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BEGIN SLOPE OF ASPHA
<br />TO CREATE 1" SUMP AT
<br />9" FROM FRAME
<br />Know what's below.
<br />Call 811 two business days
<br />before you dig.
<br />7RUDED CURB
<br />CB GRATED LID SUMP DETAIL
<br />NOT TO SCALE
<br />SEC. 34, TWN. 29N, RNG. 04E, NE 114 OF SW 114
<br />r� t
<br />PROPOSED f" WM FOR LOT 1. INSTALL NEW METER IN EXIS77NG WM BOX REMAINING
<br />FROM DEMOLISHED HOUSE ON LOT. SERVICE HAS BEEN DE -COMMISSIONED TO THE
<br />EXIS77NG LOT AND A DORMANT SERVWCE INSPEC71ON WILL BE REQUIRED PRIOR TO
<br />NEW MEMER INSTAL! A7701V IF NO METER IS FOUND TO CURRENTLY E ,MIST
<br />ADD ASPHALT TO ENSURE
<br />4-FT WALKING PATH
<br />PAVED SHOULDER AND 16-FT
<br />FROM CL OF ROW PER CITY
<br />OF EVERETT STD 302 FOR
<br />LOCAL ACCESS B.
<br />RflW = 12Z I9'
<br />IE = 125, 98' CONCRETE 107E
<br />IE - 125, 78' CONCPETE 10"W
<br />(IE=125.74 SW & S (NEW)
<br />ADJUST LID AS REQUIRED TO
<br />CREATE 0.1' SUMP AROUND -�
<br />NEW ASPHALT PER DETAIL
<br />THIS SHEET.)
<br />RIM =27 1'
<br />IE = 12I.40' ?VC 8" W
<br />MAIN AUJAULNI 1U HACK OF LUI bWLJIH NKU1'tKl r LUI
<br />INSTALL DRIVEWAY WITH
<br />INVERIED CROWN & PAVEMENT
<br />PER COE DETAIL 304
<br />THUHA OCCIDENTALIS (TYf)
<br />"EMERALD GREEN" ABORIVITA'
<br />REFER TO LANDSCAPE PLAN
<br />FOR PLANTING DETAILS.
<br />CONCRETE INLET 11
<br />TOP=131.5
<br />IE=127.13 (IN & OUT)
<br />CAP 6" PVC SS PIPE FOR-EU7URE ----
<br />CONNEC7)ON TO HOUSE ON LOT 2.
<br />lE = 128
<br />21 LF 6"PVC M 2%
<br />REBAR AND CAP FOUND 22 FT 6"-
<br />PVC 0 2%
<br />112" REBAR "MCDUFF 13041 " MINIMUM
<br />1.2' ABOVE GROUND
<br />DUE TO CONCRETE BASE AND POST -
<br />WSI7ED JANUARY 29, 2020 „%
<br />SAWCUT P FROM EDGE
<br />OF EXIS77NG PAVEMENT.
<br />INSTALL ASPHALT SEALER
<br />0
<br />M
<br />N
<br />I
<br />!
<br />!
<br />6" ASHPH T EXTRUDED CURB PER C.O.E. STANDARD PLAN
<br />310 PLACED ON TOP OF ASPHALT PAVEMENT. EXTRUDED
<br />CURB 1S CONS17ENT WITH EXISTING, AND IS TO MATCH TO I
<br />EXISTING EXTRUDED CURB AND TO CREATE A GUTTER LINE
<br />FOR STORM WATER FLOW. !
<br />PWR
<br />'OLE
<br />I.AR AND CAP FO° !
<br />' RrEAF x3TR 14490" I
<br />!
<br />TE JANIlAFT' 29, 2020 3
<br />!
<br />!
<br />!
<br />I
<br />USE EXISTING SEWER &
<br />WATER FOR PROPOSED
<br />HOUSE ON LOT 1.
<br />REPLACE ON-517E PIPES WITH
<br />NEW MATERIAL AS REQUIRED
<br />BY CITY OF EVERETT
<br />' CHAINLINK FENCE
<br />CHAINLINK FENCE CORNER IS 0.5' EAST
<br />RIM = 120.57'
<br />DRAINAGE PLAN NOTES:
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UN77L IT HAS BEEN
<br />INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFlCATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
<br />CDNST.RUCTTON (CURRENT EDIRON).
