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NW 114 NW 114, SEC.8, T 28N., R.5E., W.M.
<br /> STORM DRAINAGE NOTES: 1
<br /> 1.NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN LEGAL DESCRIPTION
<br /> INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT.
<br /> LOTS 19,20,21,AND 22,BLOCK 28,PLAT OF PINEHURST DNISION"B",
<br /> 2.ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS,
<br /> AND SPECIFICATIONS AND THE WSDOTTAPWA STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL PAGE 18,IN SNOHOMISH COUNTY,WASHINGTON,
<br /> CONSTRUCTION(CURRENT EDITION). EXCEPT THE EAST 10 FEET OF SAID LOT 22.
<br /> 3.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON.
<br /> SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND
<br /> TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF CONFLICTS WITH EXISTING UTILITIESARISE DURING
<br /> / LOP 2 CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> ' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br /> CITY;OF EVERETT SHORT PLAT SP 1202-j-91 PROJECT.
<br /> SSMH RIM=374.70 S RECORDi6 UNDER AFN 9104250420&AFN 91106255003
<br /> INV.8"PVC(N)=367.45 4.ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR
<br /> INV.8`PVC(S)=367.35 LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> / HOUSE 5.ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO STREAM,LAKE,
<br /> K X RIVER,PUGETSOUND,ORWETLAND."CHOOSE APPROPRIATE FEATURE FOR THE PROJECT,
<br /> VERTICAL DATUM
<br /> -_--_---_I -
<br /> j ro j / SHED
<br /> ---_-__-�----- --' / I I I 6.DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE(EMC),CITY ADOPTED STORMWATER NA VD 88 NAVD 88-3.67'=NGVD 29 o ,LLIl/11L/1L/1 --------`-- ------I ------ MANAGEMENT MANUAL,POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETTS DESIGN AND ( )
<br /> CB RIM=J73.55 CONSTRUCTION STANDARDS$SPECIFICATIONS. CONC.NEAR THE IN SECTION OF MADISON ST
<br /> FOUND CASED MON W INVERTED NAIL SET IN
<br /> IN NC W)=372.75 GRAVEL A AND WETMORE AVE.
<br /> LLEY
<br /> ELEVATION=38280'
<br /> ro AREA AO \ ---�
<br /> AREAOB / 5 TYP.a
<br /> SSMH RIM=373.75 s �
<br /> m NOT MEASURED.LID o
<br /> PAVED SHUT COULD ' W _i
<br /> ....- .....
<br /> NOT OPEN N .... .... g
<br /> Q 20' AR SETS CK SITE PREPERATION NOTES:
<br /> L'i
<br /> 9 1. VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE PROJECT MANAGER OF ANY
<br /> Try O E� VARIATION PRIOR TO COMMENCEMENT OF WORK.
<br /> g R AREA A SURVEY REFERENCES
<br /> w 1 2. BEFORE ANY LAND DISTURBING ACTIVITY BEGINS, DOWN-SLOPE AND SLOPE-PERIMETER EROSION
<br /> AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT (RU PLAT OF PINEHURST DIOS1ON"R"-VOL.8,PG. 18
<br /> New 3/4"Water Meter PINEHURST DIV. "B" PRACTICES (BMP.) PER WASHINGTON STATE DEPARTMENT OF ECOLOGY REQUIREMENTS. (R2)RECORD OF SURVEY-AFN 201JO7105002
<br /> to be set at property - :Y BILK. 28, VdL.8, PG. 18 (R3)SHORT PLAT SO 1202-1-91-AFN 9106255003
<br /> SCALE: 1"=20' line 3. PRIOR TO THE PLACEMENT OF ANY FILL OF PAVEMENT CONSTRUCTION , ALL TOPSOIL SURFACE
<br /> :m VEGETATION, AND ANY SOFT OR LOOSE SOILS SHALL BE COMPLETELY REMOVED FROM TO PROPOSED
<br /> 0 20 40 FOUND CASED CONE MON. I - iw LOT 23 LOT 24 LOT 25 CONSTRUCTION AREAS. TOPSOIL OF OTHER SUCH MATERIAL CONTAINING ORGANIC MATTER SHALL
<br /> W/INVERTED NAIL,DOWN 0.2' I :W NOT BE USED AS FILL BUT MAY BE STOCKPILED AND USED FOR LANDSCAPING PURPOSES.
