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CITY OF E VERIF, TT GE NERAL NO TES
<br />1. ALL WORK AND 1ATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH THE SPECIFICATIONS
<br />AND STANDARDS OF THE CITY OF EVERETT (2005) AND THE MOST CURRENT VERSION OF THE
<br />APWA STANDARDS AND SPECIFICATIONS
<br />2, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATION OF ALL BURIED UTILITIES OR
<br />OBSTRUCTIONS IN THE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF WORK.
<br />CONTRACTOR SHALL COORDINATE WITH WATER UTILITY, SEWER UTILITY, GAS, TELEPHONE AND
<br />ALL OTHER AFFECTED UTILITIES FOR FIELD LOCATION OF THE RESPECTIVE EXISTING FACILITIES.
<br />3, THE CONTRACTOR SHALL DIAL 1-800-424-5555 PRIOR TO CONSTRUCTION FOR AID IN
<br />LOCATING ANY UNDERGROUND UTILITIES AS APPLICABLE,
<br />4. ALL CATCH BASINS OFF CITY RIGHT-OF-WAY SHALL HAVE LOCKING TYPE GRATES OR LIDS.
<br />5, BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6--8 INCHES AND COMPACT TO 95%
<br />RELATIVE COMPACTION UNDER ROADWAYS AND 907 COMPACTION OFF ROADWAYS.
<br />6. ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIALS OR
<br />BE ASPHALT COATED TREATMENT 1 OR BETTER.
<br />7, ALL AREAS WHICH HAVE BEEN GRADED AND ARE NOT PAVED OR GRAVELED SHALL BE SEEDED
<br />WITH GRASS NO MORE THAN 30 DAYS AFTER EARTHWORK IS COMPLETED.
<br />6. FRAME AND GRATES SHALL BE CITY OF EVERETT STANDARD J405, OR AS SPECIFIED.
<br />9, NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE
<br />UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY.
<br />ALL ROOFTOP DRAINS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM VIA THE
<br />NEAREST CATCH BASIN.
<br />11; ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR "LINE AND GRADE" PRIOR TO
<br />STARTING CONSTRUCTION.
<br />12. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR AND SHALL BE
<br />RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />1. THE CONTRACTOR SHALL KEEP TWO (2) SETS OF PLANS ON -SITE AT ALL TIMES FOR
<br />RECORDING AS -BUILT INFORMATION; ONE (1) SET SHALL BE SUBMITTED TO IMEMN
<br />INC.
<br />14. GRADING OUTSIDE CITY R1GI-II-OF-WAY SHALL .CONFORM TO CHAPTER 70, UNIFORM BUILDING
<br />CODE
<br />15, CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING WEMN OVOIN- Sa JAC, WHEN FLOW
<br />RESTRICTOR FOR STORM OEDiNTION IS ON --SITE AND BEFORE IN-SERVICE: AT THIS TIME, AN
<br />AS -BUILT WILL BE DONE ON THE FLOW RESTRICTOR, ONCE RESTRICTOR IS IN SERVICE, IT
<br />WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PUMP OUT SYSTEM PRIOR TO THE AS -BUILT.
<br />16. IT IS THE RESPONSIBILITY OF THE DEVELOPER, CONTRACTOR, OR THEIR AGENTS TO NOTIFY
<br />THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK AND TO HAVE ALL
<br />WORK INSPECTED AS CONSTRUCTION PROGRESSES: ADVANCED NOTIFICATION IS REQUIRED
<br />FOR SCHEDULING OF INSPECTIONS,
<br />17. ALL FIELD ADJUSTMENTS SHf',LL HAVE THE WRITTEN APPROVAL OF THE ENGINEER.
<br />18. OFF -SITE STREETS ARE TO OL KEPT CLEAN AT ALL TIMES.
<br />19. A COPY OF THIS PLAN MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
<br />STORMTES
<br />TA P r
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE
<br />UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITY.
<br />2. VEGETATION IN GRASS OR B17FILTRATTON SWALES SHALL BE CUT AT LEAST ONCE ANNUALLY,
<br />IN EARLY FALL, TO A HEIGHT OF 6 INCHES, CUT VEGETATION SHALL BE REMOVED
<br />IMMEDIATELY FROM THE SNIALG
<br />3. ALL TYPE IT CATCH BASINS AND ALL MANHOLES SHALL BE EQUIPPED WITH LADDERS PER
<br />STANDARD PLAN #606,
<br />4. ALL TYPE It CATCH BASINS, AND ALL MANHOLES WITH "CATCHES" SHALL BE SUPPLIED WITH
<br />LOCKING LIDS OR GRATES PI-R STANDARD PLAN /y`-405.
