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22017 94TH PL W.PDF111111111111 9221 22017 94TH PL W U5 CITY OF EDMONDS DAVE EARLING MAYOR 121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 o fax (425) 771-0221 www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT 1,2 C . IS913 May 4, 2015 MEMO TO: Edmonds School District Fire District 1 Verizon Northwest Edmonds Police Department SNOCOM Police and Fire Dispatch Edmonds Utility Billing SNOPAC Edmonds Public Works Snohomish County E911 Edmonds Building/Street File U.S. Post Office Edmonds Address Files Snohomish County Assessor's Office Lynnwood Disposal Snohomish County Information Services Comcast Cable Snohomish County P.U.D. Waste Management Northwest Puget Sound Energy Allied Waste Per the request of the Snohomish County E911 Office, in preparation of the GIS driven NWS (New World Systems) CAD (Computer Aided Dispatch) which is to go into effect June 2015, 1 have attached a spread sheet of corrected addresses for the City of Edmonds. These addresses were corrected due to an audit check by Snohomish County for even and odd addresses to be on the correct side of the street. The spread sheet contains parcel, owner, old address and new corrected address. Owners have been notified through a separate mailing. If you have any questions regarding this letter, please contact a City of Edmonds Permit Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future address change notifications. Sincerely, 6V1,;L9k"r11 - z Linda Thomquist Senior Permit Coordinator City of Edmonds Cc: file Incorporated August 11, 1890 Sister City - Hekinan, Japan Thornqufst, Linda From: Thornquist, Linda - Sent: Monday, May 04, 2015 3:06 PM To: Allied Waste; Angela Edwards; Bard, Mike; Cunningham, Diane; Curt Kiessig; David Baxter; Dowd Kim (kdowd@snopac9ll.us.com); Frontier; Jacqueline Amble;'Joanne Coughlin'; Johns, Kristin; Kenyon, Denise; Kuhnhausen, Kris; Lawler, Patrick; Linda Dolan; Matthew Crisler, McMurphy, Linda; PSE; Rohde, David; Sharon Euster; Silva; Steve Wheeler, Tammy McGowan; Terry Peterson; Thornquist, Linda; Tim Harris; Todd Merriman; Vicki Thoroughman; Westfall, John; Witt -Williams Vicki (vicki-whitt- williams@cable.comcast.com); Zulauf, JoAnne Subject: Important! City of Edmonds Address Changes EM4A Memo.pdf City of Edmonds 2015 Address C... Thank you, Linda Thornquist Senior Permit Coordinator City ofEdmonds 425-771-022o ext. 1336 Our hours arefrom 8anz to 4:30 Monday, Tuesday, Thursday and Friday. On Wednesdays our permit counter closes at noon. DATE: April 23, 2015 TO: FISCHER WILLIAMANTHONY 22018 94TH PL W EDMONDS, WA 98020 RE: House address changes for Enhanced 9 11 Current address: 22018 94TH PL W Parcel: 00873100000700 Snohomish County will be implementing a county -wide advanced technology system in June that will vastly improve police, -fire, and emergency medical emergency responses through the 9- 1 -1 system. In preparation for this event, Snohomish County Enhanced 9- 1 - 1 Office is validating all addresses located in the Geographic Information System (GIS) for emergency responses throughout the entire county. A recent audit by the county has identified a considerable number of buildings in the City of Edmonds whose addresses are not consistent with the approved protocol for addressing buildings, which could result in delayed emergency responses to those locations. The current address above has been identified as one of these. In an effort to cooperate with Snohomish County, as well as Fire District 1 and the Edmonds Police Department to improve fire and public safety for all types of emergency response, the City of Edmonds will be changing the above address to: 22017 94TH PL W The main purpose for this particular change is to properly align odd and even address numbers on opposite sides of the street, and ensure they are in proper numerical sequence. We understand that this change may cause you some inconvenience, and even some financial expense, and we apologize for that. However, please understand that the change will provide additional assurance that police, fire, and public works services are quickly able to find your address during your emergency. For your convenience, we have enclosed a USPS addressing kit, which will. help you make the appropriate notifications to your,,utilities, creditors, insurance companies, magazine subscriptions, etc. In order to be prepared for the. upcoming.upgrade to the E91 I system, we anticipate that this address change will need to take effect by June 8, 2015, the date when Snohomish County E91 I will implement the new technology. If you have any questions please contact Linda Thomquist, Senior Permit Coordinator for the City of Edmonds at (425)771-0220 or by email at linda.thomquist@edmondswa.gov. Best Regards, Leif Bjorback, Building Official City of Edmonds C: Fire District 1 of Snohomish County Edmonds Police Department Edmonds Finance Dept/ Utility Billing US Postal Service CITY OF EDMONDS USE US ZONE PERMIT NUMBER 90007 CONSTRUCTION PERMIT APPLICATION ljo,3 OWNER NAME/NAME OF BUSINESS ADDRESS SUITE/APT # LEGAL DESCRIPTION CHLUKI SUBDIVISION NO. LID NO. ku Z MAILINd-A-D—DRESS Lc-�-i-3— jf;�qjo —1 qf0 E57 g �L� 0 —1 51-79 jzA, c % Loily ZIP TELEPHJ)NL NUMBER OF WAY PER OFFICIAL STREET MAP. TESCP Approved 0 44 _7_7 EXISTING REQUIRED DED1,PATION K2 RW Permit Required G�_ 2C:�L Street Use Permit Req'd 0 NAME 43 Inspection Required Sidewalk Required AIC ADDRESS I MET it, LINE S IZE NO. PFJUR ES RV EC L P JIRED 1,- < Ae I NO 13 'k REMARKS /v,7,-A n,,77q Z CITY Tgj EPHONIF NUMBER D 67WIV 77 0 ^J J012 a V I D J0 9 V #OZ-4-7— cc ul uj L4 I - ts _1:z, NAME Z W ADDRESS 0[ ( __n e%A r ENGINEERING IEM14 DATED REVIEWED BY FC I _T"Y ZIP TELEPVONE NUMBER V -�Vo, 44, JAL Z 0 C1 C;LA7TNI "V7_c,-- —711 FIRE MEMO DATED: w REVIEWED BY STATE LICENSE NUMBER EXPIRATION DATE Pit "ZZ-91ck Legal Description of Prop&t� include all easements VARIANCE OR CU <� 08 # . SHORELINE # 0 SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT AL D LOWED PROPOF ILI :EXP Z"5 / '7Z1 I LOT COVERAGE. ALLOWED PROPOSED REQUIRED'SETBACKS (FT),, . FRONT SIDE REAR PROPOSED SETBACKS (FT.) 'FRONT IJR�IDE REAR _j Lu �T 15 �z _j pro Z T.rA=Unt.';e!lhk% Parcel No. LOT AREA , 3-0600 , � -_.SL'ANNING j1aVIEW.BY 1 �);") , IL - 6 CO -f1A CgNEW REMARKS RESIDENTIAL PLUMBING/MEC H ADDITION Ej.,COMMERCIAL OR :CPM,PLIANCE CHANGE OF USE p. REMODEL Q' APT'BLOG. r SIGN IM�,. GR FENCE FIREPAIR CYDS. HEC qD BY �TYPE OF CON-$TRUCTION CODE occu GROMI I x _FT)z I DEMOLISH WOODSTOVE SWIM POOL INSERT: r HOT TUB/SPA PECIAE INSPECTOR REQUIRED OCCUPA H GARAGE RETAINING WALL/ CARPORT .: OYES :��- LOAD Z ROCKERY RENEWAL R MARKS.' OF USE. BUSINESS OR ACTIVIUJEXPLAIN PROGRESS+ INSPECTIONS-' '08 Fz� NUMBER %.3 OF STORIES N 8 ER UMELL,NG.�� DIN CRITICAL AREAS ]NUMBE 71 e iuv go DESCRIBE WORK TO BE DONE (ATTACHIPLOT PLAN) NAL.I.NSPE.CTIOIN-REOUIRED,�,..� �Fl_41 VALUATION FEE PLAN CHECK,FEE HEAT SOURCE: GLAZING BUILDING Il' 1-77"T.) U-7 i'lla IN) —4- -WOF Plan Check No. q ?_ 5V5 MECHANICAL 6 This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, sidewolks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Pennit Application: 180 Days Permit Limit: I Year - Provided Work b Started Within 180 Days STORM DRAINAGE FEE (9 "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, ENG. INSPECTION FEE 30 vW) agrees to indemnity, defend and hold _j harmless the City of Edmonds, Washington, its officials, 2 cc employees, and agents from any and all claims for damages of < whatever nature, arising directly or indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT 3- 0 modify, waive or reduce any requirement of any city ordinance I nor limit in any way the City's ability to enforce any ordinance provision.' TOTAL AMOUNT DUE 115540 I hereby acknowledge that I have read this application; that the 0 1 I information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and state laws regulating construction; and In doing the work authoriz- THIS PERMIT AUTHORIZES This application is not a permit until ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance ano RCW 18.27. INSPECTION acknowledg in space provided. I (OWNER OR AGENT) DATE SIGNED DEPARTMENT JOLO 19-7 CITY OF OFF15L&ATURf TE EDMONDS ATTENV, CALL FOR RELEASED 8 1 D YE 2N+ IT IS UNLAI T USE OR OCCUPY A BUILDING OR STRUCTURE INSPECTION & UNTIL A FINAL IN PECTION HAS BEEN MADE AND APPROVAL OR ,A'CERTIFICATE F OCCUPANCY HAS BEEN GRANTED. UBC 771 O�2P ORIGINAL — File YELLOW — Inspector SECTION 10 102-87 Mir �u PINK — Owner GOLD — Assessor PROJECT REVIEW CHECKLIST PROJECT NAME: C�, PLAN CHECK #:q-�L --001 PROJECT ADDRESS: PLO RECEIPTDATE: 101"/C(�?