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PORTIONS OF THE SW 1/4 OF SECTION 17 AND THE NE 1/4 OF SECTION 20,TOWNSHIP 28 NORTH,RANGE 08 EAST,W.M.
<br /> QD
<br /> PROJECTSITE
<br /> JACKSON CAMPUS PAVING PROJECT
<br /> 31411 116TH STREET S E Permit# PW2401-002
<br /> Site Address: 31411 116TH ST SE \\
<br /> Owner: Sue 3/202 CAUTION!
<br /> Application Date: 01/03/2024
<br /> Description: JK Campus Paving Project
<br /> SULTAN , WA 98294 p p 9 I CALL BEFORE YOU DIG!
<br /> Review Status: Approved 0 BURIED UTILITIES EXIST IN THE AREA AND UTI LITV '� I
<br /> Review Date: 3/7/2024 Q O INFORMATION SHOWN MAY NOT BE COMPLETE.CONTACT t 1
<br /> THE ONE-CALL UTILITY LOCATE SERVICE A MINI a MUM
<br /> t i I HOURS PRIOR TO CONSTRUCTION __ J
<br /> OWNER/APPLICANT LEGAL DESCRIPTION BENCHMARK SJL-
<br /> SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT FOR APN/PARCEL ID:28081700300300 PROJECT BENCHMARK: 1-800-424-5555
<br /> 2320 CALIFORNIA STREET PER FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE NUMBER 4075764
<br /> EVERETT,WA FOUND MONUMENT IN CASE AT THE SE CORNER OF
<br /> 425.783.8171 THE LAND IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON,DESCRIBED AS FOLLOWS: S20-T28N-R8E BEING LOCATED AT THE INTERSECTION OF
<br /> CONTACT:SUE FRESE SULTAN THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17 AND THE NORTHWEST QUARTER E EV=58153N ROAD WITH 116TH ST SE SHEET INDEX
<br /> CONSULTANTS OF SECTION 20,TOWNSHIP 28 NORTH,RANGE EAST,W.M.,SNOHOMISH COUNTY, C1.1 COVER SHEET
<br /> WASHINGTON, TBM A:
<br /> CIVIL ENGINEER DESCRIBED AS FOLLOWS: C1.2 SITE PLAN VICINITY MAP
<br /> CG ENGINEERING REBAR AND CAP SET110'NORTHWESTERLY OF ROADWAY C1.3 ENLARGED SITE PLANS
<br /> 250 4TH AVE 5,SUITE 200 COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 17; AND DEPICTED ON SHEET 4. NTS
<br /> EDMONDS,WA 98020 THENCE SOUTH 85°58'03"WEST ALONG THE SOUTH LINE THEREOF 1,369.23 FEET TO THE ELEV=415.88' CIA GENERAL NOTES �
<br /> 425.778.8500 FAX 778.5536 SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID C2.1 PARTIAL TEMPORARY EROSION CONTROL PLAN
<br /> SECTION 17 AND TO THE TRUE POINT OF BEGINNING; TBM B: o
<br /> CONTACT: IARED UNDERBRINK,PE THENCE SOUTH 00°13'25"EAST 100.00 FEET; C2.2 PARTIAL TEMPORARY EROSION CONTROL PLAN LEGEND
<br /> THENCE NORTH 85°58'03"EAST 600 FEET; MAG NAIL SET IN THE WESTERLY EDGE OF THE ROADWAY
<br /> SURVEYOR THENCE NORTH 00:13:25 WEST 350.00 FEET; AND DEPICTED ON SHEET 4 AND SHEET 5. C2.3 TEMPORARY EROSION CONTROL DETAILS