<br />U. SECTION 7-05.2 MATERIALS (FOR IIIANHOLES), OF THE WSDOT/APWA STANDARD
<br />SPECIFICATIONS SHALL APPLY, UNLESS OTHERWISE SPECIFIED, TO CATCH BASINS, CURB
<br />INLETS AND MANHOLES.
<br />6. FRAME AND GRATES UNDER NORMAL CONDITIONS SHALL BE FURNISHED AND INSTALLED PER
<br />STANDARD PLANS J405 AND #407.
<br />7. STORM DRAIN MANHOLES AND TYPE II CATCH BASINS FUNCTIONING EXCLUSIVELY AS ACCESS
<br />STRUCTURES SHALL BE EQUIPPED WITH ROUND 24" COVERS AND FRAMES PER STANDARD
<br />PLAN J607. ROUND LIDS ON ALL STORM DRAIN STRUCTURES SHALL HAVE DRAIN" CAST
<br />INTO THE LID,
<br />B. ALL CATCH BASINS AND MANHOLES NOT IN A PAVED AREA SHALL BE EQUIPPED WITH
<br />LOCKING FRAMES AND LIDS OR GRATES PER STANDARD PLANS J405 AND #407.
<br />9. ALL PVC CONNECTIONS TO CATCH BASINS OR MANHOLES SHALL BE MADE BY GROUTING IN
<br />AN APPROVED MANHOLE ADAPTER INTO WHICH THE PVC PIPE IS INSERTED.
<br />10. ALL PIPE JOINTS SHALL BE BETWEEN PIPES OF THE SAME MATERIAL.
<br />11. ALL PIPE BANDS SHALL BE OF THE SAME MATERIAL AND/OR WITH THE SAME COATINGS AS
<br />THE PIPES BANDED. GASKETS WILL BE REQUIRED FOR ALL UNDERGROUND DETENTION
<br />SYSTEMS.
<br />1. ALL ROOFTOP DRAINS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM VIA THE
<br />NEAREST CATCH BASIN, OR INTO INDIVIDUAL INFILTRATION SYSTEMS AS SHOWN ON PLAN.
<br />13. BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6-8 INCHES AND COMPACT TO 95%
<br />RELATIVE COMPACTION UNDER ROADWAYS AND 907. COMPACTION OFF ROADWAYS.
<br />14. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMB W WASH DRAINS TO
<br />RAaa PUGEr SOUND, ON KnAND> �
<br />410
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<br />EX. SFR
<br />� w �
<br />PROPOSED
<br />FF 407.78
<br />SFR GARAGE
<br />1.50
<br />�
<br />1.50%
<br />PROPOSED G4ADE
<br />AT C.L.
<br />OF SHARD
<br />DRIVEWAY
<br />EXISTING GRADE AT C.L.
<br />OF SHARED DRIVEWAY
<br />DRIVERAYPRONLE
<br />GALE.°
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<br />T.° 1 "-2'
<br />HOW:
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<br />0+00
<br />1+00
<br />410
<br />APPROXIMI 7E EX. GRADE AT
<br />MOAT C.L. OF FLEMMINO ST.
<br />FLEMMING ST. PROM IT?
<br />SCALE. I
<br />VERT' 1 "--2'
<br />HORZ: 1 "-20'
<br />400
<br />o � o � o
<br />5+00
<br />6+00
<br />m
<br />0 ENC! _rO&76�
<br />VERTICAL DATUM,
<br />NAVDBB
<br />FOUND MAGNETIC NAIL AT THE NORTH PROPERTY LINT'
<br />EXTENDED WEST TO THE +/-® CENTERLINE R.O.W.FLEMING
<br />STREET.
<br />RAPID STATIC CPS COLLECTION UTI02.1INa THE LEICA TCRP
<br />1265 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV
<br />SCALE. 149 20'
<br />0 20 40
<br />6
<br />I
<br />Ups
<br />APPROX, LOCATION
<br />OF EX. bVATER MAIN
<br />ll PER CITY GI5
<br />I ®7.
<br />I ---__
<br />�i
<br />NOTE GARAGE PERMITS CURRENTLY
<br />IN REVIEW WITH CITY OF EVERETT
<br />UNDER PERMIT JCW 1801 -001.
<br />BE ONE` FINAL ZING SHORT P AT.
<br />,� CTED
<br />HOUSE //�
<br />S MIN. 6001 I INSTALL BIORETEN71ON
<br />P NTH X LA R BOX WITH
<br />LEGEND
<br />0
<br />FOUND 5/8`x 24"
<br />REBAR/CAP WET 16916
<br />FOUND RESARICAP AS NOTED
<br />\ /
<br />FOUND MAGNETIC NAIL
<br />(WS1)
<br />WESTERN SURVEYORS_ INC.