- REVIEW-=D BY: (nifi I ate) PLAN. WATER COMMENTS FIRE BLDG. SEWERISTAPPT ENG.- Setbacks/Variance/Setback Adjustment -.1 Conditional Use Permit 2 ADB Requirements Other Zoning Requirements Underground Wiring Required .. ........ . r\ 5 Lot Slope 15% . . . . . . . . . . . 6 SEPA Environmental Checklist/Hydraulics Permit -.7 Tree Cutting Plan 8 Plat/Subdivision Requirements �Wo . . . . . . . . . . . . . . . . ............ ............ . . . . . . . ................ 9 Legal Description Verification 10 Quit Claim/Street Dedications ........... . . . . . . . . . . . . . —- . 11 ., Easements - Public/Private . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Engineering Storm Drain Review Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. Engineering,2-Z Inspection Fee 0 . . . . . . . . . . . Draigage Plan (On-Sito—& Setback - Top of Bank, Stream, Water Courses 17 Setback - Storm Drain Line Open Ditch - Existing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Culvert Required -1.9 Culvert Size �:20 Shoulder Drainage/Shale Open Runoff 21 Catch Basin Required . . . . . . . . . . . . . . . Driveway Slope & Vehicle Access Ld-e-5 '28 Sidewalk Required 24 Curb & Gutter Required Curb Cut For Driveway Required Street Paving Required 27 Right -Of -Way Construction Permit Require ::,:28 Street Name Sign Required Other Signing Required ............. . 3 0:::�:� Bond Required For Public Improvements 31 FEMA Map Check/Water Table 'Side SeWer Availability i -33 Calculate Sewer Connection Fee If No LID # '44 7,711 Create Street File ::.3 5 36 18 Existing Water Main Size Water Meter Size Service Line Size Water Meter Charge R quireel --t- Hydrant Required . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -3 40 Hydrant Size Existing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 Fire Line Charge Required - Sprinkler . ,Street Cut 43 )US 44- Reviewed By: FIRE PLANNING 7-M ENGINEERI CF. PUBLIC Woi�W PUBLIC WURKS DEPr R E C 0 R D OF C 0 N T A C T S 1 21 2 22 3 23 4 24 5 25 6 26 7 '27 8 28 RW PERMIT # DATE ISSUED RECEIPT # 9 29 10 30 11 31 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT # DATE ISSUE D RECEIPT # 14- PAID $ RECEIPT # DATE 34 1� 35 36 37 METER SIZE PAID $ DATE RECEIPT # 18 38 20 40 K A P PL- E R � I ASSOCIATES ARCHI P.11. SEE APPROVED PLAT MAF1 FOR DRAINAGE AND ERRO5ION CONTROL 1V1P0jT*d '23'UJ IN oil 58 YLI/ W K LOT 7 I McKINLLEY WOODS 3'33V 12.20, EXCAVATION AND GRADING 41'x(o0'x3'0EEF APPROX ExcAVATION FOR FOUNO. EQUALS 214 YARDS TO 13E 5AC< FILLED AND D16FERS OVER LOT FOR FINIS�-IEO GR*410-14 NO 1997 7 ;2 ."7%E AND-1EXCAVATION DATE: 4/30/111 .ffapp ter Associq tes. Architects. 13400 Northup Way Eaml., #33 Bellevue. Va. 98005 tel 206-641-5320 fax 208-841-5318 N 0,7 S,U N 15'.-. d+8 KAPPL-ER ASSOCXATES ARCHI P.11. Alto 5EE APPROVED FLAT. MAP FOR DRAINAGE AND 4T '�,`A L ERROSION CONTROL 7 1 4 N88 -.j A /ERAGE GkAPE,- r 45' 5 5L 6'At'"UPIPOINT +100 L Ev. 100 roN* �.MENT CA5F-:':'! 4W5 P.; 7c' U) 0; (P geT A A... C14 r ------------ z r ELEV.r]00' oi 4 3'23'LU 81.53' D --- ELEV.r. loi7 0 ( LOT 7 + McKINLEY WOODS 33'E 12.20' g --- j �-..ELEV. r EXCAVATION AND GRADING 41'x(o0'x3' DEEP AFFROX ExrAVATION FOP. FOUND. J EQUALS 2-14 YARDS TO 5E 15ACK FILLED AND DISPERSED WON OVER LOT FOR FINISHED GRAPE Nov I o .1991 CITY COPY ----------- T M M�11 DRAINAWAND EXCAVATION DRAIN XXE P -20 SE OU fik�LA FLAr :5TRE0 �'APP'Ksa �OT Af'R 80�8; 6F i McKit.�Lg* Luooc)s OV�ER -iAN C0NST&'--Tjj2N N41i .�HQNE 7.Ax -kEGA L PE&CRIPTION J05 V.- 210io DATE: 4/30/'51 Xappler .4ssodiates Architects 13400 Northup Way Eael, #33 Bellevue. Va. 98005 tel 206-641-5320 tax 208-641-5310 PLANNING DATA NAME: 6,V,05, 1�/c tq- I/ SITE ADDRESS: - 2201k N —DATE: . 1017,-02 ZONING: 9S, � PLANCHK#:,,. 117-,5qs PROJECT DESCRIPTION: CORNERLOT (Yes/No) FLAG LOT- _(Yes/No) SETBACKS: too Required etbacks: Front: -7 112 Left Side: 1Z Right Side: -7 Rear: Actual Setbacks: / Front: 75 Left Side: Right Side: Rear: Street map checked for additional setback required? ---(Yes/No) LEGAL NONCONFORMING LAND USE� DETERMINATION ISSUED -(Y/N) LOT COVERAGE: Maximum Allowed: BUILDING HEIGHT: Maximum Allowed: ctual Height: Datum Point: Muvv"'"-� C4 Datum Elevation: A.D.U. CREATED?: A16 SUBDIVISION: CRITICAL AREAS #: 4 - 12, -'I-j,9jVM SEPA DETERMINATION: E)(O� LOT AREA: 4 0004-411' OTHER: Plan Review By: - - - - --- - - - - "mq.1m L -1�41t IGHT CALC- 4. E3 103.1 C) i, 1041 AVERAGE GfRAbE 101.15, ACTU4'. ". 126.2 A ELEV-z nATHM F*n11,JT IeAn j .4 PLA C E-1' su LOT i", TREE APPRE 5.:�' LOT �gA: 8:05& 5F 0: McKINLEY WOODS ..,PLAN '&NEO': NATwAN cdN5TRUCTIQ E 1'11_12'10 X m -j I 5EE AFFIROVED FLAT MAP FOR UTILITY 5TU5 bUT!5 C4 �--i r ----------- C153'23"W 81.53' ELEV.003N 61190 RON! ARM / LOT 7 + McKINLEY WOODS '33*E '12.20' r- L 7. ELEV. 104'.*.'-:' OVE Y Joe 0. S-1040 OATI E: 192/2ie:0 Alappler 4ssocfalism Architects 13400 Northu Way Best, #33 Bellevue, Wa. U05 to) 206-64L-5320 fax 206-641-6318 5 .1031 D;,-" 1041 1 '01.151 12 2 ACTU -'=' (o. 1p� J A;. If A I 'I --1.- 0. KAPPL-ER ASSOCIATES ARCHI P.11. 5EE APPROVED FLAT MAP FOR DRAINAGE AND ERROSION CONTROL N86d5373V 51.53' Lim- a ---i r---- i : k Id J1 7lim. IF I I I I �,-E L E V.:: 10.,4' LOT 7 MCKINLEY WOODS 33'E 12,20' �.A EXCAVATION AND GRADING 41'xroVx3' DEEP APPROX EXC;4VATION FOP, FOUND.* EQUAL5 214 YARDS TO IBE 5ACK FILLED AND D15PERSED �q T FOR FINISHED GRADE ? 0 Nov- 1997- FILE - L( v 1TE:FLAN':,. ��DRAINAGE SCALEi. -21 A $U 50NISION - FegLL PLACIE .�QT!. AREA: 8,055 5F �LA N �.M KINLEt 'W0605 'OWNER - N'AqAANI'Ci:)N5T&C.T19N APDRE56:1-=-�� T �6AL PE,:/CRIP TON D EXCAVATION 0ATE: 4/3ditl Zappler Associates Architects. 13400 Northup Way Eami, #33 Bellevue, we. 98005 tel 206-641-5320 tax 208-841-53LO S�UN lz:.4;p KAPPL-ER ASSOCIATES ARCHI P.11. PEE I G4T d4bt.' k/EKA6E* GRADE r 101.15' AtTJUA�-4': 126 A DATPM -P'OI.NT. +100".. ��,A..,I,-ELEY.x]001 �MON�MENT CASE: W L U) LLI ELEV.zI00' A f-L Cr: ''5TREET:.AC) LOT AW A �-M KIZE* W06D5 NATbAN CONSTFRUC�Tj�2t� :f. '�E 5EE APPROVED FLAT MAP - FOR DRAINAGE AND ERROSION CONTROL - - - - - - - - - - ( LOT 7 + McKINLEY WOOD4 '33'E -12.20' .-ELEV.410 1 4' EXCAVATION AND GRADING 41'x(o0'x3' DEEP APPROX. EXCAVATION FOR FOUND. EQUALS 214 YARDS TO IBE 5ACK FILLED AND DISPER5ED OVER LOT FOR FINISHED GRADE MAORI% /�Nov l.: 4,D EXCAVATIO J05 0ATE: 4/30/tl Zappler Associate$:;: Architects. 13400 Northup Way E as.t. 133 Bellayus. Wa. 98005 tel 206-841-5320 (ax 208-841-b3is I I EX. Ce TOP-371.39 �77 LEGEND I n_ CB - STORM CATCH BASIN o SDMH STORM DRAIN MANHOLE f-.) SANITARY SEWER MANHOLE POWER POLE GUY POLE n KV WA TER METER 0.4 wv WATER VALVE V FH FfRE HYDRANT I G GAS UNE I w WA TER UNE p POWER LINE SEWER LIN E PROPERTY LINE X X--X- FENCE UNE FND MONUMENTICASE FIND MONUMENT UTILITY CONFLICT NOTE CONTRACTOR TD POT -HOLE. EX STDRA( LINE & EX WATER LINE 710 (2) NEEKS PRIOR TO CONSTRUC77ON START UP TO YERIFY POE ELEVATRAS AT PROPOSED STORM PIPE CROONG LOCAVON. S'.'A. 0+16, 13' RT AND STA 0+20, Ir RT PLACE RIGID MAU PADS BETIM PIPM- (SD-SD), (SID-11t), (2 LOCAIIONS! TYR) FRE HYDRANT ASSEMBLY STA. 0+26, 18' RT (PER OLYMPIC MEW WATER & SEINER DISTRICT STANDARDA SEE DETAIL) EX. SSMH SET MONIOCASE �-j TOP-371, 5 IE�E -364.03 IE NJ-363.85 Ws 129 Acp 11 w MAILBOXES MAIL%tK ONO "w mon w" MOM L NE V4., SE 114.9 SEC.25.w T.117N... R.3E... W.U. NOTE MAINTAIN 2' HORIZONTAL CLEARANCE BETWEEN POWER POLE AND EDGE OF ASPHALT EX. SSMH - TOP-373.01 IE(g)-365.01 IE(W)-364.95 SSMH IE(S)-365.01 & TO -.377.39 IE(E).-365.37 PIP IE(W)-365.27 IE(S)-365.49 . . ...... . . MAINTENANCE AGREENENTr 947H PL. W IS TO BE A PRIVATE ROAD MTH A MAINTENANCE AGREEMENT RECORDED ON THE FACE OF THE PLA T. CRAWL SPACE NOTE THE AIWIMUM CRAWL SPACE ELEVATION FOR ALL L07S 2 THROUGH 8 SHALL BE 374.00. op - SCALE: 1 - 30, 0 15 30 60 BASIS OF BEARING. EAST LINE PLA7 OF PINE ACRES - TSM SSMH @ENTRANCE DRAIEWAY- f1l lyf- LoVnlVLl1 LVI Z, OLr\. Z 220TH ST. S.W. c8 VER7M TUM AS -BUILT ELEV. W. ss MEAN LONER LOW WATER IE=364.95+8.06=373.01 ON TOP OF MH V7 213.69(P) vv v 195.66 146 80(P) FERRY DOCK. MAIN ST CITY OF EDMONDS �J. k �-j 112TH ST SW �ff 224TH-ST, Sw c 2297H ST. S VICINITY AfAP NOT TO SCALE NO! WIN am VMS, r % % .00 Iml, now som 11 � , . % Ww�mmw=vmO "w"4 � I,) N N % LEGAL DESCRIPTION 8*DI WATR- 1DI -WATER-4- L11 % N % % 2 it .1 . 