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APPROVED PLN ENG BLD2020-1313+Site Plan_Survey+12.2.2020_2.47.51_PM (2)OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED Jed,, tV 40 U 02/22/2021 VV LINE INFORMATION LINE BEARING DISTANCE L1 N 30°06'55" W 15.00' CURVE INFORMATION CURVE RADIUS ARC LENGTH DELTA AN C1 157.50' 81.30' 29`34'35" —FENCE MUST BE ON PRIVATE PROPERTY —PROPERTY OWNER RESPONSIBLE FOR DETERMINING PROPERTY LINES —FENCE SHALL NOT ENCLOSE OR PREVENT ACCESS TO ANY CITY MAINTAINED UTILITIES OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. BFNC 0.6' S. OF NW PROP. COR. 1.0' OFFSET S.� CLFNC 1.3, S. OF NW PROP. c COR. RECORDERS CERTIFICATE FILED FOR RECORD THIS ------- M. IN BOOK AT THE REQUEST OF _ APPROVED BY PLANNING Apr 29 2021 /v \ Sg 4g W 9 7.32" 0 _PROP NW Y CO ' N 89'27'40" E 135.00' ELM PLACE 20 0 20 40 60 WEY CONTROL JOT TO SCALE I Scale 1" = 20' o INGRESS & EGRESS EASEMENT o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N 89°59'07" E FND. Y2" REBAR CHENOWETH LS #9567 0.3 SLY. X 0.1' WLY. OF CALC'D POSTION SURFACE FEATURES INFORMATION 30' i 30.00' MERIDIAN BASIS IS PER PLAT OF ELM VIEW ADD. DIV. C N 89°27'40" E ALONG CENTERLINE OF ELM PLACE. I C(`E_NIfl SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "TYEE LS 29276" )C( SET TACK IN LEAD W/LS TAG #29276 ■ SET LINE STAKE FOUND CONC MON AS DESCRIBED O FOUND REBAR AS DESCRIBED BFNC BOARD FENCE CLFNC CHAIN LINK FENCE CWL CONCRETE WALL RCKY ROCKERY WSFNC WOOD SLAT FENCE LEGAL DESCRIPTION FROM DEED OF TRUST RECORDING NO. 9801300441 LOT 6, ELM VIEW ADDITION DIVISION C, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 35 OF PLATS, PAGE 3, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 0 S. EDGE RCKY © INTX WSFNC & CLFNC 1.0' NLY. OF PROP. 1.9' NLY. OF PROP. LINE REFERENCES LINE O2 S. EDGE RCKY O7 CWL 0.6' NLY. OF 1. RECORD OF SURVEY RECORDING NO. 9107115002 IN SNOHOMISH 0.2' NLY. OF PROP. PROP. LINE COUNTY, WASHINGTON. LINE 2. RECORD OF SURVEY RECORDING NO. 201206205004 IN SNOHOMISH 3.0' OFFSET 3 O COR. LEAN-TO OVER ® S. EDGE CWL COUNTY, WASHINGTON. 3. PLAT OF ELM VIEW ADDITION DIVISION C IN VOL. 35 OF PLATS, PG. 3 BRICK PORCH 0.1' SLY. 8.3' SLY. OF IN SNOHOMISH COUNTY, WASHINGTON. OF PROP. LINE PROP. LINE ® WSFNC 2.2' SLY. OF O NWLY EDGE CWL GENERAL NOTES PROP. LINE 8.4' NLY. OF PROP. V LINE 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF O5 COR. LEAN-TO OVER A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS BRICK PORCH 2.6' SLY. INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. OF PROP. LINE 2. SYMBOL SIZE IS FOR GRAPHIC PURPOSE AND IS NOT INDICATIVE OF ACTUAL SIZE. 3. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. FND. 5/8" REBAR NO CAP 4. MONUMENTATION WAS VISITED IN OCT. 2020. 0.12' NELY. X 0.04 SELY. OF CALC'D POSITION 11-6-2020 EQUIPMENT & PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 3" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE RECEIVED WITHIN THE LAST 12 MONTHS. Dec 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PARCEL NO.: 00642200000600 NE1 /4, SW1 /4, SEC. 25, T. 27 N., R. 3 E., W.M. SNOHOMISH COUNTY, WASHINGTON SURVEYOR'S CERTIFICATE RECORD OF SURVEY Ty THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR for SURVEYI DAY OF ------- 20_____ AT UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ___ DRAWN B1 _ OF SURVEYS AT PAGE __________________________ IN ____________ 20___ M A R Y O' D R I S C O L L NP Tye e Su r ve yo rs PROFESSIONAL LAND SURVEYORS 10007 GREENWOOD AV. N. SEATTLE, WA. 98133 206-525-3660 DATE: JOB NO.: 10-21-2020 1 20150 MANAGER SUPT. OF RECORDS TIMOTHY A. GRIFFIN, PLS CERTIFICATE NO.____29276 739 ELM PL. W. CHKD BY: EDMONDS, WASHINGTON 98020 TG SCALE: SHEET: 1" = 20' 1 of 1