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SW 1/4, SE 114, SEC 23, T.28N.9 R.04E.I W.M. <br />112th 5t SW` <br />112tn st sw <br />112TH STREETS. W. <br />r <br />r <br />WE <br />r <br />r y <br />r <br />r" <br />r <br />r <br />00531900005300 <br />(S_ <br />\i9 <br />•01 <br />r <br />911 <br />00537900005401 <br />PAR 1 <br />BLA #96-110802-6 <br />AFN 9705140176 <br />\ 4 <br />• 1 � <br />Know what's below. <br />Call before- you dig. <br />UTILITY CONFLICT NOTE. <br />CAUTION.• <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE © 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />1 <br />EX. BUILDING <br />J 11625 AIRPORT RD. <br />00537900005402 <br />® PAR 2 <br />BLA #96-1 10802-BA <br />AFN 9705140176 <br />,,-EX. GRAVEL <br />ISLAND (TYP.) <br />\\ <br />\ <br />\ <br />\ <br />CB RIM= 497,97 <br />SDMH RIM=498.1,' <br />F.H. <br />SCALE: 1 " = 30' <br />30' 15' 0 30' 60' <br />1` LEGEND <br />R <br />r a 0.8' / MONUMENTIN CASE AS NOTED <br />(0 FOUND SURVEY MARKER AS NOTED <br />-- FOUND REBAR/CAP 723345" <br />,f 0.1 '(S), 0.2'(E) OF CORNER SEWER MANHOLE <br />•t # q"�1 F• SEWER CLEANOUT <br />STORMDRAIN MANHOLE <br />rr��h ❑� CATCH BASIN <br />! FIRE HYDRANT <br />FIRE DEPARTMENT CONNECTION <br />WATER METER <br />N IRRIGATION CONTROL VALVE <br />>a WATER VALVE <br />c-Q3 UTILITY POLE <br />® POWER METER <br />12900401402 <br />LIGHT POLE <br />i- q <br />03-006 TELEPHONE MANHOLE <br />10195003 G® GAS METER <br />GV <br />GAS VALVE <br />BOLLARD <br />SIGN <br />® MAILBOX <br />0 PINE TREE <br />—X FENCE TYPE NOTED <br />P— OVERHEAD UTILITIES <br />— W — WATER <br />—SS— SEWER <br />—SO— STORMDRAIN <br />G GAS <br />PROPERTY LINE <br />X X EXISTING FENCE LINE <br />NOTE: TO MEET MR#3. PER S430 BMP'S FOR URBAN /// //// //// /// EDGE OF EXISTING PAVEMENT <br />STREETS: CONDUCT EFFICIENT STREET SWEEPING WHERE AND <br />WHEN APPROPRIATE TO MINIMIZE THE CONTAMINATION OF XXX - - - - - - - - - - - EXISTING CONTOURS <br />STORMWATER. DO NOT WASH STREET DEBRIS INTO STORM <br />DRAINS. XXX PROPOSED CONTOURS <br />_'► PRE-EXISTING DRAINAGE PATTERN <br />PROPOSED STORM <br />PROPOSED SEWER <br />PROPOSED WATER <br />ASPHALT <br />V PLAN:N:: <br />CONCRETE <br />G DATE <br />® # OF PARKING STALLS <br />EROSION pUBLZC WORKS <br />u A DEPART ENT LIGHT POLE <br />WATER COE STD CITY OF EVERETT STANDARD DETAIL <br />FANYCONSTRUCT'ON <br />won" PERMIT IS <br />PRIOR TO STARTINr' PE POLY ETHYLENE <br />SEWER ON TtiES APPROVAL FOR THIS <br />IS CONDSTLOP�AI PER CITY STANDARDS AND <br />TRAFF CsXp2FiES ®._.