1� % T 'WR TIER- 8DI 918 5_ N PARCEL 1: FH E,;( ce TYPE I FNC 67 ,"rOP-371.46 �A - 0 7- PARCEL A. c ERY '30, 111 IE(E)-369.94(12-RCP) py TICAL EX. CB TYPE I DEMOPER TO INSTALL W SOUTH 855 FEET OF INE NORTH 235 5 FEET or THE Ksr 3/tow OF THE No r IE(Iff)=369.91(f2 RCP) 10 cuRBSTA 0+33 EX. -STANDARD *sropm sr(w ouARiER OF THE NORTHEAST QUARTER OF THIE SOUTHEAST QUARTER OF SEC17ON 24 1k ' . w.* , I r0P=373.4 LOT 1 3q- HIGH INIV�SIrY TOW4SHIP 27 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHIN". -371., 71 It -SM&T NAME SIGN CW TOP O� STOP SIGN EX. 15' ORNWEINAY -9,974 SF IffEW 7 fi 1�22" R,60 I (SI I , VC W1 6" \VELLOW "StREET ENDSO.'\ SITUATE IN THE' C"rY OF "OHOMISK STATE OF RA"GTON. CONSTRUCT -3172.7f 4*PVC .8, �51 SF C EX. C-ARAGE 0 H IAA W.P. 6m LEMSINU 10'X 20'PA%EOD INSTALL 'NO PARKING SOUTH MBERS PARCEL B. r M TURNAROUND qT7r.) NO DEL TA RADIUS LENGTH I ON 9TEDXTRUDEiYALUAf. BLAMC CURVE TABLE OF HERE* SIGN % bA TA. 0+60L 10, -12 STOPPAR AN EASEMENT ACROSS THE RESTERLY 15 FEET OF THE SOUTH 125.5 FEET OF THE MORIN ft$ lbr' SFF cs kocmm- ntILD LOCA7 C1 84*26 '36m 35.00 51.58 FEET OF THE WEST 3110"fS OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE Li V ESMT FOk INGRESS & EGRESS SOUTHEAST QUARTER MR PURPOSES OF INGRESS AM EMESS, 1.21(11",.. -0-1 F-371.17�1 c THE WIES1SLY 15 FEET C2 6.3 #.35 '12 .35.00 38.84 '�Nf I A COP I OF THE 125' LAI ta C3 28*20'48" .35.00 17.32 I w%e OF THE 99RIMH 155.5' 03 SITUATE IN ME COUNTY OF SNOYMSH, STATE OF WA"GMN. CAP EAO IE-J70.87 C4 24*32'46" .35.00 14.99 L C5 50*45'08" 35.00 31.00 PARCEL 2: 14' C8 v4 C6 72008 '19m 25.00 31.48 7.5 Ap PARCEL A. 4 1 1 .. i t I I row L U I "1 30.5771 4u/ W) c) 0 C4 CN CATCH BASIN DESIGN INFORMATION C81 TYPE STA DESIGN AS -BUILT DESIGN AS -BUILT ADDITIONAL TOP EL Top EL /E /E INFORMA 17ON 1 1 0+15.3 RT 372.70 370.WE) 370.W*) W1 GRATE .370.50(S) 370.8%N� W1 SOUD 2 1 Ot 90 374.85 370,80(S, LOCKING LID RT 370.80( 370,80(E 1 3 2-5,1 +95 375.00 1370. N3 J70.Z4S CONTROL STRUCTURE 2� Rr 370.40(09 1 - 1370.40(E) SEE DETAIL 4 1 O+9� 11.17 L7 374.80 370.95(Vo W1 GRATE 5 I-L k S "B p,fi,_ � J75.16 I 370.40(N) W1 SOLID LOCKING LID 6 I-L 0+95 374.88 370.4W) W1 GRATE 7.17' RT .370.40(S) 7 2-48'2 ! 80 375.15 370.40(N) W1 SOLID 34' LT . 370.90(S) LOCKING LID 8 1 1 3+12 147'LT 374.57 I i 371.2,5(N) W1 GRATE I TYPE STA DEWGN TOP EL AS -BUILT TOP EL DESIGN IE AS -BUILT 1E AD0177ONAL INFORMATION C al 0 0+90 13' RT 372.35 370.85 W1 SOLID UD 0 v23+01 63.5' RT 375.20 371.45 W1 SOLID UO 0 913 2+87 68' RT 375.30 371.60 W/ SOLID LID CO 04 2!+73 66' RT 375.35 371.75 W1 SOLID LID YD tv 1 1+64 13' RT 372.65 371.15 W1 SOUD LID YD v2 2+34 13' RT 372.93 J71.43 W1 GRATE YD v3 1+64 88' RT 372.95 371.45 W1 GRATE PIPE DESIGN INFORMATION Mp q 311ED S 8� 13LK 2 10'PSBL F3 I!, 30 ".6 . mr/ TAIN 00 DRAW 0 GL4% A Xo It t Q 00 CIA OD R 00 CMRACC 9306 112: CC�NC. Z 6' WOOD 'N N 8815.3i?, W 95.1 A 16 C. 60 WI�QD FNC. 453,2-3� E 1.- 92.67 8 Z 53 j ROCKI"flL 115.00 77 -71 W, LINE OLAT or I' AF F HrMR`k� TERWE /2 W Y &AN N=8,051Tj cr CARACE .00 to 10* WN5 Pq SFR ELEV.-374.00 'FTIOV75 0 EILEV-4741. I AUN AO mn SFR tn sm '0324 a !N CRA%t SPACE CRAK SPA I I lop 7 LLo CRA K SPA CE co ,LOT 21 M.M,374.001*1 I -G=9,19 7- sl L 0101) I'N=(3,001 Sr co 017 W- PROME DRAINAGE SWALES rT_0 TO DIVERT LOT 2S SURFACE ROCKE RY N' So LLJ RUN-OFF M DRAWAGE SYSTEM, r sommia - . ..... . . ss. 0, MONSOON A_ 09(w) Lij 92.01 N 885827" 5' D FNC. THE SOUTH 9750 FEET OF THE NORTH 445 FEET OF THE NEST 311OTHS OF THE MORTWASt QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HEAST QUARTS OF SEC77ON 25� TOWNSHIP 27 NORTH, RANGE 3 EAST, WAI., IN SNoHOWqj CoUNTy, WASHINGMN, EXCEPT ANY POR77ON THMOF LYING WTHIN THE PLAT OF BE-THORIA TERRACE NOL Z ACCORDING TO 774E PLAT THEREOF RECORDED IN VOLUME 20 OF PLAM PAGE 95j REcORIDS Or SNOHOARSH COUNTY. WASHWGTON. SITUATE IN THE COUNTY OF SN0HOMfSH, STATE OF WASMNGTON. AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERIL Y 15 FEET �F INE'NoRIN .243 FW OF 7W NMn(EAST QUARTER OF THE NORTHEAST QUARTER OF m souncAsr QUARTER oF SAM SEC77ON 2.� EXCEPT THE NOR IN 3D FErr PfSEOF MR 220 IH S TREET S W.; AM TOGETHER WIN AN EA SEVENT FOR INGRESS, EGRM AND THE WS TALLA 770M, "A 17ON AND MAINTENANCE OF UTIU77ES OVFR, UNDER ACROSS, THROUGH AND UPON THE WEST 2() FEET OF THE HEREINABOVE DESCRIBED PARCEL .1 PAR= JL- PARCEL, AL L THE SOUTH 102.50 FEET OF THE NORTH J47.50 FEET OF THE WEST THREE XWtNS OF IW NORTHEAST QUARTER OF THE NORTHEAST QUARTS CF THE SOUTHEAST QUARTER OF SEC17ON 25,' TOWNSHIP 27 NORTH, RANGE J EAST, WM.. IN SNOHOMISH COUNTY, WASNI�G*4,. EXCEPT ANY POR77ON MWOF LMG WITHIN THE PLAT OF BETHORIA TERRACE* NO. Z ACCORDING TO THE PLAT IHSEOF RECORDED IN VOLUME 20 OF PLAM PAGE 9A RE02W Or SNOHOWSH COUNM WASFONGTON, I % . . - - I I ` Irl, I QUARTER OF IW NO"W" I. . lj,i ALSO, THAT P( 77ON OF THE REST THREE TENTHS OF TW NORIWAST F-4au -Wig QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 24 TOWNSMID 27 NORTH, RANGE 3 LrAST WA(., .4 C8 17.50 8.j5 ororAVIRTAN EX. SSMH DRAW OAX TOP-372.54 EX. SPR 366.1171- IEE :366 . 5 374.87 5 ILD J9332 ffrESE,�-J66.29,1' ORLE K FF-378.39 INSTALL STD. PUD COBRA PR HEAD LUMINAIRE PER PUD CB v7 L'O 6 L STD. PLANS (I Typ.) 4 SIA. 2+70, 2' LT OF PW'T 374.87 9;0?6 __j .17 80-07p 4. 35.65'LT 4.2(w) Lu IN SNOHOMISH COUNTY, WASMAIG114 DESCRIBED AS FOLLOWS SEMING AT A POINT 2315 FaT SOUTH OF THE NORTHWEST CORNER OF THE REST THREE TMTHS MEASURE�D ALONG THE WESTERLY BOUNDARY THEREOF; . THENCE SOUTH ALONG THE WESTERLY BOUNDARY A DISTANCE OF 9.5 FEEn- THENCE DUE EAST TO THE EAST BOUNDARY OF SAO KEST THREE TENTHS AT A POWT 243 FW SOUTH OF ME NORTHEAST CORNER OF. SAO WEST PfREE TENTHS ON THE EAST BOLVIDARY OF SAID REST THREE TENTHS� 714ENCE NORTH, ALONG SMWT BOUNDARY 9.5 FnT TO A POINT 235.5 FEET SOUIN OF 7W NORTHEAST CORNER OF THIE NEST MEE TENTHS: I . 'S-%. � :-� .:: .... . I i EMING PER CITY OF EDMONDS BOUNDARY LkW . .".. 1. 1 ... 1� . , �, r, 11 -.1 - .. .1.. a THENCE WESTERLY M INE POINT OF BE SET MONICASE JAPAJ LjLj ADJUSTMENT RECORDED UNDER RECORDING NO. -"07180.Ml; CARA STA.2+86.49 LOT 3 35.181T 374.57 1p (EIMG KNOW AS LOT A OF BOUNDARY LINE ADJUSTMENT NO. U-96-18 AND AP-96-51 N VER77CAL CURB EX. BUILDINGS TO RECORDED UNDER RECORDING NO. 9607180381). f. i TANA CI co e-.- �>t olf BE REA40VED OCT 2 4 1997 SITUATE IN WE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. X .z .9 I a 4'MOD FENCE CB 118 C� R . ',�. __ DRAINAGE NOTE 4� IIA W TO ALL ROOF AND FOUNDATION Bt VED AN EASEUENT FOR INGRESS AND EMESS OVER THE WESTERLY f5 FEET OF THE NORTH 243 FW DRAINS SHALL 'BE MINIMUM 40 ADS-N?2 OR PVC AT 1.0% 7 - - - - - - SLOPE AND CONNECT TO STORY .1 \ to DRAW SYSTEM. I am sm 2. 30 COUEC77ON PIPES TO BE 6' OW. sm m?a PROP= SM X(E) mjuu ..ftwt. PIPE IF MORE THAN 2 HOUSES CRAK SPACE CRAK SPACE CRAK SPACE ARE COLLECTED BY THE PIPE UZ- I ELEV-374.00 m."374.00. uj ELEV-374.00 10 11 mim. 2. QE) LO 3 L 0 1r, -4 5 LOTe 8,352 8,197 3 F 8,293,, SF Y :IF PIPE TYPE TYPE AS-6UILT LENGTH LENGTH AS-8UfLT SLOPE SLOPE AS -BUILT ADDITIONAL INFORMA77ON - P-1 8*-RCP 75' P-2 6"-Pvc 17* 0.4% P-3 1201vPvc 5' O.4X 80-pvc 13, 0,4% P-5 12'-PW 4' O.4X P-6 36-.rwp 167' 0.09 Svc- b"/1 P-7 36*-CUP Im, O.Ox SEE DETAIL P-8 8"-Pvc 1.0% SEE DETAIL P-9 61'_Pvc 0.4% P-10 6'-pvc 74' 0.4% P-11 60-pvc 70- 0. 4x P-12 T 6*-Pvc 1 75- 0. 4x 65. 00 ?5 4� OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAO SEC770M 251 TOWNSHIP 27 N6RIH. RANGE 3 EAST, W.M.: EXCEPT THE NORTH 30 FEET THEREOF FOR 220TH STREET SOUIHWST AND EXCEPT THAT POR770H LYING WTHW THE MAIN TRACT. S177JATE IN THE COUNTY OF SNOHOMISH, STAIr OF WASHINGIVY. PARCEL 4: RINTED UL 2 4 19Y/ LOT Z BLOCK Z PWE AM ACCOROWG TV ?HE PLAT THEREOF IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF SNOHOUISH C=0"UNNTY. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASMNGTON. SUBJECT TO THE EXCEPTIONS SHOW HEREIN. PARCEL 5: 60 KVOD FE.','.7_r' 6.1 f LOT 8 OF SHORT PLAT NO. 177 (8-82) RECOROEID UNDER NO. 8212130181, RECORDS OF SNOHOVfSH COUNTY, WASHINGTON. REV t? ft� 1A0/V7 _j E S e8*5.323` E SM ADDRM 9406 & 9332 78',32#52 65.02 If.3 DETENTION PIPE. cRA%t SPACE EL.'s RLL 07-03-97 220TH ST. SW. 65.01 C! 1 - P. 12 5.97 110.0f 0 10 f2 ROAD GRADEF, STORM DRAINAGE SYSTEM- DETEN77ON PIPE, RLL 06-12-97 EDMONDS. WA. 98020 5' WOOD FENCE S 88'53'2J" E f 0.6'(S) 14 ROAD GRADE, STORM DRAINAGE SYSTEM, SIGNAGE DESCRIPTIONS RLL 04-23-97 TAX ACCOUNT NO&' 252703-4-007-0002 252703-4-006-0003 6 52403-4-WQ-0000 5442-002-002-0009 252703-4-014-0003 REV NO. DESCRIPTION INITIALS - DATE ��09'�FN_CE (0)_ - -DRAINAGE PLAN ROAD & JAL raR E S.r.R. Lu IN' -, .. 