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d CIVIL ENGINEER OWNER/APPLICANT ARCHITECT SECTION 29 TOWNSHIP 29 NORTH RANGE 5 EAST W.M. Permit PW2203-002 E
<br /> N POSSESSION
<br /> m o a > > > Site Address: 3322 Broadway SOUND
<br /> Z DAVID HARMSEN,PE COMPASS HEALTH BILL SINGER,A.I.A. Owner: Compass Health o
<br /> HARMSEN,LLC P.O.BOX 3810 ENVIRONMENTAL WORKS
<br /> .. U) Application Date: 03/03/2022 r
<br /> 10 pj 125 EAST MAIN STREET,SUITE 104 EVERETT,WA 98201 402 15th AVENUE EAST
<br /> £-p M P.O.BOX 516 - SEATTLE,WA 98112 Description: Site Work for 4-Story Behavioral Health Bldg - E AVE
<br /> 1L > 0 MONROE,WA 98272 PH:206-329-8300 -f°e a a ST
<br /> y„ p (360)794-7811 EMAIL:bsinger@eworks.orgCOMPASS HEALTH 1 Review Status: Approved as Noted
<br /> m Q N davidh@harmsenllc.com Review Date: 01/21/2026 �I s of P cl IC AVE
<br /> > C O 1 3^1 D S
<br /> N
<br /> W y N LAND SURVEYOR CONTACT S
<br /> 33 D 5
<br /> C.3+ OLIVER ROBAR DAVID HARMSEN,PE
<br /> T M BUSH,ROED&HITCHINGS,INC. HARMSEN,LLC 3a H S
<br /> f..1 N 2009 MINOR AVE.E. 125 AST MAIN STREET,SUITE 104 APPROVED a 35 H s >
<br /> E
<br /> SEATTLE,WA 98102 P.D.BOX 516 NOTES LEGEND
<br /> w° (206)323-4144 MONROE,WA 98272 1. CONTRACTOR TO OBTAIN A UTILITY PERMIT FOR SIDE PUBLIC WORKS DEPARTMENT ¢
<br /> IJ w a (360)794-7811 SEWER CAP-OFF FROM PERMIT SERVICES COUNTER PRIOR w EXISTING WATERLINE L]-- LIGHT POLE(METAL) BY:Thad Newport s H 5 151t-
<br /> wt davidh@harmsenIII TO D E MO LITIO N OF TH E BU I LID I NG.SI D E SEWERS SHALL DATE:0112112023 Y O y
<br /> —SD— EXISTING STORM DRAIN LINE a LIGHT POLE(WOOD) CITY OF EVERETT REVIEWED FOR PERMIT 7 H 5 Ankrom
<br /> • .
<br /> BE CAPPED VICEAT T PROPERTY LINE. _SS_ EXISTING SEWER LINE ,. J'>S LIGHT POLE(DECORATIVE)
<br /> 2. WATER SERVICE TO BE DISCONNECTED AT METER PRIOR BHS
<br /> TO DEMOLITION. —P— EXISTING POWER LINE 0 TEMPORARY BENCHMARK(TBM)
<br /> SITE INFORMATION LEGAL DESCRIPTION 3. THERE IS AN AREA WITHIN THE EXISTING STRUCTURE G EXISTING GAS LINE OlUP UTILITY POLE(WOOD) 39 S 38 NORTHWEST DAVIS,SUITE 300
<br /> WHERE EXTERIORAND INTERIOR WALLSAND SLABSWILL I EVERETT PORTLAND,OR 97209
<br /> TAX PARCEL 004390-795-001-01,004390-795-001-02,004390-795-001-03, LOTS 1 THROUGH 32,INCLUSIVE,BLOCK 795,PLAT OF THE REMAIN.THESE WILL BE SELECTIVELY DEMOLISHED AS —T— EXISTING TELEPHONE LINE ® WATER METER -) D 503.245.7100
<br /> 004390-795-003-00,004390-795-005-00,004390-795-007-00, EVERETT LAND COMPANY'S FIRST ADDITION TO EVERETT, NEEDED TO PROVIDE CLEARANCE FOR NEW GRADE —E— EXISTING ELECTRICAL LINE a WATER VALVE
<br /> BEAMS AND PILES.WHERE THOSE WALLS WERE (off(o� MANHOLE �s WATER BLOWOFF VALVE ISI 1505 5TH AVE,SUITE 300
<br /> 004390-795-012-00,004390-795-013-00,004390-795-014-00, SNOHOMISH COUNTY,ACCORDING TO THE PLAT THEREOF INDICATED ON THE TOPOGRAPHIC SURVEY,THEY HAVE
<br /> BEEN INDICATED WITH A DASHED LINE.OTHERWISE THEY r, CATCH BASIN(CB) ® WATER GATE VALVE/CHAMBER SEATTLE,00 98101
<br /> 004390-795-015-00,004390-795-017-00, RECORDED IN VOLUME 3 OF PLATS,PAGE 20,RECORDS OF C❑(�) 206.576.1600
<br /> ARE INDI
<br /> SITE ADDRESS 3322 BROADWAY,EVERETT,WA 98201 SNOHOMISH COUNTY,WASHINGTON. CORNER OF THE BUILDINGEA HATCH IN THE NORTHWEST I, H/C PARKING SPACE DECIDUOUS TREE
<br /> CONIFERTREE VICINITY MAP 1014 HOWARD STREET
<br /> THIS IS NOTA STRUCTURAL DRAWING NOR DOES IT O 1 GP GUY POLE SCALE:1"=500' SAN FANCISCO,CA 94103
<br /> ZONING R-5 DETERMINE THE STABILITY OF THE WALLS CURRENTLY OR 415.252.7063
<br /> COMP PLAN BMU AFTER SHEET INDEX GRAPHICAL REPRESN HAS OCCURRED.IT ONLY ENTATION ENTATIION OF WALLS AND SLABS
<br /> PROPERTY ©ANKROM MOISAN ARCHITECTS,INC.