<br /> VISITED 8103123 :W
<br /> 4. ISOLATED SOFT OR LOOSE AREAS, WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL
<br /> EW3 o R /
<br /> / 3 I'n / ! COMPACTED TO THE ADJACENT SOIL DENSITY.
<br /> AREA >,, 6'Wide Asphalt
<br /> EX.WA P R METE w ---;-/� 5. IN AREAS TO BE FILLED OF PAVING, THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR
<br /> z (( I( ( I z I /o Paved Walkway shall SCARIFIED TO A DEPTH OF 6 INCHES AND RE-COMPACTED BEFORE PLACING FILL OR PAVEMENT
<br /> sL/'iO" 20'FRO 1 SL$Y1 .: _� L/ extend to property BASE
<br /> SSMH RIM=373.45 d'' +++YYY "Y LJ /
<br /> / line. Field decision MATERIAL IPROCEDURES
<br /> INV.8"PVC(N)=365.50 /
<br /> INV 8"PVC(S)-365.40 ro /, can be made with PW 6. PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN 6 INCH LAYERS AND COMPACT. METHOD OF SURVEY.
<br /> 8"CONC(SW)(RECORO) EX. ¢ Inspector to go SURVEY PERFORMED BY FIELD TRAVERSE AND REAL TIME KINEMATIC
<br /> S around/or remove 7. ALL NEWLY-CUT OR FILLED AREAS ARE TO BE MULCHED TO ADEQUATELY CONTROL SOIL EROSION GPS POSITIONING UTILIZING THE HxGN SMARTNET NETWORK
<br /> AREAOB tree. PRIOR TO FINAL LANDSCAPING COMPLETED BY CLIENT.
<br /> INSTRUMENTATION:
<br /> _ �I ^ LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br /> D P L �� ''• ` ,_ SET NAIL/WASHER IS(S)Or CORNER ; S. THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2H:1 V LEICA VIVA GNSS GS08 RECEIVER
<br /> 72Ni�I I
<br /> _--_---- - -- I EXTENDED 9 ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED ALL EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT T331 130 100
<br /> .. N 88'2/'S5 W 89.89' "� MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC 3
<br /> /� 10. CALL BEFORE YOUR DIG FOR LOCATION OF UNDERGROUND UTILITIES. PRECISION:
<br /> LEGEND ® TMEETS OR HROUGH 3 EXCEEDS STATE
<br /> STANDARDS SET BY WAC 332-130-080
<br /> IIyy�I," 11. ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS
<br /> RASIS OF BEARING:
<br /> SE!1/2"X 24"REBAR W/CAP STAMPED"PCs 37536° _ __- \ I/ /�, I/ 12. THE INDICATED LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. EACH INDIVIDUAL THE MONUMENTED CENTERLINE OF WETMORE AVE,AS THE BEARING OF
<br /> S I\SOl V AVE UTILITY SHALL BE COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES. NORTH 01'03'14"EAST.
<br /> O EXISTING REBAR W/CAR,AS NOTED \\��\ - L--m ----- _-_-_-_____- _ _ - - - - -434.43'STRUCTURE TO STRUCTURE
<br /> 13. PROPERTY LINES SHALL BE VERIFIED PRIOR TO INSTALLATION OF EROSION CONTROL MEASURES,
<br /> A SET NAIL AND WASHER STAMPED"PCS 37536" \ N 88'2155"W 507.37' CONSTRUCTION, GRADING, CLEARING, AND TREE REMOVAL. TREE REMOVAL ON SHARED ACCESS
<br /> SSMH RIM=369.5 ASPHALT ROADWAY
<br /> kC EXISTING AWL AND WASHER AS NOTED 1 INV.8"PVC(E)=358.98 � SHALL BE DONE UNDER CONTRACT WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT.
<br /> O I / ':.
<br /> FOUND CONCRETE MONUMENT AS NOTED � INV.8"PV((W)=359DB `. �L;.,..