<br />J. APPROXIMATE LOCA77ONS OF EXISTING U71LI71ES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br />SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIRCA7701V OF LOCA7101VS AND TO
<br />AVOID DAMAGE TO ANY ADD17701VAL UT1UflES SHOWN. IF CONFUCTS WTH EXISTING U77U77ES ARISE DURING
<br />CONSTRUC71ON, THE CONTRACTOR SHALL N07IFY 7HE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL
<br />BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PRO ECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE
<br />AND GRADE PRIOR TO STAR77NG CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED `DUMP NO WASTE DRAINS TO STREAM, LAKE,
<br />RIVER, PUGET SOUND, OR MEXAND. "CHOOSE APPROPRIATE FEATURE FOR 7HE PROJECT
<br />NOTES
<br />1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR
<br />SHOWN IN THE PRECAST BASE SECTION, FIBERS
<br />(PLACED ACCORDING TO THE WSDOT STANDARD
<br />SPECIFICATIONS), OR WIRE MESH HAVING A
<br />MINIMUM AREA OF 0.12 SQUARE INCHES PER
<br />FOOT SHALL BE USED WITH THE MINIMUM
<br />REQUIRED REBAR SHOWN IN THE ALTERNATIVE
<br />PRECAST BASE SECTION. WIRE MESH SHALL NOT
<br />BE PLACED IN THE KNOCKOUTS.
<br />2. THE KNOCKOUT DIAMETER SHALL NOT BE
<br />GREATER THAN 18". KNOCKOUTS SHALL HAVE A
<br />WALL THICKNESS OF 2" MINIMUM TO 2.5"
<br />MAXIMUM, PROVIDE A 1.5" MINIMUM GAP
<br />BETWEEN THE KNOCKOUT WALL AND THE
<br />OUTSIDE OF THE PIPE. AFTER THE PIPE IS
<br />INSTALLED, FILL THE GAP WITH JOINT MORTAR IN
<br />CORRUGATED POLYETHYLENE ACCORDANCE WITH WSDOT STANDARD
<br />3 2°„ STORM SEWER PIPE SPECIFICATION 9-04.3.
<br />3. THE MAXIMUM DEPTH FROM THE FINISHED
<br />3 GRADE TO THE LOWEST PIPE INVERT SHALL BE 5.5'.
<br />4. THE FRAME AND GRATE MAY BE INSTALLED WITH
<br />THE FLANGE DOWN OR INTEGRALLY CAST INTO
<br />THE ADJUSTMENT SECTION WITH FLANGE UP.
<br />2", 4", 6", 12" OR 24" 5. THE PRECAST BASE SECTION MAY HAVE A
<br />ROUNDED FLOOR, AND THE WALLS MAY BE
<br />SLOPED AT A RATE OF 1:24 OR STEEPER.
<br />6. THE OPENING SHALL BE MEASURED AT THE TOP
<br />OF THE PRECAST BASE SECTION.
<br />ONE #3 BAR HOOP FOR 6" HEIGHT
<br />INCREMENT, SPACED EQUALLY 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
<br />RECTANGULAR ADJUSTMENT SECTION THE INLET HAS BEEN PLACED.