<br /> PROPERTY SIZE(TOTAL) 47,983 SF(1.1 AC) SHEET NO. SHEET DESCRIPTION PROPOSED TO BE SAVED. _
<br /> JURISDICTION CITY OF EVERETT
<br /> C1.01 DEMOLITION AND SWPP PLAN SWPPP/DEMO LEGEND
<br /> SEWER SERVICE CITY OF EVERETT C1.02 STANDARD NOTES 0 20 40
<br /> WATER SERVICE CITY OF EVERETT C2.01 SANITARY SEWER&WATER PLAN ® INLET PROTECTION I Fee\
<br /> C3.01 STORM DRAINAGE PLAN PER COE STD DWG 210
<br /> C4.01 PAVING PLAN I• CLEARING LIMITS
<br /> C5.01 CITY OF EVERETT STANDARD DETAILS SILT FENCE
<br /> C5.02 CITY OF EVERETT STANDARD DETAILS PER COE STD DWG 214
<br /> C5.03 CITY OF EVERETT STANDARD DETAILS
<br /> .............. EXISTING WALL TO REMAIN, VERTICAL DATUM C "PASS
<br /> C5.04 CITY OF EVERETT STANDARD DETAILS SEE NOTE 3. NAVD 88
<br /> C5.05 CITY OF EVERETT STANDARD DETAILS ESTABLISHED BY GPS
<br /> AREA EXTENT EXISTING Health
<br /> INTERIOR WALLSLS AND SLABS HORIZONTAL DATUM:
<br /> TO REMAIN.SEE NOTE 3. Q NAD 83/91
<br /> CENTERLINE OF LOMBARD AVE
<br /> - I .u„ •@ BETWEEN 33RD ST AND 34TH ST
<br /> -- REMOVE/DEMOLISH SKYBRIDGE DISCONNECT OVERHEAD POWER D P� (SOO°39'30"E).___ -- — LAND DISTURING AREA Lc'�T U S
<br /> DURING BUILDING DEMOLITION. TYPICAL COORDINATE WITH ---
<br /> WALL ALONG ALLEY TH COORDINATE ANY ° SNOHOMISH COPUNTY PUD F TOTAL SITE AREA 47,983 SF(1.1 AC)
<br /> REMAIN.COORDINATE WITH I DISC '' I`I
<br /> \(REMAIN TAR I � GEOTECH AND STRUCTURAL- t- - _ - UTILITIESSTRUCTURE (-, J`I , DEMO EXISTING " 1- - IMPERVIOUS AREA
<br /> THE BE OR
<br /> DETERMINED
<br /> TUS OF THIS Wj I TO ENSURE STABILITY �S Ss ss HE E(,-- ASPHALT FOR 'V N` EX.ROOF TER 23,500 SF
<br /> u� development partners
<br /> � G QS NEW UTILITIES :;. .,3•� EX.IMP.TBR(NOT ROOF) 18,900 SF
<br /> 4 b H O EX.IMP.TBR(TOTAL AREA) 42,400 SF
<br /> DURING DEMOLITION WORK
<br /> _ NEW ROOF IMPERVIOUS 22,300 SF
<br /> NEW ROOF(TOTAL AREA) 22,300 SF
<br /> ° I
<br /> ss
<br /> g ss SS —sue SS s ss s NEW IMP.(NOT ROOF) 5,500 SF
<br /> ss
<br /> ss o g
<br /> SS EXISTING s DEMO S G
<br /> s$ ss s ss ss ss SS ss SS—SS—SS S ss ss NEW IMP.(TOTAL AREA) 32,000 SF
<br /> CLEA ING& CAP EXISTING SEWER STUB O
<br /> DEMOLITION LIMITS, ALLEY SIDE SEWERS y NEW IMPERVIOUS-EX.TBR (14,600 SF)
<br /> CONCRETE RETAINING WALL TYPICAL i TEMPORARY GRAVEL IN PH 3 3 000 SF
<br /> 1 ,
<br /> CONCRETE PLANTER WOODEN OLi-
<br /> PLANTER
<br /> ®- STRUCTURE s � REDUCTION IN IMPERVIOUS 1,600 SF
<br /> WOOD RETAINING
<br /> WALLS,TYPICAL LAND DISTURBING ACTIVITY
<br /> DEMO EXISTING ASP C S E TOTAL AREA OF DISTURBANCE 66,920 SF(1.54 AC)
<br /> ASPHALT 0 CLEARIN &
<br /> COURTYARD AREA.