4 .04 f 22124 A no mow" L PL CE NOT'FIELD LOCA 356-2700 bc L e tern Vol OR P096-140 MOM. -rveygrs APPLICANT CHARLIE NATHAN E. LINE PLA7 c 742-15500 OWWR, 9792 EDMONDS WAY STE_ 266 lav� MINNOW WMOMW WWWO ,I'M LOT 9 lip ED s;I wA., 98020 OF PINE ACRES momb me" PH: (425)_771-,727O____- 9,3224 S 10' SEWER ESA#7 LAND USE CONSULTANTS ow. fly ........ DATE PROJECT MANAGER SCALEE 10.01 JSM 10-18-96 T.L. - QUALL Y 301 CIVIL ENGINEERS LAND SURVEYORS a � S 88'5J25" E I EXPIRES 10126-A 0 q Dmom By F. 9. Na JOB NO. AL 10' DRAINAGE ESM7 � � summOO, - jjW0 SOUM rMnT. WA..98204 FAX (M)M-2"s fo " MEMO - R.B.N RING 96-058:C cr NE 114, SE 114.9 SEC.25, T.27N, R.3E, W.M. RIN I _j In 30' RIW *14 Ig + gx + S-0. 75% 't S-0. 75X t; cd cd t� 375 PROPOSED cd A ROAD 375 I so ca", pi %a, ox ---------- w ----------- em ------------------ Lill 14 cl rl CN� rl 75 RCP 00.4% 0 t 370 3701 L �_F_;FSVE; I - L CH Ce al 83 CB 68 919 i CS 7 C8 v4 -EX GRADE CS #2 C8 86 ca 05 1365 365 1+ 1 00 .2+00 3+00 _0+30 0+00 FROM STA. 0+&76 To 0+30 - CROW VARIES FROM STA 0+30 TO 2+24 - 2% CROW 95TH PL. W. PROFILE 1PRIVATE ROAD] FROM STA. 2+24 To 3+20.39 - CROW VARIES HORIZONTAL SCALE' 1; INCH 30 FEET . VER77CAL SCALE 1 INCH 5. 0 FEET ,,,r-HANDLE WTH LOCK PIN SIX EVENLY SPACED ADXSTABLE LOCK HOOK 0 HOLES FOR BOLTING r--n KITH LOCK SCREW TO FLANGE CONNECTION. 0 0 0 0 Lm Vw 0 /1 0 0 0 0 0 0 LIFT HANDLE SHALL BE ATTACHED PER MA XlAfVM OPENING MANUFACTURER'S RECOYMENDA77ONS. FRONT SIDE OF GATE ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MA TCHES. CLEANOUT / SHEAR GATE NO SCALE TOP EL - 375. 00 ROUND souD COVER MARKED "DRAIN" WTH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER. PAVEMENT MDTH 5.5" END PAVEOENT 0.50' 40 W CEMENT CONCRETE VERTICAL CURB AND GUTTER NO SCALE DETVITION PIPE TABLE - PIPE NORTH STUB SOUTH STUB P-6 NO STUB 24' CUP P-7 24* CUP 30, CUP W1 2- VENT PIPE MATERIAL: - GALVANIZED WTH TREATMENT I ASPHALT COA77NG - 2-213 x 112 in. CORRUGA17ON - 16 GA UGE - MINIMUM BAND SIZE 12* DETENTION VOLUME TABLE. REQUIRED STORAGE Z296 CF DESIGN STORAGE Z354 CF DESIGN DEAD STORAGE __392 CF r C8 03 TYPE I/ (54-DIA) 8" Pvc--, 0 0. 4 Z' PIPE SUPPORTS Joxo.9ca. ORIFICE 13 6* ELBOW BOLTED OR IMBEDDED 27(klN) IN C8. WALL, 0 MAXIMUM EL- 373.1400 SHEAR GA TE ORIFICE IF. MINIMUM ONE SUPPORT CONTROL ROD IE - 372.22 mnCE 13 - 2.1250 IE - 371.90 167'-36" CMP 8* RCP ORIFICE J2 - 150* 00.07. 0 0,4% st 8* RCP 010.4% SL ORIFICE 12 ------- 6' ELBOW 0.5 DEAD STORAGE j 1. 4'- 12" P VC IE 370.90 a 0. 0 If FR.O.P.TEE IE - 370.40 IE - 368.90 CLEAN OUT SHEAR GATE SEE DETAIL ORnall - ZJ* D(A. RESMCTOR PLATE 540STV. CB 06 SHOP DRILLED. (rrP.EACH ORIFICE) TYPE 1 -L SECTION VIEW NO SCALE CONTROL STRUCTURE CBv3 ITYPE 11-64"] DETAIL PLAN VIEW NO SCAL.E P-6 167-36" CMP 00.0% P-7 188'e-036" CMP 00.07. 2'�,24" CMP 0 0. Olwo ACCESS & UTILEWT (STARONING LINE) EASEMENT LINE 30-ACCESS & UTILEWT 15 3.0'- Y 70 20' PAYED ROADWA VER77CAL CURB & GUTTER (TYP.) (_5EE DETAIL) 0..51 2#w. 0.5' 2. 0% SL 2. 0% A ZT, --- ------- EX. GROUND 2" COMPACTED DEPTH CLASS "B* ACP EX. FENCE 2" COMPACTED DEPTH CSTC KEYSTONE RETAINING WALL 3.0' MAX HEIGHT TO BE INSTALLED -4" COMPACTED DEPTH CSBC PER MANUFACTURERS RECOMMENDATIONS - - APPROVED SUB -BASE (TYP. -BOTH SIDES) P TE ROAD CROSS SECTION ITYPJ RIVA W SCALE 195.5' CENTER TO CENTER 4" VENT PIPE 188 36' CUP S- 0.0% _j [El 0.5' DEAD STORAGE a ---------- -------------------------------------------- ------------------------------ 7 ---------- 7 ----------- 2,-,24" CUP 2,- 3V' CMP J CB *7 CB u6i C8 TYPE Z 480 C8 TYPE I-L 172.75' CENTER TO CENTER 16 7' 36" CUP S 0.0% OWDEAD STORAGE ------------------------------------- ------------------------------------------------------ 2,-, 2 4" C M P ca #3 OB 115 CD TrE 2, 54" , CB TYPE 1-L W1 RESTRICTOR SEE DETAIL DETENTION STRUCTURES N.T.& EX. GROUND, Go WASHED ---,_,A - DRAIN ROCK 6 PERF PIPE wlerlL TER 24- FABRIC SLEEVE CURTAIN DRAIN N. T. S. APPROVED ROAD SUB -BASE. MATERIAL ROAD SUB_E;ASr MATERIAL SHALL OUT WSDOr/AWA STANDARD SPECInCATION 9-03.14 GRAVEL BORROW OR APPROVED EQUIvALENr. MATERIAL SHALL BE PLACED AND COMPACTED TO 95X MODIFIED PROCTOR IN UFTS NOT EXCEEDING Ir. GENERALNOTES 1. ALL CONSTRUCTION SHALL, COWON TO THE SWARD SPE"17ONS FOR ROAD; BRIM & MUNICIPAL CONSTRUCITON AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDAIONDS� AND ANY REOVIREMENTS ES TABUSHED AT Cf TY HEARINGS ON THIS PLAM! 2. ALL MMUC770H IS SUBJECT TO THE INSPECTION BY THEcrTy0F EDMONDS AND THE CONTRACTOR SHALL NOTFYIHE CITY OF MR SCHEDULE IN SUFFICIENT 771WE TO PERMIT INSPECTION PRIOR TO AND DURING THE WORK J. THE CONTRACTOR SHALL, BE RESPONSIBLE F'OR THE INSTALLA71ON OF SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MAWERS WIH THE LENGTH AND DEPTH OF THE, LATERALS AND TEES ?NSCRfBED .ON THE MARKM AND PRIOR TO BAMLLING.�; 4. THE CONTRACTOR SHAU N077FY WE CITY OF EDMONDS DEPARTMENT OF PUBLIC-NORKS IN TIME TO PERMIT INSPECTION OF WE WE SEWERS PRfOR TO BACIMlING. 5. UPON COMPLETION OF THE SITE IMPROVEMENTS' AND t#*�IMROUND U17UTIM THE CONTRACTOR THROUGH:NS CONSULTING ENGINEER SHALL, RIRNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WOM INDICATED THE LOCA17ON OF ALL, SITE IMPROVEMENTS WCLUDING SIDE _%WRLATERALS OR MS WATER UNES OR OTHER PERTINENT INFORMA TION. 6. UNDERGROUND WRING REQUIRED WITH STREET UGHIING. 7. WATER SEERWCE WITH METER PDX AND CUREI SiOP REQUIRED FOR EACH LOT. 8. THE CONTRACTOR SHAU ARRANGE FOR AND MAKE AIR TESTS OF SANITARY SEM AND SEM CONNECTIONS UNDER THE SUPERWSION OF THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE- LAIRALS TO BE 6" CONCRETE PfPF, OR A V C. CONFO#W/NG TO SOR 3034 STANDARD& 9. EXISTING UNDE�RMND FACFUITES HAVE BEENiSHOW ON THIS DRAWING FOR THE PURPOSE OF AS90NG THE CONTRACTOR AV LOCATING. SAO FACRJ17ES IN ME FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING,MTH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PRaECT LIMIM THE CONTRACTOR SHALL BE SMELY RESPONSeLE FOR ANY DAMAGE TO UNDERGROUND FAMJIIES RMX71NG FROM HIS OPERATIONS i 10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC17ON IS IN PROGRESS. It. IT SHALL. BE *E RE'SPONSIBILITY OF THE CONTRACTOR TO CLEM, FLUSH, DISINFECT WOE APPLICABLEAND OBTAIN SA17SFACTORY APPROVAL FROM THE CITY OF EDMONDS REGAONG ME QUAUTY AAO INTEGRITY OF EVS77NG WAYS LINES, SANITARY SEWER LIN& SIM LIN& RM170M SYSTEM, M WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE OEM ENOM 12 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WTH wSO.D.T/A.P.WA. STANDARD SPECIFTCATMS�OR AS DIRECTED BY THE CITY OF EDMONDS. 13. ALL LOCATIONS OF EXISTING UTILIIIES'SHOWN AiRE A4ROXIMATE AND IT SHALL. BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE EXACT LOCA77ONS TO AVOID DAMAGE OR DISTURBANCE 14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE AD.)USTED UN77L IMMEDIATELY PRIOR TO PA14NGL 15. THE TEMPORARY V?OSIONISEDWERIA11ON CW*M FAOIJTY SKALL BE CONSTRUCTED PRIOR TO ANY GRADfM OR EXTENSIVE LAND CLEARING AV ACCORDANCE WTH THE APPROVED TEMPORARY EROSIONI�MMENIAIION CON IRM PLAN THESE FA CIIJ 17ES MUST BE SA 17SFA C TOML Y MAWTAINED UNIX CONSTRUCTION IS COMPLETED AND ?HE POTENTIAL FOR IN SITE VWON HAS PAM. i 16. ALL REOUIRED STORM WATER RETWORIDETE14770N FACILITIES MUST BE CONSTRUCTED AND IN OPERA17CN PRIOR TO ANY PAWG UNLESS OTHERMSE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 17 DRAAVAGE STRUCTURES NOT ON PUBLIC RICH OF- WAY SHALL HAVE LOCMG LIDS. 18. ALL DtS77jRqED gWACES SHALL BE SEEDED WTH TOUGH. HARDY. FAST GROWNG GRASS UNLESS LANDSCAPINGItROStON CONTROL MEASURES ARE EMMOYED. 19. UNLESS OTHERWISE NOTED ALL. STORY DRAINAGE PIPING r. 120, le- 24* & 36m INCLUDING OM77ON PIPE WU BE 16 GAUGE GALVANIZED STEEL AND SHALL. USE TREATMENT I. i '20. GRASS SEEDING WU BE DONE USING AN APPROVED TYPE HVRO- SEEDER, OR AS OTHERWISE APPROVED By THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. ME PERFORMANCE BOND WILL. NOT BE RELEASED LIN77L THE GRASS IS ESTABU-SwRED UNLESS OI?`fERNSE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PMX WW& 21. PfPING SPECIFICATIONS AS NOTED. 