<br />#3 BAR EACH
<br />CORNER
<br />18" MIN
<br />o #3 BAR EACH CORNER I I ra
<br />I / �� #3 BAR HOOP I WSDOT STD PLAN B-25.60-00 ACCEPTABLE SUBSTITUTE
<br />� #3 BAR HOOP . �'
<br />CITY OF EVERETT
<br />Z 'v PUBLIC WORKS DEPARTMENT
<br />o ONE #3 BAR �E „
<br />w� ACROSS BOTTOM RVAN SASS EATH-E GRIFFIN PAUWI E M s 3/07/2017
<br />i PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION CONCRETE INLET
<br />s (SEE NOTE 1) 401
<br />I�
<br />NOTES
<br />FRAME AND VANED GRATE
<br />3a 3O"
<br />PIPE ALLOWANCES
<br />MAXIMUM
<br />PIPE MATERIAL
<br />INSIDE
<br />DIAMETER
<br />REINFORCED OR
<br />12"
<br />PLAIN CONCRETE
<br />ALL METAL PIPE
<br />15"
<br />*CPSSP
<br />(WSDOT STD. SPEC. 9-05.20)
<br />12"
<br />SOLID WALL PVC
<br />15"
<br />WSDOT STD. SPEC. 9-05.12 1
<br />PROFILE WALL PVC
<br />15"
<br />(WSDOT STD. SPEC. 9-05.12
<br />PIPE ALLOWANCES
<br />MAXIMUM
<br />PIPE MATERIAL
<br />INSIDE
<br />DIAMETER
<br />REINFORCED OR
<br />12"
<br />PLAIN CONCRETE
<br />ALL METAL PIPE
<br />15"
<br />*CPSSP
<br />12"
<br />(WSDOT STD. SPEC. 9-05.20)
<br />SOLID WALL PVC
<br />15"
<br />WSDOT STD. SPEC. 9-05.12 1
<br />PROFILE WALL PVC
<br />15"
<br />WSDOT STD. SPEC. 9-05.12 2
<br />1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR
<br />SHOWN IN THE PRECAST BASE SECTION, FIBERS
<br />(PLACED ACCORDING TO THE WSDOT STANDARD
<br />SPECIFICATIONS), OR WIRE MESH HAVING A
<br />MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT
<br />SHALL BE USED WITH THE MINIMUM REQUIRED
<br />REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE
<br />SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
<br />KNOCKOUTS.
<br />2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
<br />THAN 20". KNOCKOUTS SHALL HAVE A WALL
<br />THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
<br />PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
<br />KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
<br />AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
<br />JOINT MORTAR IN ACCORDANCE WITH STANDARD
<br />S"
<br />* CORRUGATED POLYETHYLENE
<br />WSDOT SPECIFICATION 9-04.3.
<br />i
<br />i
<br />STORM SEWER PIPE
<br />3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE
<br />TO THE LOWEST PIPE INVERT SHALL BE 55%
<br />I
<br />1
<br />2", 4", 6", 12" OR 24"
<br />4. THE FRAME AND GRATE MAY BE INSTALLED
<br />THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE
<br />ADJUSTMENT SECTION WITH FLANGE UP.
<br />5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
<br />I
<br />FLOOR, AND THE WALLS MAY BE SLOPED AT A ATE
<br />ONE #3 BAR HOOP FOR 6" HEIGHT
<br />OF 1:24 OR STEEPER.
<br />INCREMENT, SPACED EQUALLY
<br />}
<br />6. THE OPENING SHALL BE MEASURED AT THE TOP OF
<br />FENCE 0.2' WEST
<br />RECTANGULAR ADJUSTMENT SECTION
<br />THE PRECAST BASE SECTION.
<br />OF PROPERTY LINE s
<br />7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
<br />!
<br />I F
<br />THE BASIN HAS BEEN PLACED.
<br />I
<br />g
<br />� I
<br />3
<br />#3 BAR EACH
<br />#3 BAR EACH
<br />I I
<br />CORNER
<br />A ' ' CORNER
<br />)
<br />z 18" MIN
<br />#3 BAR HOOP
<br />I �/
<br />4' CHAINLINK FENCE
<br />m A I
<br />g
<br />� 1 /I �`� #3 BAR HOOP
<br />WSDOT STD PLANACCEPTABLE SUBSTITUTE
<br />CITY OF EVERETT
<br />C�D
<br />#3 BAR EACH SIDE
<br />PiiF#LiC WORKS DEPARTMENT
<br />.+' I
<br />o
<br />s
<br />#3 BAR EACH WAY
<br />ALTERNATIVE PRECAST BASE SECTION
<br />AN AS EATH R GRIFFIN PALL WILHELM
<br />°"`"�' - � WRB 03�07%2017
<br />PRECAST BASE SECTION
<br />19
<br />(SEE NOTE 1)
<br />CATCH BASIN TYPE 1 402
<br />/ I
<br />SIDE SEWER CONNEC77ON
<br />6' WOOD FENCE 0.2' NORTH OF ,FIROPERTY LINE
<br />RIM = 136, 09'
<br />s r.