<br /> COORDINATE WITH PLANTER ASPHALT DEMCAL ON LIMIT
<br /> ARCHITECTURAL PLANS PLANTER TYPICAL
<br /> CONCRETE RETAINING WALL LISH ALL I XClf TTHOS
<br /> ------------------o o--m o---o m--o - - WITH N D TO EXC PT THOS
<br /> DISCONNECT& INDI ED TO REM IN
<br /> DEMO EXISTING TEMPORARY CONTACTOR STAGING AREA r DEMO EXISTING REMOVE GAS SERVICE
<br /> ? ACCESS CONSTRUCTION FEATURES WITHIN W
<br /> GAVEL SURFACING FOR COORDINATE WITH PSE 33RD ST
<br /> ENTRANCE - - CLEARING LIMITS,
<br /> CONTACTOR STAGING. APPROXIMATE LOCATION _
<br /> 2 ! o GRADE TO DRAIN TO EXISTING n DEMOLISH FULL BUILDING. TYPICAL.SEE NOTE 3 ILE WALL O -
<br /> (p i� CATCHBASIN ti SEE ARCHITECTURAL PLANS FOR EXCEP OR EX AVATION.
<br /> BM
<br /> m ¢ FOR FURTHER INFORMATION. D IGN B OTHERS. S U) 119., III BTOP ASE B SOUTHWESTERLY
<br /> a - SEE NOTE 3 FOR SOME N89°22'04E BASE BOLT E METAL TRAFFIC
<br /> SIGNAL POLE AT NE QUADRANT OF
<br /> Z ORIGINAL WALLS THAT WILL - - -- - BROADWAY AVE&33RD ST
<br /> DEMO EXISTING REMAIN DEMO EXISTING - ELEVATION=11AW
<br /> PARKING I SIDEWALK FOR -
<br /> NEW UTILITIES h- _ 00
<br /> � I N
<br /> vWi a
<br /> M TEMPORARY CULVERT DISCONNECT WATER SERVICE w PROJECT -
<br /> MAINTAIN DRAIN FOR \\ O I IN COORDINATION WITH LU -- AREA d ~
<br /> INTERIM DRAINAGE \ Q EVERETT PUBLIC WORKS 4> Q _ -_ o a Q W
<br /> M M I. I ave does >
<br /> Ss S sass -I—... — I I Q _ s---'I I� O W =
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<br /> O 3 J ————————————— ————— o G G G G_
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<br /> O G G G�G G G G G G G G G G G G—G G G G G G G G G G G G G G G o : N89°22'10"E lb d
<br /> w w w w w w wwww W ww w w www w wwww www ww +w�w- 90 co N O
<br /> CM
<br /> 479 LF TEMPORARY 414 - '-- -- m M U
<br /> INSTALL INTERCEPTOR DITCH 0101 -MAINTAIN ACCESS FOR INSTALL INTERCEPTOR DITCH - - - SILT FENCE 34TH ST
<br /> CAP AND MARK TO COLLECT RUN-OFF
<br /> EXISTING SEWER LINE TO COLLECT RUN-OFF CONSTRUCTION TRAFFIC AT
<br /> EXISTING DRIVEWAY APRON BROADWAY AVE - - - - -
<br /> STORM DRAIN INLET BM A" CHISELED
<br /> -21 - - CHISELED SQUARE AT INTERSECTION REVISION DATE REASON FOR ISSUE
<br /> �i PROTECTOR,TYP cl 0 FOR FRONTAGE DEMO SEE SHEET C4.01 CHISELED SQUARE AT NORTH WESTERN
<br /> PO I NT OF CURVATURE OF TOP BACK OF OF BACK OF WALKS AT NORTHEAST 1 12/15/21 50%CD's
<br /> QUADRANT OF BROADWAY&34TH
<br /> CURB(WESTERN EDGE HOC RAMP)AT ST INTERSECTION 2 7/12/22 GMP SET
<br /> SOUTHWEST QUADRANT OF INTERSECTION ELEVATION=80.57'
<br /> OF LOMBARD AVE&34TH ST. 3 12/12/22 REVISE PER COMMENTS
<br /> ELEVATION=109.14'
<br /> DEMOLITION & SWPP PLAN PROPERTY BOUNDARY
<br /> SCALE:1"=20' SCALE:1"=50'
<br /> p V H9
<br /> 0
<br /> p 33745
<br /> 6DISTEt`�1t
<br /> TONAL �UiUT
<br /> DEMOLITION AND
<br /> SWPP PLAN
<br /> CONSTRUCTION
<br /> DOCUMENTS
<br /> -i.T- PROJECT NUMBER
<br /> 12.12.2022 21-056
<br /> SHEET NUMBER
<br /> C 1 .01
<br /> P:\WORK\PROJECTS12021\21-058 ANKROM COMPASS HEALTH\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 12/12/2022
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