LMV7ES A 24' X 112' AWV SAR SST AM A CAP ,tRSt'Pd7. LdEWESA DAISM.. BSBL ZWOMY A BWAW MrRA6rLAtE CB LlEN0W A CAMV RAS M FH LtE7YbDlES A FADE IMWANT. GV AW07ES A GAS YALtE PP AW)FS A POAV? PfE wm L3EWIES A W47DP A67SP. w DEMOTESA MM? VALt£ LEGAL DESCR/PTlON.- AF M SrfULF a; MF M9r#ALF ar 7W A'O MAST WAo?MF Or ME Ai%?MV"r W 4R7SV ar MT 5W NAIWr W"" ar SECMV JS 7027 AMIN RAAW J EAST/ AKA".. AV _vvav imw Comm AYAsvw7m ems'r 7AF 2"Sr-ii- FMT deX fAFr ar ME SWN / s s`, / AM-mr 7AT E4Sr ff FMTs r / SMAPr MF #EYr 10 FEFr MgWar, Ora'ZraPr ME AWN/ MT AVOW, S MAX AV 7fi4<" CZVhV7Y ar SJVaVaU-W STATE ac'K4.SWWraV. AfiFA a- a AL P1 DW?Tr — ASM-* SMFT. AREA arLOr 1 Q4W - MMM MFT AREA arLOT t A4:7— 4&W 5LIFT. ARSA 4rLOT2 - 40tai- SLtfT. 0.T t. Gil j E 334.8 p -- t FOG LINE FOG' DW FOG LINE ^� 15569 /E 323.E • �_—_ �� —�' — ! AspHAL T ROAO �� 238TH. ST.: S. - SS--------ast° J ------------------------------ 205.51 EXPIRES 3-15-02 roc n U