-- -- --- UNLESS <br />PERMIT FOR CONSTRUCTION HAS <br />GINEER BEEN ISSUED. — \ <br />SHEET INDEX <br />S 1 SITE PLAN <br />C 1.0 COVER SHEET <br />C 1.1 EXISTING FEATURES MAP <br />C2.0 TESC PLAN <br />C2.1 TESC NOTES <br />C3.0 GRADING PLAN <br />C4.0 DRAINAGE AND UTILITY PLAN <br />C4.1 DETENTION PLAN, NOTES AND DETAILS <br />C4.2 DETENTION NOTES AND DETAILS DETAILS <br />C4.3 ROAD & DRAINAGE NOTES & DETAILS <br />L1-L2 LANDSCAPE PLANS <br />REV. NO. I DESCRIPTION I INITIALS I DATE <br />0310412019 <br />SITE <br />EQUIPMENT AND PROCEDURE <br />METHOD OF SURVEY. <br />SURVEY PERFORMED BY FIELD TRAVERSE <br />INSTRUMENTATION: <br />LEICA TCRP 1205 ROBOTIC ELECTRONIC TOTAL STATION <br />PRECISION: <br />MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 <br />BASIS OF BEARING: <br />THE MONUMENTED CENTERLINE OF AIRPORT ROAD, <br />AS THE BEARING OF NORTH 25°05'30" WEST. <br />RM <br />ql�FOUND CONC. POST W/ INVERTED NAIL AT THE INTERSECTION <br />OF 116TH ST. S.E. AND 2ND AVE. S.E. ELEV. = 462.55' <br />DATUM: <br />NAVD88 - NGVD29 = 3.68' <br />ENGINEER <br />INSIGHT ENGINEERING COMPANY <br />P.O. BOX 1478 <br />EVERETT, WA 98206 <br />CONTACT: BRIAN R. KALAB, P.E. <br />(425) 303-9363 <br />FAX (425) 303-9362 <br />APPLICANT/OWNER <br />SONRISE CHR►S77AN CHURCH <br />11625 AIRPORT ROAD <br />EVERETT WA 98201 <br />SURVEYOR <br />PAC►FlC COAST SURVEYS, INC. <br />P.O. BOX I3619 <br />MILLCREEK, WA 98082 <br />CONTACT: DARREN J. RIDDLE, PLS <br />PHONE. (425) 508-4951 <br />FAX (425) 357-3577 <br />LEGAL DESCRIPTION <br />LOT 53 PLAT OF PAINE FIELD ADDITION TWO ACCORDING TO THE <br />PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 92, <br />RECORDS OF SNOHOMISH COUNTY, WASHINGTON; <br />EXCEPT THE WEST 210 FEET THEREOF; <br />SITUATE IN THE CITY OF EVERETT, COUNTY OF SNOHOMISH, STATE <br />OF WASHINGTON. <br />PLAN APPROVED <br />EV RETT <br />PUBLIC SERVICES DATE <br />PUBLIC WORKS <br />UTILITIES DRAINAGE DEPARTMENT <br />A PUBLIC WORKS PERMIT IS REQUIRED PRIOR <br />TO STARTING ANY CONSTRUCTION ON THIS <br />CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS <br />CONDITIONAL PER CURRENT STANDARDS AND <br />EXPIRES --------------- UNLESS <br />INSIGHT ENGINEERING CO. <br />P.O. BOX - 1478 <br />EVERETT, WA 98206 <br />(425) 303-9363 (425) 303-9362 FAX <br />INFO@ INSIGHTENGINEERING.NET <br />SITE ADDRESS: XXXX AIRPORT ROAD, <br />EVERETT, WA. 98204 <br />TAX ACCOUNT NO. 'S: 00537900005301 <br />SW 114, SE 114, SEC 23, T.28N., R.04E., W.M. <br />SONRISE CHRISTIAN <br />DWG FILENAME DESIGNED BY., DATE: SCALE: JOB NO.: <br />180913-FINCOI.DWG JRC 02-06-2018 1 "=30' 18-0913 <br />SHEET <br />COVER SHEET C1.0 <br />