<br /> RIGHT OF WAY CENTERLINE j O A DRIVEWAY APPROVED
<br /> CB RIM=367.E) Y Ofece Df Eo .m tyPlanning&Economic Development
<br /> INV---B-CONC E)=--- PLANNING DEPARTMENT
<br /> Q STORM DRAIN MANHOLE i r---------------------------------
<br /> INVERT/CULVERT -----------------------------------_
<br /> i j NAME: Teddi Holbrook NOTES
<br /> ❑ CATCH BASIN
<br /> DATE: 04/29/2024
<br /> IN WATER VALVE 1.)THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
<br /> Walk paths from both This approval only applies to WHOSE NAMES APPEAR HEREON ONLY,AND DOES NOT EXTEND TO ANY
<br /> FIRE HYDRANT front doors shall CONSTRUCTION SEQUENCE: the work being performed under UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIRCATION BY THE LAND
<br /> SURVEYOR OF RECORD.
<br /> 1H WATER METER connect to 6'Wide Permit# PW2311-023
<br /> �{ I�2' MIN SETBACK 1.ATTEND PRE-CONSTRUCTION CONFERENCE. 2.)BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS;
<br /> I I asphalt paved 2.INSTALL T.E.S.C.MEASURES. and does not recognize any OWNERSHIP LINES MAY VARY.NO GUARANTEE OF OWNERSHIP IS EXPRESSED
<br /> QS SANITARY SEWER MANHOLE �`ExxT oLL 11 Q1 4"DIA.PVC PIPE(TYP)
<br /> walkway' 3.CLEAR AND GRADE SITE. existing structure that may not OR IMPLIED.THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF I TITLE
<br /> o MAILBOX L 02 YARD DRAIN(TYP) REPORT AND DOES NOT PURPORT HI SHOW ALL EASEMENTS,RESTRICTIONS,
<br /> 4.INSTALL STORM DRAINAGE SYSTEM. meet Zoning Code. RESERVATIONS,AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF
<br /> SIGN POST nnx 3Q OR TYP 1 5.INSTALL SEWER AND WATER SYSTEM. SUBJECT PROPERTY.
<br /> 4 our srovE UTILITY/POWER POLE _ 6.GRADEROAD.
<br /> -vs*!_or cur�o X � BMP T5.10B(48')DISPERSION TRENCH W/NOTCHED GRADE BOARD PLANNING DEFT.INSPECTION REQUIRED 3. RECORD SEWER LINE FROM CITY OF EVERETT GIS.
<br /> �j GUY ANCHOR ° PER FIGURE V-4.5 2019 Stormwater Management Manual for Western Washington 7.AS-BUILT. )
<br /> - PRIOR TO REQUEST FOR FINAL INSPECTION
<br /> 8.REMOVE T.E.S.C.MEASURES. ❑X Landscaping❑ Fencing❑Signs
<br /> © POWER VAULT TYP CUT & FILL SECTION 5) BMP T5.12 SHEET FLOW DISPERSION
<br /> AT PROPER ry LINE PER FIGURE V-3.2 Sheet Flow Dispersion for Driveways Environmentally Sensitive Area
<br /> CONIFEROUS TREE 2019 Stormwater Management Manual for Western Washington ❑Other
<br /> DEGIDuous TREE contact: APPROVED
<br /> PUBLIC WORKS DEPARTMENT
<br /> (425)257-8731 eXt. BY:THennan
<br /> F FIR
<br /> DATE:04/30/2024
<br /> C CEDAR
<br /> P PINE SOIL MANAGEMENT PLAN(BMP 5.13): NOTE: CITY OF EVERETT REVIEWED FOR PERMIT
<br /> S SPRUCE AREAOA:AMEND EXISTING SOIL IN-PLACE(2-INCH OF COMPOST)-25 C.Y. EXISTING STRUCTURES,DRIVEWAYS,
<br /> AND WALKWAYS WILL BE REMOVED AND
<br /> CW COTTONWOOD REPLACED BY NEW SINGALE FAMILY
<br /> AREA©:roPsolL(MIN.a"of TOP solL)-41 C.Y. PROJECT/SITE INFORMATION SITE ADDRESS PARCEL NUMBER:
<br /> A ALDER DUPLEX AND ASSOCIATED TOTAL PARCEL AREA: 9,881 S.F.