2Z AU SIM PARTS WU BE GALVANIZED AND WTH TREATMENT it (ASPHALT COATED). 23 ALL, WORK AND MATERIALS FIOR INSTALLATION AND CONSTRUCIM OF SEWER, WATER. AND UNDERGROUND POWER SHAU CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WIN THE CITY OF EDMONDS AND SNOHOMI-94 COUNTY P.U.0. NO. f STMOARDS SEEDING Affir PROPORTIONS PERCENT PERCENT URBAN APPLICATION By WEIGHT- PLet GERWVA 77ON KENTUCKY BLUEGRASS 3ox 85X 80% (BfRKA, BARON OR FYWNG) CREEPING RED FESCUE (PENNLAWN). 40% 98% 9ox PERENNIAL RYE (DRBY OR PENNANT) 30% 95X 9ox -SEEDING: APPLY APPROPRIATE AoxnpE To WE PREPARED SEEDBED AT A RATE OF' 120 Ib81AW_ COVER THE SEED WTH TOPSOIL OR MULCH NO DEEPER THAN 112 WCH. jut , " I - pry 15 RLL 1-10-97 1 41 mwmm� A'_n, F. j go� 'g R IOUN 8.27M Am 4'4' QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE N.TS. �Ik T. E. S.C. NO TES 1. INSTALL TES.C. FACU77ES AS COND177ONS WARRANT OR AS DIRECTED BY CITY OF EDUONDS INSPECTOR. 2 ESC MWM REQUIR&'OT — STABIUZA77ON OE Er-OSED AREAS, ALL SOILS EXPOSED BY LAND DISTURBING ACTIW71ES SHALL BE STABILIZED By SUITABLE APPUCA 770M OF' BMPS� INCLUDING, BUT NOT LIMITED TO, SOD, H)DROSEMNO, OR OTHER VEGETATION, PLAS77C COWMMG. OR MULCHING. ALL 9WS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS SHALL. BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE(TYPICALLY, NO SOILS SHALL RLvAw EXPOSED FOR MORE -THAN M (2) DAYS FROM OCTOBER I MOUGH APRIL 30 AND NO MORE THAN SE-VEN (7) DAYS FROM MAY I THROUGH SEPTEVKR 30). I INSTALL SEDIMENT (2 TIP.) NE 114., SE 114., SEC.251 T.27N.9 R.3E, W.M. RL M FABRIC (ABOVE WRE WSH) PEA GRAIEL 12"AOMDEP7H WRE MESH (POULTRY NET77NO) CAMW BASIN W1 GRATE FXIM WATER SEDIMENT HARRIER N. T. S. -y-r f "27, -K7z1 220TH ST. SW. T_ - - — - — - — - — -- v TER 80DI— % N— — — — — — — — — — — — — EX. CARRAC-F CONC . D --p I Irm R Y T ICONSTRUC77ON EN1RAMCE 160 ESM'T FOR INGRESS & EGRESS (P THE WESTERLY 15 FEET,—' OF THE SOUTH 125 OF THE NORTH 1555, F7L TER FABRIC k& FENCE EX, 60C. u OD % 00 00 cy) zo 60 FNC.__ SO D, INC. '374 LOT �Lxr op 7 w LINE BETHORK TERRACE 12 GARAGE EX. SFR 9 24 3 37 54 1 ul Ann"% L 0 R MOJ\CD TO BE '00, ammoo ammom offimmob a" ammmrf iNF, :GT. Y-11 5' WOOD .. . ..... . . . ..... ...... ...... ......... ... .... . ... . . . ..... ........ . . . .... ...... c 6 N EX. SFR C5 19332 FF-378.39 4 Y", GARAGE L4j PROPAND TANK I .4 EX. BUILDING BE REMO C-1 '7Z� L TAW TO Bt MO VED - - - - - - - - - - - - - / A \ 1 1 to /* .1 �j D FEN�E ""V-ft LOT 4 "J 40T 3 LOT 5 w378000 376.3 GJ76.3 LEGEND C_�] CB STORY CATCH BASIN 0 STORM DRAIN MANHOLE -..SDMH SANITARY SEWER MANHOLE POWER POLE GUY POLE 0 WV WA TER METER "w WATER VALVE rJ FH FIRE HYDRANT 0375.2 SPOT ELEVA77ON 9 — GAS LINE W WA TER LINE POWER LINE 5-5 SEWER LINE PROPERTY LINE X—X— FENCE LINE FND MONUMENTICASE FND MONUMENT --41- FILTER FABRIC FENCE SEDIMENT TRAP WAC 332-130-100 INMWNT USED : WILD TC - 1010 SURVEY PERFORMED BY FnD MVME WAC 332-130-M SURVEY STANDARD AS PER WAC 332-130-M, PART (1) (C). CONSTRUCTION SEQUENCE 1.) ARRANGE FOR AND ATTEND PRE-CONSTRUC77ON MEE77NG WTH OTY & EDMONDS SITE INSPECTION. 771-0220. 2.) CALL DIALDIG (UTILITIES UNDERGROUND LOCATION CENTER) 1-800-424-5555. J.) ERECT RLTER FABRIC FENCt,SMMENT BARRIERS, SEDIMENT MAPS, & CONSTRUC77ON ENTRANCE. 4.) CLEAR AND GRUB SITE. 5.) ROUGH GRADe ROAD PER GRADING PLAN. 6.) INSTALL SANITARY SEKR PER PLAN. 7.) INSTALL OTHER UTU77M STORM DRAINAM DETEN770M SYSTM POWER, TELEPHONE ETC &) FINAL GRADE AND. PAVE. 9.) HYDROSEED, MULCH AND PLANT LANDSCAPE 10.) REMOVE THE REMAINING TEMPORARY EROSIONI SEDIMENTA17ON CONTROL ONLY ;tFTER SITE HAS BEEN STABILIZED AND CITY OF EDMONDS SITE DEVELOPMENT INSPECTOR HAS APPROVED 7W REMOVAL. 11.) CLEAN UP STORY DRAINAGE SYSTEM. GRADING OUANTMES: CUT vo C�uycfa FW-L.- 4000 CuYd& (GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH DO NOT ACCOUNT FOR SOIL - SWELLING & SHRINKAGE.) DATE: 21 LA q _q I CITY ENGINEER FERR Y 0OCK MAIN ST Pol 01 TV CITY OF EDMONDS �t T 2127� ST. SW u_j Saki W�:- Lo 5r 220TH;ST. Sw Q, 224TH ST_ $w____ 297-H L. k W VICINITY AIAP NOT TO SCALE SCALE: 1" 30' MEN= 0 15 30 60 BASIS OF BEARING. EAST LINE PI AT d F PI�E �CRES TBM SSMH OENTRANCE DRAC6Y' T NE CORNER LOT 2, ULK. AS —BUILT ELEV. W. VER9! TVA' IE=364.95+8.06=373.01 :ON t-OP: OF' A(H MEAN LOWER LOW WATER NOTE# LOT 9 IS INCLUDED FOR PURPOSES OF C0NVE`rNG LAD. iOT 9; IS FULLY DEvnopED WITH IrS OWN ACCESS AND DRAINAGE. CONVEYANCE OF THE LAND WLL NOT IMPACT ANY BUILDING SET BACK REQUIREMENTS NOR MLL IT INCREASE THE PERCENTACE OF DEVELOPED LAND. CALL 48 HOURS BEFORE, YOU DIG PRINTED 1-800"424-5555 JUL 2 4 IVV/ WESTEM11 SJ"VEYOFS, I"IC-. UTILITY CONFLICT NOTE: CAUTION: THE CONTR4CTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DINEMION, AND DEPTH OF ALL EXIS71W U77LMES WHETHER SHOWN ON THESE PLANS OR NOT. BY POTHOUNG THE UTILMES AND SURVEYM THE .HORrZONTAL AND VERTICAL LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 I-M-424-WW AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SND U77LMES AS SHOWN ON TME PLANS ARE BASED tMN THE UNVERIFIED PUBLIC INFORMATION AND ARE SU9JLrCT;T0 VARIATION. IF CONnjCTS SHOULD OCCUR. THE CONTRACTOR SMALL CONSULT WES1E#N SURVEYORS. INC. TO RESOLVE ALL PROBLEVS PRIOR TO PROCEEDING WTH CONSTRUCTION. SIT ADORM 9406 & 9332 220TH Sr. SW 5' WOOD FENCE RIL - 6-12-97 EDMONDS, WA. 98020 REV, 02 SITE GRADING 6' WOOD "FENCE RLL - 2-28-97 REV. 01 DETAILS TAX ACCOUNT NO'& 252703-4-007-0002 252703-4-006-0003 71 - OA TE 252403-4-009-0000 5442-002-002-0009 252703-4-074-0003 w w t ( (D F(ozdl -, R,_- REV. NO. OESCRIP77ON INITIALS EX. 5'. F. R. to NOTI I.J.) .1 E. LINE PLAT wm� ML OF PINE ACRES LOT 9 10' SEWER ESM7 F-F) 0 Jv I , I � � mmw� I EXPIRES 10 10- DRAINAGE ESM7 -J GRADING & T.E.S.C. PLAN--- F17R t j 356-2700 A Ai Weatern -BELLA PLACE A s OR P-96-140 rveygrs'-, 742-5'500 APPLICANT CHARLIE NATHAN C. & 000. 9792 EDMONDS WAY S*_ 2�6 EDMONDS� WA., 98020! PH. (425) M7270 LAND USE CONSULTANTS OWN. BY ........ DATE PROXCT MANAGER kALE 30 CIVIL ENGINEERS LAND SURVEYORS RLL 11-13-96 T.L.QUALLY I I I - DESFGNED By F. S. NO. JOB Nq J , w Ij000 Hw .99 SOUTHP*EVERM WA..98204 AX.("fl)356-2700 8 'C r13 RANEHRING 32 98-6580 z Lu U. z 0 -1 0 �- z ix 0 0 u 1� cm vo C3, cm cr% c1:1 LLJ co c:) 5" cj:: C3 si _Qc LA.A cleA cn bECL4.RATION -OF SUBDIV1SION, DEDICATIONS., COVENANTS AND CONDITIONS KNOW ALL PERSONS BY MESE PRESEN7S.- THA T WE, THE UNDERSIGNED, CHARLES R. AND LORINDA M. WARNER, HUSBAND AND WIFE, CLARANCE DEARL AND CMMA M. ROYCE, HUSBAND AND WIFE, AND CHRISTOPHER L AND TONNIE H. WOLFE. HUSBAND AND WIFE, THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND GREAT K=RN BANK, A FEDERAL SAVINGS BANK DBA SERRA WESTERN MORTGAGE COMPANY, AND WASHINGTON MUTUAL BANK, THE MORTGAGEES THEREOF, HEREBY DECLARE, PER ECDC 20.75.140B, THAT THIS SUBDIVISION IS MADE WITH OUR FREE CONSENT AND ACCORDING TO OUR DESIRES, AND DEDICATED TO THE USE OF THE PUBLJC FOREVER ALL STREETS, AVENUES, PLACES AND SEWER EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE PLAT, AND THE USE FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND F7LLS UPON LOTS, BLOCKS, TRACTS, ETC., SHOWN ON THIS PLAT IN THE REASONABLE ORIGINAL GRADING OF ALL THE STREETS, AVENUES, PLACES, ETC., SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR.STREETS ARE GRADED. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL. BE DIVERTED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGtITS—OF—WAY TO HAMPER PROPER ROAD DRAINAGE. THE -OWNER OF ANY LOT OR LOTS, PRIOR TO MAKING ANYALTERA77ON IN THE DRAINAGE SYSTEM AFTER THE RECORDING OIF THE PLAT, MUST MAKE APPLICA77ON TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER AND THE CITY PLANNER FOR SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAdNS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER. I. "ALL LANDSCAPED AREAS IN PUBLIC RIGHTS —OF —WAY SHALL BE MAINTAINED BY THE DEVELOPER OR HIS SUCCESSOR(S) AND MAY BE REDUCED OR ELIMINATED IF DEEMED NECESSARY FOR OR DETRIMENTAL TO CITY ROAD PURPOSES." /I. "NO VEHICLE ACCESS TO LOT 1 IS PERA41TTED TO CROSS LOT 2. " /it. ';SUBJECT TO THE CONDITIONS AND REQUIREMENTS FOUND IN PLAT FILE P-96-140 AND SAID FILE IS LOCATED IN THE OFFICES OF THE CITY OF EDMONDS PLANNING DIVISION." IV. "THE SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT: ACTUAL SETBACKS SHALL BE DETERMINED IN ACCORDANCE MTH THE ORDINANCE IN EFFECT AT THE DATE A COMPLETED BUILDING PERMIT APPUCATION IS TENDERED TO THE CITY OF EDMONDS." V. EACH LOT OWNER WHICH TAKES ACCESS THERETO FROM THE PRIVATE ACCESS EASEMENT (94TH PL. W.) HAS THE RESPONSIBILITY FOR MAINTENANCE, OPERATION, REPAIR, ANDIOR RECONSTRUCTION, AS INTENDED IN THIS DECLARATION, APPLYING TO ALL NECESSARY MATERIALS AND LABOR REQUIRED TO MAINTAIN A STABLE AND USABLE ROAD SURFACE FOR INGRESS AND EGRESS OF SAID EASEMENT THE COST OF SAID MAINTENANCE, OPERATION AND REPAIR ANDIOR RECONSTRUC77ON SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF LOTS 1 THROUGH 8." LAT OFBELLA PLACE NO. P=96=140 NE 1A SE 114, SEC.25, T.27N, R.3E, W.M. CITY-- OF—EDAf0NDS,—,SN0H01ffSH— COUNTY;-7-WASHINGT0Y---_ DECLARAT10N OF SUBDIVISION, DEDICATIONS, COVENANTS AND CONDI77ONS (CONMUND) W. THE PRIVATE ACCESS EASEMENT IS HEREBY SUBJECT TO A U77L/T7ES EASEMENT IN FAVOR OF THE GRANTOR OR HIS SUCCESSORS AND OF ANY ELECTRIC, TELEPHONE, TELEVISION CABLE. GAS, WATER, OR SEWER COMPANY, PUBLIC OR PRIVATE, OR THEIR PERMITTEES OR ASSIGNS, TO INSTALL, CONSTRUCT, OPERATE, MAINTAIN, ALTER AND REPAIR THEIR RESPEC77VE PRIMARY DISTRIBU77ON FAC/L/77ES AND NECESSARY APPURTENANCES TOGETHER MTH THE RIGHT OF INGRESS AND EGRESS FOR SAID PURPOSES. VII. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ANY CITY, ANY POWER COMPANY, ANY GAS COMPANY, ANY TELEPHONE COMPANY, ANY CABLE COMPANY AND OTHER UTILITIES, AND THEIR RESPEC77VE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXIS71NG OR PROPOSED ACCESS RIGHI'S-OF-WAY AND TRACTS (BOTH PRIVATE AND PUBLIC), AS WELL AS AN EASEMENT WITHIN A" PRIVATE ROADS, TRACTS AND DRIVES, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS K17H NECESSARY FACIL177ES AND. OTHER EQUIPMENT FOR THE PURPOSE OF -SERVING THIS SUBDIVISION, AND OTHER PROPERTY, MTH UTILITY SERWCES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. ALSO, ALL LOTS SHALL BE SUBJECT TO AN EASEMENT 2.5 (TWO AND ONE HALF) FEET IN WfDTH, FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES LOT LINES FOR THE PURPOSES OF UTIL/77ES AND DRAINAGE, UNLESS OTHERWISE SPECIFIED. NO LINES OR K1RES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEWSION, FIRE OR PUBLIC SIGNALS, OR FOR OTHER PURPOSES, SHALL BE PLACED ON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. VIII. DRAINAGE EASEMENTS DESIGNATED ON THE PLAT ARE HERBY RESERVED FOR AND GRANTED TO THE ONWERS OF LOTS I THROUGH 8. EACH LOT OWNER HAS AN UNDIWDED 1/8TH INTEREST IN AND RESPONSIBILITY FOR MAINTENANCE, REPAIR AND REPLACEMENT OF THE DRAINAGE SYSTEM, THE COST OF SAID MAINTENANCE , OPERATION AND REPAIR ANDIOR RECONSTRUCTION SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF LOTS I THROUGH 8. TOGETHEJ? WTH AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND CONVEYED TO THE CITY OF EDMONDS, M774 THE RIGHT OF INGRESS AND EGRESS, AND THE RIGHT TO EXCAVAM CONSTRUCT, OPERATE, MAINTAIN, REPAIR ANDIOR REBUILD AN ENCLOSED OR OPEN CHANNEL STORM WATER CONVEYANCE SYSTEM ANDIOR OTHER DRAINAGE FACILITIES, UNDER, UPON OR THROUGH THE DRAINAGE EASEMENTS. /X THE OWNERS AND ALL PERSONS HAWNG ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS, AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PAR77ES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNC77VE RELIEF WHICH MAY BE OCCASIONED, NOW OR IN THE FUTURE, TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION, AND MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, � EXCLUDING DAMAGE CAUSED SOLE LY BY AN ACT OF OMISSION OF SAID CITY� AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAYE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUC77ON, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. SURVEYOROS CERTIFICATE I HEREBY CER77FY THAT THE PLAT OF BELLA PLACE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 25, TOWNSHIP 27, RANGE 3 EAST, WM., AS REQUIRED BY STATE STATUTES, THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY, THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED MTH THE PROWSIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. p xeiy* c ev !C41ISH C8V ZNEiTH L �LONG,. PiCS REGISTERED PROFESSIONAL KLAND 7URVEYOR REGISTRATION NO. 16916 DA TE 0 Z. 4 LAIC - 5-25—f998 IN ACCORDANCE- WITH RCW 58-08.040, ANY PERS014 RECORDING A PLAT AFTER TREASURER'S CERTIFICATE MAY 31st MUST PAY i-,L)VAN.CE :rAy FOR TI-M- NEXT jH$ 411L YEAP, I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING -1-22R TAXES. 5CPJ'-, 14.,1997 BOB DANTINI TREASURER, SNOHOMISH COUNTY By. 1&,f 1919.�;, DEPUTY TREASURE)f, SNOHOMISH COUNTY DA TE 13 Y.- jf&YLZJ�� !be. , -'Zen , DEPUTY TREASURER, SNOHOMISH COUNTY AUDITOR'S CERTIFICATE - 'a FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS Ift DAY OF 1997, AT___j��__ MINUTES PASTA AM., AN . D RECORDED IN VOLUME OF PLATS, PAGES --- THROUGH RECORDS OF SNOHOA41SH COUNTY, WASHINGTON. BOB 7ERMLLIGER AUDITOR, SNOHOMISH COUNTY -cp B Y: all CIAJAA�._ Af 041 9vs&roxl 'L4 DEPUTY 1'rVtJT)7A0DITOR_ T. E_-,,�; AWL 44. F. NO. P` L JAR T 0 F tom I Em L L A P L A C E NE 114, SE 1141 SEC.25., T.27N, R.3E, W.M. P-96-.140 96-058-C 1 OF 6 z u u. z 0 0 �- .j a <� D Z M:) Z 0 :3 0 u to. co t... C=v C-1 Lu CC: cn ce C3 LAJ CD C39 Ce LAJ Cn c' LAJ PLAT OF BELLA PLACE NO. P=96=140 IVE--rl47,-Sk-.UI4--SEC-.25,,—T.27N.,- &3E.,q W.M ---- --- CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON 0 DECLARATION OF SUBDIVISION, COVENANTS AND CONDMONS DEDICATIONS, (CONTRVM) X SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS. EGRESS AND UTILITIES RECORDED UNDER AUDITOR'S FILE NO.'S 979863 AND 1946697. Xf. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS, MAINTENANCE AND LOCATION OF UTILITIES RECORDED UNDER AUDITORS FILE NO. 1104350. XII. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS. EGRESS, MAINTENANCE AND LOCATION OF UTILITIES RECORDED UNDER AUDITOR'S FILE NO. 1104351. �111. SUBJECT TO EASEMENT AND CONDITIONS.FOR SANITARY ANDIOR STORM SEWER LINE RECORDED UNDER AUDITORS FILE NO. 1982429. XIV. SUBJECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION AND DISTRIBU77ON LINE AND APPURTENANCES THERETO RECORDED UNDER AUDITOR'S FILE NO. 8208040194. XV. SUBJECT TO EASEMENT AND COND177ONS FOR UNDERGROUND ELECTRIC TRANSMISSION AND DISTRIBUTION LINE RECORDED UNDER AUDITORS FILE NO. 820804019Z XW- SUBJECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION AND DISTRIBUT70N LINES AND APPURTENANCES 774ERETO RECORDED UNDER AUDITOR'S FILE NO. 8312070176. XW[.- SUBJECT TO RESERVATIONS ANDIOR EXCEPTIONS FROM SNOHOMISH COUNTY TREASURER RECORDED UNDER AUDITOR'S FILE NO. 793011. XVIIJ. SUBJECT TO TERMS AND CONDITIONS FOR COMMON DRIVEWAY MAINTENANCE AGREEMENT THEREOF RECORDED UNDER AUDITOR'S FILE NO. 909180456. IXX. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND EASEMENTS CONTAINED IN BOUNDARY LINE ADJUSTMENT LL-96-18 AND AP-96-51 RECORDED UNDER AUDITOR'S FILE NO. 9607180381. XX SUBJECT TO TERMS AND CONDITIONS OF SANITARY SEWER EASEMENT RECORDED UNDER AUDITOR'S FILE NO. 82042802OZ X)O. SUBJECT TO EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC FACILIDES RECORDED UNDER AUDITOR'S FILE NO. 9212060197. X)al. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND EASEMENTS CONTAINED IN SHORT PLA T NUMBER 177(8-22) RECORDED UNDER AUDITOR'S FILE NO. 8212130181. XXIII. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OF'A COVENANT RECORDED UNDER AUDITOR'S FILE NO. 8212270159. DECLARATION.OF SUBDIVISION, DEDICATIONS, COVENANTS AND CONDn7ONS (CONTMED) THESE COVENANTS AND CONDITIONS ARE FOR THE MUTUAL BENEFIT OF THE GRANTORS AND HIS HEIRS, SUCCESSORS AND ASSIGNS AND ARE FOR THE FURTHER PURPOSE OF COMPLIANCE M774 THE ORDINANCES AND REGULA77ONS OF THE CITY OF EDMONDS AND SUCH PERSONS ARE SPECIFICALLY GIVEN THE RIGHT TO ENFORCE THESE RESTRIC77ONS AND RESERVATIONS BY IN -JUNCTION OR OTHER LAWFUL PROCEDURE AND TO RECOVER ANY DAMAGES RESULTING FROM SUCH VIOLATIONS. IN K17NESS WHEREOF, WE SET OUR HANDS AND SEALS THIS DAY OF Ek-?— � 1997. CHARLES R. WARNER \��JOR RDA M. WARNCW' CLARANCE DEAPL ROYCE, x CYN'THIA M. ROYCE C. DEARL ROYCE CHRIS H6f L WOLFE TONNIE 14. - WOLFEF Bk GREAT WEtT!