|
HELD A BEARING OF NORTH 55 04'13" WEST BETWEEN FOUND OFFSET
<br />MONUMENTS LOCATED AT THE INTERSECTIONS OF 197M ST TEETISTATE
<br />STREET AND 18TH STREETIW11LNUT STREET TO ORIENT TO SURVEY
<br />RECORDED UNDER AFN 20150513500J
<br />PROPOSED BUILDING
<br />PROPOSED GRAVEL DRIVEWAY.•
<br />TOTAL NEW IMPERVIOUS SURFACE'
<br />EXISTNG SIR TBR:
<br />EXIS77NG GRAVEL DRIVEWAY TBR.•
<br />TOTAL IMPERVIOUS SURFACE 70R:
<br />NET NEW IMPERVIOUS SURFACE'
<br />1,930 SF (WIOVERHANG)
<br />375 SF
<br />Z305 SF
<br />1,905 SF (W/OVERHANG)
<br />310 SF
<br />2,215 SF
<br />90 SF
<br />ABBREVIATIONS TABLE
<br />A/P)
<br />= ANGLE POINT
<br />(MCSE)
<br />= MIN CRAWL SPACE EL EV
<br />8C)
<br />= BOTTOM OF CURB-Fl
<br />(OWS)
<br />= OIL WATER SEPARATOR
<br />OW)
<br />= BOTTOM OF WALL
<br />(PC)
<br />= POINT OF CURVATURE
<br />00)
<br />= BL0WOFF
<br />(PI)
<br />= POINT OF INTERSECTON
<br />ORK)
<br />= BREAK/GRADE BREAK
<br />(PL)
<br />= PROPERTY LINE
<br />CB)
<br />= CATCH BASIN
<br />(PP)
<br />= POWER/UMITY POLE
<br />CBU)
<br />= COLLEC77ON BOX UNITS
<br />(PT)
<br />= POINT OF TANGENCY
<br />CE)
<br />= CULVERT END
<br />(PVWT)
<br />= PAVEMENT
<br />CL)
<br />= CENTER LINE
<br />(RE)
<br />= RIM ELEVATION
<br />CO)
<br />= CLEANOUT
<br />(SD)
<br />= STORM DRAIN
<br />CSBC)
<br />= CR. SURF'G BASE COURSE
<br />(SLL)
<br />= SOLID LOCKING LID
<br />GSTC)
<br />= CR. SURF'G TOP COURSE
<br />(SS)
<br />= SANITARY SEWER
<br />G7R
<br />= CENTER
<br />(SSMH)
<br />= SEWER MANHOLE
<br />D1P�
<br />= DUCTILE IRON PIP£
<br />(SNCTR)
<br />= STRUCTURE
<br />DRNG)
<br />= DRAINAGE
<br />(TBR)
<br />= TO BE REMOVED
<br />'EL)
<br />= ELEVATION
<br />(TC)
<br />= TOP OF CURB
<br />EOA)
<br />= EDGE OF ASPHALT
<br />(TG1)
<br />= 7HRU CURB INLET
<br />'EOG)
<br />= EDGE OF GRAVEL
<br />(TOB)
<br />= TOP OF BANK
<br />'ESM'T)
<br />= EASEMENT
<br />(TW)
<br />= TOP OF WALL
<br />'EX)
<br />= EXIS77NG
<br />(T}p)
<br />= TYPICAL
<br />'GA)
<br />= GUTTER LINE OF CURB
<br />(T),-'X)
<br />= TYPE -CB/MH
<br />'GRT)
<br />= GRAVE
<br />(Ty-1)
<br />= TYPE I CB
<br />`GRVL)
<br />= GRAVE-L
<br />(YD)
<br />= YARD DRAIN
<br />'FH)
<br />= FIRE HYDRANT
<br />(VG)
<br />= VANED GRATE
<br />'FIL)
<br />= FLOW LINE
<br />(W)
<br />= WA7ERIW4TER MAIN
<br />`FOC)
<br />= FACE OF CURB
<br />(WCR)
<br />= WHEEL CHAIR RAMP
<br />'IE)
<br />'IN
<br />= INERT ELEVATON
<br />(WM)
<br />(WV
<br />= WATER METER
<br />= WATER VALVE
<br />T)
<br />ALL)
<br />= INTERSECTION
<br />= LOT LINE
<br />(1 x 6)
<br />= 1/parts DELTA
<br />= MAILBOX
<br />AGED
<br />EXISTING DESCRIPTION PROPOSED
<br />I !