<br /> THENCE NORTH 85°58'053 EAST 250.00 FEET; ELEV=382.77' C3.1 PARTIAL DRAINAGE PLAN DESCRIPTION EXISTING PROPOSED ABBREVIATIONS a
<br /> HARMSEN,LLC THENCE NORTH 00°13'25 WEST 450.00 FEET;
<br /> 2822 COLBY AV,SUITE 300 THENCE NORTH 85°58'03"EAST 150.00 FEET; TBM C: C3.2 PARTIAL DRAINAGE PLAN PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM a
<br /> EVERETT,WA 98201 THENCE NORTH 00°13'25"WEST 940.00 FEET; ADJACENT PROPERTY LINE BLDG BUILDING MJ MECHANICALJOINT
<br /> 360.794.7811 THENCE SOUTH 85°58'03"WEST 736 FEET MORE OR LESS TO THE LINE OF ORDINARY HIGH REBAR AND CAP SET NORTHEAST OF THE ROADWAY CURVE C3.3 PARTIAL GRADING PLAN
<br /> CONTACT:MATTHEW SCHNEIDERS,PS WATER ON THE LEFT BANK OF THE SULTAN RIVER; ON THE WEST SIDE OF THE BRIDGE DEPICTED ON SHEET S. C3.4 GRADING&DRAINAGE DETAILS CENTERLINE BOW BOTTOM OF WALL MON MONUMENT
<br /> THENCE SOUTHWESTERLY ALONG SAID ORDINARY HIGH WATER LINE TO THE WEST LINE OF THE ELEV=311.94' CLEARING LIMITS - CENTERLINE NTS NOT TO SCALE
<br /> SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 17; C3.5 RETAINING WALL AND ROCKERY DETAILS
<br /> SOIL/GEOTECH ENGINEER THENCESOUTH 00°13'25"EASTALONG SAIDWEST LINE 264 FEET MOREOR LESSTOTHETRUE VERTICAL INFORMATION DERIVED FROM MULTIPLE GPS 1OF5 TOPOGRAPHIC SURVEY SILT FENCE X X X X CB CATCH BASIN OC ON CENTER
<br /> ZIPPERGEO POINT OF BEGINNING. OCCUPATIONS UTILIZING THE WASHINGTON STATE ---
<br /> REFERENCE NETWORK, 20F5 TOPOGRAPHIC SURVEY CONTOUR LINE --100----- 0 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE
<br /> 1901936TH AVE W,SUITE E FOR APN/PARCEL ID:28081700300200 30F 5 TOPOGRAPHIC SURVEY FENCE ❑ ❑ ❑ ❑ ❑ ❑ CO CLEANOUT PI POINT OF INTERSECTION a
<br /> LYNNWOOD,WA98036 SEC I7TWP 28 RGE OSRT-10)NWl/4 SW1/4 LESS COM AT NW COR OF SWI/4 TH N88*0614E Z
<br /> 425.582.9928 Ss-
<br /> 40F5 TOPOGRAPHIC SURVEY SANITARY SEWER LINE Ss- ss ss- CONC CONCRETE PIV POST INDICATOR VALVE-- >--
<br /> CONTACT:DAVE WILLIAMS&MARTIN CROSS ALG N LN SD SW1/4 298.67FT TH 501-5346E 637.15FT TO NW COR OD LAKE CHAPLAIN DATUM
<br /> SUBSTATION&TPB TH N53-4626E 270FT THS36*1334E 15OFT TH S53*4626W 25FT NWLYOF SOTS TOPOGRAPHIC SURVEY MANHOLE ® O CONST CONSTRUCTION R PROPERTY LINE
<br /> &PLT CITY OF EVT WATERLINE A DIST OF27OFT TH N36*13 34W 150FT TO TPB NAVD 88
<br /> C
<br /> STORM DRAIN MAIN --so- -so- so so- CP CONCRETE PIPE PT POINT OF TANGENCY 2 o
<br /> FOR APN/PARCEL ID: 00100200
<br /> SEC 17 TWP 28 RGE 08W1/2 NEl/4 ALSO Wl/2 SEl/4 LESS 16FT R/W TO CITY OFEV TGW FDT BASIS OF BEARING STORM DRAIN PIPE ---------b CU YD CUBIC YARD PVC POLYVINYL CHLORIDE PIPE
<br /> 8W1/2