�N BANK, A FEDERAL SAVINGS BANK DBA SIERRA WESTERN MORTGAGE COMPANY WCE PRESIDENT 77 TLE BY.. A VP MANAGER WASHINGfOlAUTUAL BANK 77 TLE WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH. (425) 356-2700 0 FAX. (425)356-2708 SURVEY DATA, STREET LAYOUT, U77LITY DESIGN, ADEQUACY OF SEWAGE DISPOSAL AND WATER SUPPLY HAVE BEEN EXAMINED AND APPROVED. RECOMMENDED APPROVAL TO THE EDMONDS CITY COUNCIL THIS DAY OF eia'Ations ar 1997. w --'ftO A%4 0 a e,.vz.Z& ldFWiF— mw@. ENG'IENLEER, CITY OF EDMONDS EXAMINED AND FOUND TO BE IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAT AND ITS CONDITIONS OF APPROVAL. RECOMMENDED APPROVAL TO THE EDMONDS CITY COUNCIL THIS DAY OF 1997 r e- ��Z"ozl CITY PFI AAlAl CITY OF EDMONDS I THE EDMONDS CITY COUNCIL, MEETING IN REGULAR SESSION, APPROVED THE PLAT OF BELLA PLACE ON THE 15- '4- DAY OF 1997. MAYOR, CITY OF EDMONDS A 77ES T. Cl TY CLERK D jLi q 111111 1 1 �1111 1111,; 1 1 L A T 0 rw" B E L L A P L A C E NE 114.9 SE 114, SEC.25., T.27N. R.3E,, W.M. P-96-140 96-058-C , 2 OF 6 ui _e C2 Cm elpe Cr C:3 i P3 ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) Ss. COUNTY OF SNOHOMISH) PLAT OF BELLA PLACE NO. P=96=140 NE,-114.-SE 114,--SEC.25,.-T.27N.,--R.3E., WvM,--- CITY OF EDMONDS, SNOHOMISH COUNTY9 WASHLYGTON I CER77FY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAT CHARLES R. WARNER AND LORINDA M. WARNER* HUSBAND AND WIFE, ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT DA TED: OFFICIAL SEAL TERI L QUALLY Notary Public I Suds of Washington My CammMW E*= 12-W2= mod TERI L QUALLY NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MUKILTE0 MY APPOINTMENT EXPIRES: 12-29-2000 STATE OF WASHINGTON ) ) SS.. COUNTY OF SNOHOMISH) I CERTIFY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAT CLARANCE DEARL ROYCE, AKA C. DEARL ROYCE AND CYNTHIA M. ROYCE, HUSBAND AND WIFE, ARE THE PERSONS W40 APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT DA TED:q-*3-`�-7 OFFICM SE& TERI L QUALLY No" Public state of Washinow my Comm%" DON 12-29-2000 MINA t-A - Le,(( TERI L - QUALLY NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MUKILTE0 MY APPOINTMENT EXPIRES.*_12-29-2000 STATE OF WASHINGTON ) ) SS. COUNTY OF SNOHOMISH) I CER77FY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CHRISTOPHER L WOLFE AND TONNIE H. WOLF& HUSBAND AND WIFE, ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENT70NED IN THIS IN-'qTRtJk4FNT. DA TED: cl -7 OFFICIAL SEAL TERI L QUALLY Notary Public State of Washington MY Comm*1100 BON 12-2JROW -,,- � V-) - k1k a 6 6 i�,i TERI L QUALLY 6 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MUKILTEO MY APPOINTMENT EXPIRES: 12-29-2000 WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETr, WA., 98204 * PH.- C125) 356-2700 * FAX. (425)356-2708 STATE OF WASHINGTON ) ) Ss. COUNTY OF SNOHOMISH) I CER77FY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAT CRAIG BRAND IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE VICE PRESIDENT OF GREAT WESTERN BANK, A FEDERAL SAVINGS BANK, DBA SIERRA WESTERN MORTGAGE COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MEN77ONED IN THIS INSTRUMENT DA TED: TERI L QUAUY NOTARY PUBLIC IN AND FOR THE STATE OF OFFICIAL SEAL WASHINGTON RESIDING AT M . UKILTEO TERI L. QUALLY Notary Public State of Washington 12-29-2000 MY APPOINTMENT EXPIRES. Vj Commk0m E*fel 12-W= STATE OF WASHINGTON ) ) SS. COUNTY OF SNOHOMISH) I CERTIFY THAT I KNOW OR HAVE SA17SFACTORY EVIDENCE THAt GEOffREY M. NESTER IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOKEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS'THE AVP MANAGER OF WASHINGTON MUTUAL BANK, A WASHINGTON CORPORATION TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MEN77ONED IN THIS INSTRUMENT. DATED: OFFICIAL SEAL TERI L QUALLY Mowry Public State of WashIngton my Commino E*rn UORM TERI L QUALLY NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT AIUKILTEO MY APPOINTMENT EXPIRES: 12-29-2000 D R'49t AR Co" Pim A T OF. BEL L A PL A = z t.0 NE 1149 SE 114s SEC.25., T.27N.. R.Us W.M. ----- P-96-140 96-058—C 3 OF 6 ZO Lkw uj LA. z 0 .j 0 Z 0 Z :3 0 u r - 4 ca !_u C3 C:3 PLAT OF BELLA PLACE NO. P=96=140 _11-4p SEC.25, T.27N., R.M, W.M. CITY OP EDMONDS, SIVOHOM[SH COUNTY,,--- WASIRNGTON LEGAL DESCRIPTION PARCEL 1: PARCEL A: THE SOUTH 85.5 FEET OF THE NORTH 2.35.5. FEET OF 714E. WEST THREE TENTHS OF THE NORWAST QUARTER OF 7HE NORTHEAST QUARTER OF 774E SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON. STUATE IN THE COUNTY OF SNOHOM/S�4 STATE OF WASHINGTON. PARCEL B. AN EASE14ENT ACROSS THE WESTERLY 15 FEET OF THE SOUTH 120 FEET OF THE NORTH 150 FEET OF T�C WEST J110THS OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS. SITUATE IN THE COUNTY OF SNOHOAIIS�t STATE OF WASHINGTON. PARCEL A: THE SOUTH 9Z50 FEET OF THE NORTH 445 FEET OF THE KEST THREE 7EVTHS OF THE NORDiEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST Q(L4R%M? OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOA41SH COUNTY, WASHINGTON; EXCEPT ANY POR77ON THEREOF L)lNG WITHIN THE PLAT OF BE7HORIA TERRACE NO. Z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS� PAGE 95, RECORDS OF SlYCHOMISH COUNTY, WASHINGTON. 9TUATE IN THE COUNTY OF SNOHOM/SH, STATE OF WASHINGTON. PARCEL B., AN EASE)WENT FOR INGRESS AND EGRESS OVER THE M�STERLY 15 FEET OF 7HE NORTH 245 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HEASST QUARTER OF SAID SEC71ON 25. EXCEPT THE NORTH 30 FEET THEREOF FOR 2207H STREET SOUTHWEST; AND TOGERIER W17H AN EASEMENT FOR INGRESS� EGRESS AND THE INSTALLA7100, OPERA71ON AND MAIN7MANCE OF UTILITIES OVER, UNDER, ACROSS� THROUGH AND UPON THE KEST 20 FEET OF THE HEREINABOVE DESCRIBED PARCEL J. PARCEL 3: PARCEL A: THE SOUTH 102.50 FEET OF THE NORTH J4Z50 FEET OF THE WEST THREE TENTHS OF THE NORTHEAST QUARTER OF 7HE NOR7HEAST QUARTER OF THE SCU7HEAST QUARTER OF SEC77ON 25. TOWNSHIP 27 NORTH. RANGE J EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON: EXCEPT ANY POR77ON THEREOF L I WNG M THIN . THE PLAT OF'BETHORIA TERRACE'Naz ACCORDING TO THE PLAT THEREOF RECORDED IN VtXUME 20 OF PLAM PAGE 94 RECORDS OF SNOHOMISH COUNTY. WASHINGTON, ALSO; THAT POR71ON OF TNE WEST THREE TEN7HS OF THE NORINEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25, TOVWWP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:- BEGIVNING AT A POINT 2315 FEET SOUTH OF THE NORTHWEST CORNER OF THE WEST THREE TOMS MEASURED ALONG T14E WESTERLY BOUNDARY 7HEREOF.- THENCE SOUTH ALONG THE WESTERLY BOUNDARY, A DISTANCE OF 9.5 FEET, 7H00CE DUE EAST TO THE EAST BOUNDARY OF SAID WEST THREE TMTHS AT A POINT 245 FEET SOUTH OF THE NORTHEAST CORNER OF SAID WEST 7HREE TENTHS ON THE EAST BOUNDARY OF SAID KEST THREE TENTH$; THENCE NORTH, ALONG SAID EAST BOUNDARY Z85 FEET TO A POINT 2,35.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE KEST THREE TENIHS� 7HEhICE WESTERLY TO THE POINT OF BEGINNI NG PER CITY OF EDMONDS BOUNDARY LINE ADJJSTAdENT RECORDED UNDER RECORDING Na9607180381; I . -SITUATE IN THE COUNTY OF SNGHOMISP4 STATE OF WASNINGTON. PARCEL 19: AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, TOKNSHIP 27 NORTH, RANGE 3 EAST, WAI.; EXCEPT THE NORTH 30 FEET THEREOF FOR 2207H STREET'SOUTH KEST, AND EXCEPT THAT POR17ON LWNG MTHIN THE MAIN TRACT. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA.SHINGTON. PARCEL 4: LOT Z BLOCK Z PINE ACRM ACCORDING TO 774E PLAT THEREOF RECORDED IN VOLUME 13 OF PLAM PAGE 64 RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON. PARCEL 5: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECIICN 25, TOWNSHIP 27 NORIN, RANGE 3 EAST, WAI., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIWSICN: THENCE SOUTH 8818*59" EAST ALONG THE SOUTH UNE OF SAID SUBDIV190N, A DISTANCE OF 196.25 FEET TO THE WEST LINE OF BE7HORIA TERRACE Na Z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS� PAGE 95, RECORDS OF SNOHOMISH COUNTY; THENCE NORITH 0152131m EAST ALONG THE WEST LINE OF SAID PLAT A DISTANCE OF 141.50 FEET TO THE TRUE POINT OF BEGINNINQ THENCE CONTINUING NORTH OW'31" EAST. 77.00 FEET TO A POINT ON THE SOUTH UNE OF THE NOR774 445 FEET OF SAID SUBOIWSION; THENCE NORTH 88lr45* KEST PARALLEL MTH THE NORTH LINE OF SAID SUBDIV19ON A DISTANCE OF llaOl FEET; THENCE SOUTH 0152131" WEST, 7ZOO FEET; THENCE SOUTH 88irw EAST, itaoi FEETTo THE TRUE POlNT OF BEGINNING.1 (ALSO KNOW AS LOT B AS DELINEATED ON SHORT PLAT NO. 177(8-82) RECORDED UMDER RECORDING Na 82121JO181, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.) -. TOGMER W17H A QUARTER INTEREST IN THE FOLLOWING DESCRIBED PRIVATE ROAD;i� THAT POR770V OF THE NORTHEAST QUARM? OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 25, TOWSHIP 27 NORTH, RANGE J EAST,'W.M., UV SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS - COMMENCING A THE SOUTHWEST CORNER OF SAID SUBDIWSION; THENCE SOUTH 8818*59" EAST ALONG THE SOUTH LINE OF SAID SUBDIWSON A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING— -SOUTH 8818'59'w EAST, 4a53 FEET TO THE KEST MARGlN OF 93RD PLACE WEST AND A POINT ON A CURVE AT W41CH POINT THE RADIAL CENTER BEARS SOUTH 89*10'300 EAST, 131.60 FEET DISTANT; THENCE NORTHEASTERLY ALONG SAID KEST MARGIN OF 93W PLACE WEST 'ON A CURW TO THE RIGHT, THROUGH A CENTRAL ANGLE OF IJ-09'06-, AN ARC DISTANCE OF Ja2l FEET; THENCE NORTH 8878590 WEST, 51.54 FEET TO A POINT OF CURVATURE. - THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAWNG A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 8911'300, AN ARC DISTANCE OF 3a92 FEET TO A POINT OF TANGENCY, THENCE NORIN 0152131" EAST, 86.88 FEET; PffiNCE NORTH 8877�45* 41EST, 30.00 FEE7;' THENCE SOUTH 0*52.31" VEST, 30.00 FEET;- THENCE,NORTH 88lr45- WEST, 30.00 FEE7;' THENCE SOUTH 0%32'31* WEST, 20.00 FEET* THENCE SOUTH 881145w EAST, J0.00 FEET; THENCE*SOUTH 0152131" WEST JZJl FEE`T TO A POINT OF CURVATUR&- THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAWNG A RADIUS OF 55.00 FEET, THROUGH A CENTRAL ANGLE OF 8911'300, AN ARC DISTANCE OF 85.62 FEET TO A POINT OF TANGENCY AND ME TRUE POINT OF BEGINNING, TOGMER W7H AN EASEWENT FOR INGRESS AND EGRESS AND FOR INSTAUA710H, OPFNATION AND MAINTENANCE OF UTILITIES OVER, UNDER, ACROSS, THROUGH AND UPON IHE REUAINING 314 INTEREST IN 714E ABOW DESCRIBED PRIVATE ROAD. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH: (425) 356-2700 * FAX. (425 356-2708 t-mdffAqpw,-p,-i vj, h I WRTI, ,,, � ��. L PARCEL 1 .. . . . . . . .................................... PARCEL 3 PARCEL 2 . . ....................... . PARCEL 1 5 DETAIL OF PARCEL LOCATION NOT TO SCALE Z.- 1� Idn' -A AN Aft 'e'l. K C4 ua z 0 0 t Z cam Z 0 5 0 L) C= C12 cn C= MIC m Ljj LA.4 c� czz c3 u: w - A NW COR., NE 114, SE 114 220TH ST. S L6 440. W(C)(PA) FND 4x 4w CONC. MON/ CASE W1 BRASS BUTTON DOWN 1.3'(SEPIUBER IM) 20' lu CL N N m Z W. -A 21J�69(C)(PA) rr 91.86 LAT OF BELLA PLACE N0v PmtPvm74u NE 1140 SE 114p SEC.25, T.27N-v R.3E.p W.M. CITY OF EDHONDS9 SNOHOWSH COUNTY9 WASHINGTON WEST 3,AOM . PLAT MON. N 88'5323" W NOT FND. N 88'5248" W 30 195.6C6 ....... i 146.8?(.9T2) 310.80(Al) 19a96( 4% 2 FND. 3* BRASS DISK EAST le� CORkD? P47,1A) 195.34 Klo*v it, D.A. CONC. FND. 4 )f4* CONC AIONICASE /v 0 25iil A MON/CASE W1 *Xo W1 INVERTED NAN_ 1.4' DOW ir to Ap DOWN 0.2' (SEPTEUBER 1996) (SEPTEMBER 1996) lZc4 dIr z W ONE PLAT OF m m-g-1togle W TrDDAI%r kin 9 C4 1 KST 15' ,92 ol(PA qj!0 (C V 8-8-5-8 -2 7- W(CXPA) I -or 4 ar- MURIA ry y N 88-24#16N W e4 A 194-88 194.82 N 88*53'23w W -2- CM L 0 LEGEND 0 SET 518'x 24' REBARICAP VIG 16916 xSET CONCRETE NAIL MTH, FLASHER WSI 16916 SET MONUMENTICASE WSI 16916 0 FOUND REBAR11RON PIPE (I.P.) (40 FOUND MONUMENTICASE 0-0-4 FOUND SECTION 114 CORNER FOUND SEC17ON CORNER MONUMENT NOT FOUND (C) CALCULATED (M) MEASURED (PC) plNECREST. VOL. 13� PG. 55 (ST2) BETHORIA TERRACE NO. Z VOL- 20, PG. 95 (SP) SHORT PLAT NO. 177(8-82) (PA) PINE ACRES, VOL 13, Pa 63 - PROPERTY LINE ---------------- -4 _s'\FND J. BRASS DISK 221ST ST. SW. ------------ N 8927'320 E IN 5' DIA. CONC /V\- - - - I - *F,F I 2:1 N 1818WY2301W 101.16 MONICASE W1 PUNCH < _j L8 DOW 0.4' DIA. CONC. AIONICASE _j (SEPTEMBER 1996) FND 5 11 b4 '+ 1-112' Lor t5 A\ NO DIX USED j OF 110.01 HOtE LN CENTER. (SEPTEUBER 1996) BBW25* lif Ll @11p 1997 A E. UNE PLA T OF PINE ACI FND .3' BRASS DISK ?ES IN 5w DIAL CONC. SE COR NE 114, IWONICASE MTH NE 114, SE 114 NO MAW. USED HOLE 0 MEASURED (SEPTElWBER 1996) FND r BRASS DISK IN 5* DIA. CONC. UONICASE Di bi X_ (SEPMdBM 1996) z > cv 40 %o SW COR. NE 114. SE 114 SE COR. PLAT OF PINE ACRES ON SLMWSION LINE S 8856'27" E 0 HELD (PA)\'% 21.%62(P) 440. A .......... MI;2�CXP;) 65& 1 7(PC) T_ C-0 FND, 1-1120 I.P. W1 LEAD & TACK IN CASE; 1.2' DOW (SEPTEWBER 1996) a �~m"risr evrrnll?V%FAlD0 YPJfy t-qnnn R'NV 0.0 uz r_Llj ch zz 224TH ST. SW. EVERM, WA., 98204 * PH: (425) 356-2700 0 FAX -2708 654.72(C) FND, 4'x4' I W1 2- BRAS 1.01 DOW ( - 228TH, SCALE: I 100' vim mum "09 ;@ 0 50 100 200 MERIDIAN. PLAT OF PINE ACRES VOL 13 OF PLATS, PC. 63, SNOHOMISH COUNTY- WA - MIS OF BEAPJNGS. EAST ONE OF PLAT OF PINE, ACRES PRI VAJ�P NO. BEAR I NO DISTANCE L 1 S 88*56 '270 E 20.00 L 2 N 00*26 '270 E 7.85 L 3 N 00 0 14 '42" E 9.50 L 4 N 00 * 14 '42* E 30-00 L 5 N 00*50'49" E 28.48 L 6 N 88*53'230 W 20.00 L 7 S OOo27'02w W 35-00 LB S 89#32'58* E 30.00 L9 N 00*2627w E 76.81 �11�41 10 11 cc f ZI f7r. pr' D(A. CONC. MONICASE %916 q M BUTTON, 0.6'DOW Tt$ czar% WBER 1996) Lj Lc E)PRES. 5-25-1998 SE SECTION CORNER FND. 4sx4o CONC. MONXASE W1 2" BRAM DISK W1 '-r 0.8' DOW (SEPTEWBER 1996) A.F. N01.4 77-aqjs-5 V---V-- v -PLAT OF BELLA PLACE A- SEC.25., T-27N., R-3Z -'WX',. NE 114, SE 1 P-96-140 96-058-C 5 OF m6mmi vi LLO UJ. 6 u0 0 0,07 z 0 t Z p C Now C3 con CZ* cr_ C -Cm C.4 ui C= C:3 tu Fx Cn J .. .4 COVE DATA: FND 4ox 40 CONC AION/ CASE IVI BRASS BUTTON DOW 1.3- (SEPTEMBER 1996) 220TH ST. SM PLAT #JONUAIENT N SBW*23* W W5.24 NOT FOUND 21169(C) \/ry 146.89(CX872) ----------------- I - -------- lot U71uTy EAs9xvT 91.86UC 76,86 LI L2 1 180.34 / 9&30 SF r N-R551 SF IN CITY OF EDMONDS C4 ry Ig i "K C *0 4", 11 1 1 - * R'9609 1 1 v SFi? 1. 2(W) 6 9414 I'M EGROS OW WES70ERLY 5, or THE SOUTH 14, '10 L 120' OF THE NORTH 150' *Ali p"i K-- "1 3. ... 8 1 La *a " I LV OF IVE IL4. NE 1A SE ----- --------- L6 L7 z I IN m DLal DL SD� $304 IA W.AGE s8s 15'�3- E 19115(ci .5. Akr) mc. I F 92.62 87.53 Cb CAR �Irz L5 % 11OZ62 r k.,.-10' UTILITY EA901EENNT 70(TVP.) DEL TA RADIEIS LENGTH 1 .1 028'16* 35.00 66.87 AC2 41 *50'59* 35.00 25.56 CJ 25*0321' 35-00 15-31 C4 24 *32'46 0 35-00 14-99 C5 24046'04" 35.00 15.13 C6 '25 * 19 '490 J5o0O 15o47 C7 60'52'38" 25.00 26.56 Ca 89, 11 '30". 25.00 38. 92(SP) C9 89*11'300 40,,00 62o27(SP) C10 89 011 '30" 55.00 85.62(SP) LM DATA: NO. BEARING 0 1 STANCE Ll N 88'53'230 W 15.00 L2 N 88*5323' W 15.00 L& N 88'5323w W 45.52 L4 N 00*14*42w E 43-00 L5 N 88*53'2.3" W 46.43 L6 S 88*5323w E 30-52 L7 S 88*53'23w E 15.00 L8 N 39#36'1,3* W 28.62 L9 N 80*0722* E 10-82 L10 S 88#53'23w E 19.12 L11 N 88*53'23" W 40-00 L12 N 00*2627" E 10-00 L14 N 00*2627w E 15.50 L15 N 69*19*200 E 35-00 L16 N 49*50'56* E 25.00 h)' GARA6'Fj L I --d 4 FENCE LOT 4 61 RIOCTI FENCE ral:,=! fe 0.91(w) no CL'(E)-'t' ARA Of' - - - - - - - - - - - - - - - - - -4.2'(W) Cf S4 ro ro 24 9 A+ - - - - - - - - - - - =4 SFF Sfr;2 4 4 ---------- I-j 10' SEM ESW`T 1110.01 N &w.251 IN E. LINE PLAT OF PINE ACRES 30. fir ~AAE Egfr Pq W1,100 Ric. 0 CIV If 1F-I �" -,.- 1 1 rr-) Zs """,,0000 IV 6 51.54(sp) 41, 444019.116( W. AccEss ro am PL w. FND 3" BRASS DISK - - - - - - - - IN 5' DIA. CONC. MONICASE (SEPTEWBER 1996) WVL-m&DKT 01rrVVFVnP-Q nVr lmnn MW 99 SOUTH. EVERETT, WA., 98204 * PH: (425)_ 356-2700 * FAX.- (425 fr"WA &a" T &.0wal, I � It - . - -, ;z 6-2708 a -44 \-FND. 3' BRASS DISK IN 5'DIA. CONC. MONICASE W1 "K' DOW 0.2' (SEPTEUBER 1996) T EGEND im 0 SET 518*x 24' REBARICAP WS1 16916 \0/ SET CONCRETE NAIL MTH FLASHER WSI 16916 SET STANDARD MONUMENTICASE WS1 16916 MONLUENT NOT FOUND 0 FOUND REBAR11RON PIPE (I.P.) FOUND AdONUMENTICASE 0-040 FOUND SEC71ON 114 CORNER + FOUND SECTION CORNER (C) CALCULA TED (P) PLA T (Y) MEASURED (BT2) BETHORIA TERRACE NO. 2 (SP) SqORT PLAT NO. 177(8-82) G GROSS AREA N NET AREA SF SQUARE FEET PROPERTY LINE FENCE LINE SCALE. 10 - 50' 0 25 50 100 BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES VOL 13 OF PLATS, PC. 63, SNOHOMISH COUNTY, WA - NOTES: 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PART'ES W40SE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECER77FICATION BY THE LAND SURVEYOR. 2) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCAPONSI OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPUED. 4) LOT 9 IS INCLUDED FOR PURPOSES OF CONVEVNG LAND. LOT 9 IS FUUy DEVELOPED WITH ITS OWN ACCESS AND DRAINAGE. CONVEYANCE OF THE LAND VAU NOT IMPACT ANY BUILDING SET BACK REQUIREMENTS NOR WU IT INCREASE THE PERCENTAGE OF DEVELOPED AREAL 4.) BUILDING SETBACKS LINES ARE TYPICAL (TYP-) FRONT YARD 25'(TYP.) SIDE YARD 7.5 (TYP-) BACK YARD 15'(TYP-) FND .3- BRASS DISK IN 5' DIA. CONC. MONICASE W1 PUNCH DOW 0.4' (SEPTEMBER 1996) FND Jw BRASS DISK IN 5' DIA. CONC. UONICASE WITH No AiARK USED HOLE 0 UEASURED C (SEPTEMBER 1996) R I CAJ s s - s Fl� SWIDIA'a tl3'l,lrbrEET