<br />TER DA7ED - 6-22-21 REVISION DATE 7-5-21
<br />PLGE,'( 5001
<br />WATER
<br />VI CINI T I MAP
<br />N. T. S.
<br />LEGAL DESCRIPTI01M
<br />LOT 27, EDGEWATER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
<br />10 OF PLATS, PAGE 94, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />S/7UA 7E IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />(LEGAL DESCRIP77ON PER STATUTORY WARRANTY DEED A.F.N. 201911140460)
<br />WER
<br />L GULCH ..
<br />BASIS OF BEARING: MONUMENTED CENTERLINE OF SOUND AVENUE TAKEN AS NORTH
<br />0'00'32" WEST.
<br />DATUM.NAW88- SUB TRACT 3688' FROM NA VD 88 TO ACHIEVE NGVD 29.
<br />BENCHMARK: FOUND CASED, 4" DIAMETER ROUND CONCRETE M ONUMENT NTH 2" IRON PIPE
<br />WITH LEAD AND BRASS PIN. LOCATED AT THE INTERSEC71ON OF SOUND AVENUE AND UPLAND
<br />AVENUE AKA CITY OF EVERETT STA77ON 828-02-52. ELEVATION= 201.30
<br />REFERENCES: (P) PLAT OF EDGEWATER, VOLUME 10, PAGE 94
<br />(Rl) RECORD OF SURVEY, AFN 9004045002
<br />PAVEMENT
<br />I
<br />WITHIN LOT 2
<br />PANHANDLE
<br />1, 068 SF
<br />-- PAVEMENT
<br />tl 850 SF
<br />ROOFTOP
<br />IMEPRV10US
<br />AREA: 2,337 SF
<br />u
<br />LOT 2
<br />LOT 2 IMPERVIOUS AREAS:
<br />GROSS.• 4,255 SF
<br />NET 4187 SF
<br />LOT 2 I MPERI VOUS AREA EXHI BI T
<br />NOT TO SCALE
<br />DONNA BRESKE & ASSOCIATES, LLC
<br />LAND USE CONSULTING & CIVIL ENGINEERING
<br />6621 FOSTER SLOUGH RD
<br />SNOHOMISH, WA 98290
<br />PHONE 206-715-9582
<br />PROJECT CONTACTS:
<br />OWNER
<br />R1AN HAYWARD (CASCADE
<br />GENERAL CONTRACTORS)
<br />PO BOX 34 NORTH LAKEWOOD, WA
<br />98259
<br />PHONE. (425) 754-5885
<br />EMAIL: rion@coscodegcinc.com
<br />ARCHITECT
<br />TOM LEREN
<br />PHONE: 206-954-4145
<br />EMAIL: tom(Plerendesign.com
<br />PROJECT INFORMATION:
<br />SITE ADDRESS.3618 SHORE AVE EVERETT,
<br />WA 98203
<br />TAX PARCEL: 00433600002700
<br />ZONING. R-S
<br />GROSS SIZE. 17,424 SF (0.40 AC)
<br />SETBACKS:
<br />FRONT: 20'
<br />SIDE. 5'
<br />REAR. 20'
<br />6 �a- 6 U
<br />DEC 0 9 2(
<br />CITSHEET INDEX.- P ®F eve
<br />1 rvi
<br />- SITE PLAN AND DRAINAGE
<br />2 - TESC & DEMOLITION
<br />Permit#:
<br />PW2011-016
<br />Site Address:
<br />3618 SHORE AVE
<br />Owner:
<br />CASCADE GENERAL CONTRACTING INC
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />11/9/2020
<br />Proposed Use:
<br />Description:
<br />Sitework for 2 Lot Short Plat
<br />Reviewed By Date:
<br />-Office Set Jab Site Set Fire/Planning Set
<br />SITE PLAN & DRAINAGE
<br />t/ OR
<br />RIAN HAYWARD 2--LOT SHORT PLAT
<br />TAX PARCEL: 00433600002700 DATE: 3-25-2021
<br />D
<br />www.DONNABRESKE.com
<br />SCAIT.,E: 1 " = 20' 1 SHEET. 1 of 2
<br />
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