<br /> NE1/4 SWJ/4 ALSO S1/2 SW1/4 LESS PTN FDT LY WHN SD SEC 17 COM AT S1/4 CDR SD SEC TH GRADING QUANTITIES ROOF DRAIN ---R---R---R- -R-R DDCVA DOUBLE DETECTOR CHECK PVI POINT OF VERTICAL
<br /> 585*5803W ALG S LNTHOF 1369.23FT TO SW COR SEI/4 SW1/4 SO SEC I7&TPB TH SOO-13 NORTH 25°14'39"WEST BETWEEN FOUND VALVE ASSEMBLY INTERSECTION
<br /> 25E100FTTHN85*5803E60OFTTHN00*1325W35OFTTHN85*5803E25OFTTHN00*1325W MONUMNETS AT THE SOUTHWEST CORNER OF TOTAL EXCAVATION(CUT)- 6S0 CU VDS TOTAL
<br /> SECTION 20,TOWNSHIP 28 NORTH,RANGE 8 EAST, EMBANKMENT(FILL)- 1,300 CU YDS FOOTING DRAIN -F---F---F- FF DI DUCTILE IRON PIPE PVMT PAVEMENT
<br /> ORDINARY HIGHS WATER
<br /> ON TH BANK
<br /> SULTAN
<br /> IV TH SH 585*58 o ORDINARY
<br /> M/LTO LN OF W.M.,AND THE SOUTHEAST CORNER FOR THE PRESSURE LINE --P---P- P- p P DIA DIAMETER PVT POINT OF VERTICAL TANG.
<br /> ORDINARY HIGH WATER ON L BANK SULTAN RIV TH SWLY ALG SD ORDINARY HIGH WATER LN TOTAL 1,980 CU VDS
<br /> To W LN OF SE1/4 SW1/4 SD SEC TH S00*13 25EALG SD W LN 264FT M/L TO TPB ALSO EXC FDT PERMIT AREA AS DETAILED AND CALCULATED PER CATCH BASIN(TYPE 1) C ■ DIP DUCTILE IRON PIPE R RADIUS
<br /> BEG NW COR NE1/4 SW1/4 TH N88*0614EALG N LN THOF 218.77FT TH 528*40 39W 249.85FT THAT RECORD OF SURVEY RECORDED UNDER THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS
<br /> TH S55*49 53W 118.04FT TO W LNSD NEI/4 TH N00*13 25W 278.26FT TPB AUDITOR'S FILE NUMBER 200402055286,RECORDS ONLY.THESE VALUES ARE APPROXIMATE.DO NOT USE FOR CATCH BASIN(TYPE 2) ( it ® EA EACH REINF REINFORCEMENT
<br /> OF SNOHOMISH COUNTY,WASHINGTON. BIDDING,PAYMENT,OR ESTIMATING PURPOSES. CLEANOUT " El EXPANSION JOINT Rl RESTRAINED JOINT
<br /> CLEANOUT AND WYE ELEV ELEVATION RET RETAINING
<br /> PARCEL NUMBER(S) GRADE BREAK ------- EDP EDGE OF PAVEMENT RT RIGHT
<br /> 28081700300200,28081700100200, IMPERVIOUS AREA CALCULATIONS SURFACE SWALE > EX EXISTING SD STORM DRAIN
<br /> 28081700300300 *EXISTING IMPERVIOUS: DRAINAGE ARROW FDC FIRE DEPT.CONNECTION SECT SECTION
<br /> WESTERLY EXISTING DRIVEWAY(ASPHALT):24,121 SF WATER LINE --wn---WA WAWA- FFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE
<br /> WESTERLY GRAVEL DRIVEWAY:104 SF WATER METER EJ B FH FIRE HYDRANT SDCO STORM DRAIN CLEAN OUT 44'OF F Sry L6' «
<br /> EASTERLY EXISTING DRIVEWAY(ASPHALT):916 SF UFq, 7.Jc C
<br /> EASTERLY CONCRETE SWALE:377 SF FIRE HYDRANT
<br /> EASTERLY GRAVEL PARKING:2,688 SF FL FLANGE SIM SIMILAR
<br /> FDC YJ" y' FT FEET/FOOT SO SQUARE z °-
<br /> TOTAL:28,206 SF
<br /> m
<br /> *PROPOSED IMPERVIOUS: PIV _ • GV GATE VALVE SS SANITARYSEWER ��t3TEg�
<br /> NEW TURNAROUND(GRAVEL):1,133 SF 3� C