<br />STORM DRAIN GB (T)--1)
<br />i STORM GRAIN CB (Ty 2)
<br />- --s>-� STORM DRAIN SERVICE STUB -
<br />�\ SAN. SEWER MANHOLE
<br />SAN, SEWER CLEAN OUT
<br />SAN SEWER STUB
<br />BLOW -OFF (80) i
<br />WATER SERVICE (WS)
<br />WATER VALVE (WV)
<br />C� WELL `J
<br />FIRE HYDRANT
<br />URLITY POLE (PP, UP)
<br />7REE
<br />✓� SHRUB
<br />PAVEMENT (E0A)
<br />° a CONCRETE (EGG) 9
<br />p_ GRAVEL (EOG)
<br />BLDG SETBACK LINE (BSBL)
<br />PROPERTY LINE (P/L) P/L
<br />EX R Y✓ RIGHT OF WAY (R/W) R/W
<br />CIA CENTER (C7R) LINE —CIL
<br />_ X---------- -----____.._- FENCE LINE
<br />DRAINAGE FLOW PATTERNS
<br />SECRON CORNER
<br />7P-1 SOIL LOG
<br />7EMPORARY BENCHMARK
<br />THIS CONSTRUCTON SEQUENCE IS TO BE USED AS A GUIDELINE. CONDITIONS MAY
<br />REQUIRE CHANCES IN 77MING OF WORK. CHANGES SHALL BE DISCUSSED WITH AND
<br />APPROVED BY INSPECTOR AND OWNER
<br />1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING INTH THE CITY
<br />2 FLAG CLEARING LIMITS AS INDICATED AND INSTALL S W.PP MEASURES
<br />3. CONSTRUCT BUILDING.
<br />4. STABILIZE DISTURBED LAND SURFACES
<br />i
<br />/
<br />I
<br />EX 40' 1 EX 40'
<br />F ,
<br />f
<br />NOTES:
<br />1. 7HE EXISTING DEVELOPED SITE IS PRIMARILY LEVEL
<br />2. SOILS ON SIT£ AREA ARE ALOERWOOOD-URBAN LAND COMPLEX, • HYDROLOGIC SOIL GROUP IS "C':
<br />J. DRIVEWAY/PARKING AREA WILL SLOPE TOWARDS NORTH AS INDICATED IN PLAN VIEW
<br />4. A MAXIMUM OF 700 SF OF IMPERVIOUS ROOF AREA MAY DRAIN TO EACH DOWnISPOUT PER STORMWATER MANAGEMENT MANUAL FOR
<br />WESTERN WASHINGTON (SMMWW) V 4 1 NEW BUILDING EXPECTED TO HAVE A MINIMUM OF 3 DOWNSPOUTS DOWNSPOUTS WILL TIGHT
<br />LINE TO PROPOSED FLOATABLE MATERIAL SEPARATOR & GAS TRAP AND DISCHARGE TO THE SEWER MAIN USING A SEPARATE
<br />STORM SIDE SEWER AS INDICATED IN CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICA77ONS (DCSS) 6-10.
<br />5. CON7RACTOR WILL TAKE CARE IN REMOVING EXIS71NG VEGETATED AREAS AS TO NOT REMOVE TOP SOIL OR VEGETAAON OUT SIDE
<br />OF THE CLEARING LIMITS OR POLLU71ON GENERA77NG IMPERVIOUS SURFACE (PGIS) PRISM IF SOILS ARE REMOVED OUTSIDE OF THE
<br />BUILDING OR PGIS PRISM, THEN THE CONTRACTOR WILL RECALCUI ATE AND INCORPORATE W`7H EX157ING SOIL OR AMENDED SOILS
<br />AS LONG AS THEY MEET THE REQUIREMENTS IDENTIFIED IN SMMWW, BMP T5.13.
<br />(SEE REQUIREMENT CALCULATIONS IN DRAINAGE REPORT).
<br />6. A ROCK CONSTRUCTION ENTRANCE 1S NOT REQUIRED.
<br />Z EXIS77AIG TOPSOIL WAS TESTED AND IT IS CONFIRMED THAT IT MEETS THE REQUIREMENTS AS INDICATED SMMWW BMP T5I3
<br />EXIS71NG TOPSOIL WILL BE STOCK PILED FOR FINAL STABILIZA,770N. (REFER TO MAC ENGINEERING DRAINAGE REPORT FOR
<br />ADDI7IONAL DETAILS).
<br />v2
<br />EX SFR
<br />005632,35400700
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<br />EX FENCE (T'I'P)
<br />EX SHRUBS
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<br />MB I PROOPOSED I I I !
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<br />EX "£f ° SEK
<br />(WJ O Alf) MAIN .
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<br />EX ern .% I v;
<br />AMENDED SOILS 20
<br />GRAVE-1FD AREA
<br />AMENDED SOILS
<br />''-27, i " I =--i (1�i1
<br />JCOMA CSTC
<br />EX GROUND EX GROUND
<br />ATE.
<br />1. EXIS77NG VEGETAAOPI 1S NOT TO BE DISTURBED
<br />2. 6" COMPACTED SUB -BASE OR NAIVE MATERIAL
<br />SUBGRADE COMPACTED TO 957. MAX. DENSITY
<br />(MODIFIED PROCTOR).
<br />DRIVEWAY DETAIL A
<br />N. T. S.
