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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 />