<br /> IMPROVEMENTS EXISTING IMPERVIOUS AREA: CURRENT ZONNING:R-2 1903 Jackson Ave. 00545002801900
<br /> BMP T5.13 POST-CONSTRUCTION SOIL QUALITY AND DEPTH IS ACHIEVED BY IMPLEMENTING HOUSE STRUCTURES 2,008 SF COMP PLAN:SF EVERET,WA 98203
<br /> BEST MANAGEMENT PRACTICE.SOILS THAT HAVE BEEN DISTURBED,WILL BE AMENDED SHED 322 SF
<br /> ACCORDING TO THE FOLLOWING PROCEDURES: DRIVEWAYS 1,748 SF AREA OF DISTURBANCE: 9,881 S.F. LOT SIZE:9,881 S.F.
<br /> WALKWAYS 874 SF SITE GRADING: 170CY CUT AND FILL APPLICANT/CONTACT/OWNER:
<br /> A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT. ALLOWABLE LOT COVERAGE:35% NAPA HOMES LLC
<br /> B. IN PLANTING BEDS,WILL PLACE THREE INCHES OF COMPOSTAND TILL IN TO AN EIGHT-INCH DEPTH. TOTAL 4,9525E NEW IMPERVIOUS AREA: BUILDING AREA:2,800 S.F. NAPAHDESIGN�GMAILOaM
<br /> C. IN TURF AREAS,WILL PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH. DUPLEX STRU SF CTURE(INCL.OVERHANG) 3,311 SF LOT COVERAGE 28.34%
<br /> D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP,COARSE BARK MULCH,OR COMPOST MULCH DRIVEWAYS 425-268-2515
<br /> 221
<br /> WALKWAYS 21 SF
<br /> TO PLANTING BEDS AFTER FINAL PLANTING. ALLOWABLE IMPERVIOUS COVERAGE:50%
<br /> TOTAL IMPERVIOUS AREA:4,434 S.F.
<br /> UNDISTURBED SOILS WILL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION. TOTAL 4,434 SF IMPERVIOUS SURFACE COVERAGE:44.87% Permit#: PW2311-023
<br /> PRESERVE NATIVE SOILS BY STOCKPILING SITE DUFF AND TOPSOILS AND REAPPLY AFTER GRADING AND Site Address: 1903 Jackson Ave-Unit A&B
<br /> CONSTRUCTION. BUILDING HEIGHT LIMIT'28' Owner: Napa Homes LLC
<br /> Application Date: 11/17/2023
<br /> Description: Sitework for New Duplex
<br /> ADDITIONAL GRADING AND EROSION CONTROL NOTES: 1903 ` City of Everett Permit Review
<br /> CALL 811 BEFORE POUDIG EVERETT Status:Approved as Noted
<br /> 1. ADDITIONAL SEDIMENTATION CONTROL MAYBE REQUIRED O4/.3OI2O24 2:.34:29 PM
<br /> DURING THE CONSTRUCTION PROCESS.
<br /> 2. NO EXPOSED SOILS ON-SITE LONGER THAN 48 HRS.
<br /> COVER USING MULCHES SOIL STOCK PIES AS WE L'11F ORVISQUEEN.THIS TO LL. R REVISION: DATE: DESIGN MW 19003 ACKSONAVE. STALE 20
<br /> �.EF wA5 �q Added w lkwa 4 24 24
<br /> MAHER WELAYE, P.E. gP a N /� DRAWN DUPLEX JOB No.
<br /> 15516 - 56TH AVE. W "�� MW 2023-01
<br /> EDMONDS, NA 98026 4 _
<br /> CHECKED SHEET
<br /> PH: (206)816-0455 z
<br /> RFaIETS MW SITE PLAN
<br /> 1
<br /> ION11
<br /> \QZp24 DATE OF
<br /> A 3
<br /> OCT., 2023
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