<br /> SANITARY SEWER OVAL
<br /> NEW MANHOLE SHOULDER(ASPHALT):633 SF GATE VALVE r Z HP HIGH POINT SSMH 0
<br /> NEW CENTRAL PARKING AREAS(ASPHALT):4,856 SF I2122123 N
<br /> NEW NORTH PARKING AREAS(ASPHALT):2,117 SF TEE HT HEIGHT STA STATION `o
<br /> NEW PARALLEL AND PERP.PARKING AREAS(ASPHALT):4,126 SF 90"BEND .L F7 ID INSIDE DIAMETER STD STANDARD SNOHOMISH COUNTY
<br /> TOTAL IMPERVIOUS:41,071 SF THRUST BLOCKING o ♦ IE INVERT ELEVATION STL STEEL �[� o TOTAL NEW/REPLACED IMPERVIOUS:12,865 SF CA p ., L LENGTH/LINE TB THRUST BLOCK
<br /> TOTAL EFFECTIVE IMPERVIOUS:3,785 SF 7PUBLC UTILITY DISTRICT NO 1 J 2
<br /> LINED CORRUGATED
<br /> *NOTE PROJECT AREA IS SHOWN ON THE SITE PLAN.AREAS CONCRETE PAVEMENT ° -® - ' LCPE POLYETHYLENE PIPE TOC TOP OF CURB WO 22393 0
<br /> TABULATED ABOVE ARE ONLY BASED ON IMPERVIOUS SURFACES ASPHALT PAVEMENT LF LINEAL FOOT TOW TOP OF WALL �.
<br /> WITHIN THAT AREA.
<br /> CRUSHED SURFACING LP LOW POINT TOP TOP ELEVATION TASK .20
<br /> ROCKERY LT LEFT TYP TYPICAL 2
<br /> SPOT ELEVATION r20.0 f20.0 MAX MAXIMUM VC VERTICAL CURVE SCALE AS NOTED
<br /> Approved by City of Everett Planning for those TELEPHONE LINE ---r---T---T- Tr MECH MECHANICAL W/ WITH DFTR JCP a
<br /> portions of the project area within City of Everett POWER LINE ---E---E---E- -E-E- MH MANHOLE WM WATER METER Np
<br /> Property only. Per project plans, the provided GAS LINE --- -- -- 6 CHKR JPU O
<br /> SIGN � �
<br /> project narrative, and the Critical Area Study and ENGR GAG
<br /> Buffer Mitigation Plan (12.14.2023), no expansion APVD APVD
<br /> beyond existing improvements is proposed nor PTN#xxxxx DATE 12/22/23
<br /> approved as part of this permit. Paving of the City of Everett
<br /> existing gravel/asphalt roadway shall be limited to Snohomish County Planning&Development Services JACK SON CAMPUS
<br /> PROJECT
<br /> APPROVEDPAVING
<br /> the existing roadway footprint. No change in Office of Community,Planning&Economic Development 31411 116TH
<br /> APPROVED Y g P APPROVED FOR CONSTRUCTION
<br /> PUBLIC WORKS DEPARTMENT existing roadway width or location is permitted STREET SEPLANNING DEPARTMENT
<br /> SULTAN,WA 98294
<br /> BY:atsegaye within the identified wetland buffers and no
<br /> DATE:03/07/2024 1 NAME; Teddi Holbrook By:
<br /> CITY OF EVERETT REVIEWED FOR PERMIT wetland buffer impacts are proposed within City of COVER SHEET
<br /> Everett Property as part of this permit. DATE: 01/18/2024 R/W Permit No.
<br /> -T. Holbrook REV DRAWING
<br /> Date: C1.1
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