<br />652-5820
<br />EMAIL: macenaineerin-c--Y(�Pfrontiercom
<br />MR
<br />i
<br />EX ASPHALT
<br />/ DR l EWAY
<br />I
<br />EX ROCKS
<br />SANITARY SEWER CONSTRUCTION NOTES'
<br />A. ALL WORK AND MATERIALS SHALL CONFORM TO IHE CITY OF EVERETT STANDARDS AND WSDOT/APWA
<br />STANDARD SPECIFICA AONS
<br />R NO PART OF 7HE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UN17L IT HAS BEEN
<br />TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR,
<br />C. APPROXIMATE LOCATIONS OF EXISTING U77LJ77ES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br />SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATONS AND TO
<br />AVOID DAMAGE TO ANY ADDIAONAL UTILITIES NOT SHOWN. IF CONFLICTS WTH EXISTING UALITTES ARISE DURING
<br />CONSTRUCAON, THE CONTRACTOR SHALL NORFY 7HE PUBLIC WRKS INSPECTOR AND ANY CHANGES REQUIRED SHALL
<br />BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONS7RUCTON ON 7HE PROJECT.
<br />D. ALL SEWER MAIN EXTENSIONS WHIN ATE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY
<br />FOR LINE AND GRADE PRIOR TO STARING CONS7RUC770N.
<br />ROJEE T URV YOR
<br />GRADING ESTIMATE
<br />SLIEST INDEX DA7E
<br />REWSIONJISSUED
<br />BASELINE LAND SURVEYING, LLC
<br />CUT 110 CY's
<br />FILL: 110 CY's
<br />03119121
<br />ISSUED
<br />DAWD MICHAEL LEMKE, PLS
<br />P.O. BOX 266
<br />EVERETT; WA 98206
<br />PHONE: (425) 610-9848
<br />david@5aselines.com
<br />THE GRADING ESAMA7E PROVIDED FOR
<br />THESE PLANS IS APPROXIMATE, AC7UAL
<br />GRADING VOLUMES MAY VARY.
<br />CALCULATONS DO NOT ACCOUNT FOR
<br />VARIOUS VOLUMETRIC CHANGES DURING 7H£
<br />EARTH WORK PROCESS
<br />CI)
<br />C2)
<br />C3)
<br />C4)
<br />SITE PLAN
<br />EXISTING CONDIAONSfSWPP PLAN
<br />SWPPP N07ES
<br />DETAILS
<br />CALL ;THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF AtII
<br />BEFORE YOU as UAU77ES PRIOR TO ANY CONSTRUCTON. AGENCIES INVOLVED
<br />m 2SHALL BE NOTIFIED WITHIN A REASONABLE 77ME PRIOR TO
<br />_ ... THE START OF CONSTRUCAON.
<br />ITY MAP
<br />1 "=2,000'
<br />LEGAL ECRIPTIN-
<br />ST NICHOLAS ADD BLK 354 0-00 - LOTS 5 & 6 & S 5FT LOT 7 LESS
<br />RENTALUNIT ONLY IN OF GARAGE LOG THON
<br />%ruff �
<br />TAX PARCEL NO:
<br />S17E ADDRESS:
<br />TOTAL SITE AREA:
<br />EXISTING/PROPOSED ZONING'
<br />WATER:
<br />SEWER:
<br />SCHOOL DISTRICT:
<br />FIRE DISTRICT
<br />RACY A SUBLETT
<br />1823 STATE ST
<br />EVERETT, WA 98201-2166
<br />CONTACT -
<br />MAC ENGINEERING, LLC
<br />ELDEN D. MCCALL PE;
<br />P O. BOX 177
<br />SILVANA, WA. 98287
<br />TEL, 360-652-5820
<br />E-MAIL: macengineering@frontler.com
<br />00563235400500
<br />1823 STATE ST,, EVERETT, WA 98201-2166
<br />0.16 AC
<br />CITY OF EVERETT,, R--2
<br />CITY OF EVERETT
<br />CITY OF EVERETT
<br />EVERETT SCHOOL DIST 2
<br />CITY OF EVERETT FIRE DEPARTMENT
<br />BASELINE LAND SURVEYING, LLC
<br />DAVID MICHAEL LEMKE, PLS
<br />P.O. BOX 266
<br />EVERETT, WA 98206
<br />PHONE (425) 610-9848
<br />daviddbaselines. com
<br />DATE' _ L
<br />CITY OF EVET REVt�WED FOR PERMIT
<br />Permit#:
<br />PW2104-015
<br />Site address:
<br />1.8 STATE ST
<br />Owner:
<br />Tracy Sublett
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />4/6/2021
<br />Proposed Use:
<br />NEW SFR
<br />Description:
<br />PUBLIC WORKS PERMIT FOR NEW SFR
<br />Reviewed �y: '� Date-
<br />`�/0 ce Set laic Site Set Rr Planning Set
<br />.�°�;. , .� '=����,.��+ '�`� �Ft'�'3.� � w saa� �r a `� ��•;�.
<br />SITE PLAN
<br />ON THIS DAY OF 2020
<br />BY
<br />CITY OF EVERETT ENGINEER
<br />
|