<br />- -
<br />CENTERLINE OF RIGHT-OF-WAY
<br />C4
<br />EXISTING WATER VALVE
<br />f
<br />EXISTING WATER METER
<br />YY
<br />EXISTING FIRE HYDRANT
<br />EXISTING MAIL BOX
<br />{}
<br />EXISTING UTILITY POLE
<br />�rriirrrirrrrrirr�
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<br />�irc�rir�rri�
<br />EXISTING BUILDING
<br />EXISTING CONCRETE
<br />{ I
<br />PROPOSED BUILDING
<br />a
<br />9 d
<br />PROPOSED CONCRETE
<br />PROPOSED ASPHALT
<br />SS
<br />EXISTING SANITARY SEWER
<br />- W
<br />EXISTING WATER LINE
<br />❑HP
<br />EXISTING OVERHEAD POWER
<br />- - - - - - - - -
<br />EXISTING CONTOURS
<br />EXISTING VERTICAL CURB
<br />\\\\ \\\\ \\\\ \\
<br />EDGE OF PAVEMENT
<br />PROPERTY LINE
<br />PROPERTY LINE` AFTER DEDICATION
<br />RIGHT" OF WAY
<br />- - -
<br />EXISTING ADJACENT LOT LINES
<br />PROPOSED LOT LINE
<br />d -
<br />PROPOSED EASEMENT
<br />SD -
<br />PROPOSED STORM LINE
<br />PROPOSED SEWER LINE"
<br />- - W
<br />PROPOSED WATER LINE
<br />PROPOSED CONTOURS
<br />DEVELOPED SHEET FLOW PATH
<br />FINISH GRADE SPOT ELEVATION
<br />FOOTPRINT EQUAL TO 5% ;
<br />INSTALL ASPHALT THICKENED � OF GARAGE ROOF AREA.
<br />\ { EDGE (0& EQUAL) TO CONVEY SEE DETAIL, .SHEET 3, f
<br />RUNOFF f'ROM NEW CURB LINE
<br />j \ TO EX WEDGE CURB TO NORTH
<br />l / 0Hw INSTALL BIORETENTION
<br />PLANTER BOXES WITH
<br />FOOTPRINT EQUAL TO 5% OF
<br />ROOF AREA DRAINING TO IT. � � /�1i-�i
<br />2oiL� �� 003932000600800 / � I
<br />(I l r 1 ' SEE' DETAIL, SHEET' 3.
<br />-1
<br />( /T/jT/7 405- J / 003�
<br />08 2015) �: .: 4 •: / /TT/Ill/%; l
<br />r'.:. /� 20 a /
<br />z,
<br />20 I.
<br />i R.O.W. 2070R/W (� NausE IF
<br />f
<br />{ 12:O.W. - I NEW 2-CAR / u.
<br />j 4 DEDICATION / #6009 GARAGE
<br />l %s. (TO
<br />RE
<br />4AlN) 4' 0' hIN.2/
<br />_
<br />APPROX. LOC` TION ` '` n {' ° FF=407.78' I I&
<br />OF EX. WATER MAIN , I I
<br />PER Cl CIS I I. I 4 SOT ! d I
<br />NEr=5 '129 SF. 5' I / I G
<br />1 / LOT 2 1 /
<br />�S ri 2-CAR DWY ARE4=7,108 SF.
<br />�• / 20 x2°' PARKING I I /
<br />�o I
<br />CONCEISTLIAL � J I / COMM, 32'x47' i �
<br />GARAGE FF=40Z6 { I ( /
<br />24'DWY ESMT j SHARED � � / I I { � � 003932oc
<br />APPROX. LOCATION
<br />\ OF EX. SIDE SEWER
<br />777i777i7rii r
<br />PER CITY CIS.
<br />/7/z _ _ f /� PARKING 2-CAR GARAGE'
<br />HOUSE
<br />Ii, /7Tir77iT �Ti iT REQ'D ON LOT 2
<br />/ PERVIOUS DRIVEWAY. SEE I//77i7rri Y
<br />. DETAILS, SHEEP 3 GRADE OUT AREA ALONG NEW/ / / ✓/
<br />/ PROPERTY LINE AT L00% HOUSE �"/ �� Y
<br />/ SLOPED TO THE NORTH, 1r6015 /
<br />CHICKE'v
<br />U 00 i 20Q COOP ' 003932000602200
<br />PROPOSED _11ARDSCAME ARTA TAME.- E.
<br />EXIST INIP VIOUS A TLE® PROPOSED LOT 1
<br />ON -SITE AREA - - EXISTING SFR 925 SF
<br />EXISTING SFR m 925 SF (TO REMAIN) EXISTING CONC. TO REMAIN= I I 1 SF
<br />NEW GARAGE 4BO SF - = 6 rT %
<br />EXISTING CONC, III SF (TO REMAIN) A ` OTES "
<br />EXISTING CONC. v 291 SE (TO BE REMOVED) NEW PERVIOUS DWY 1 720 SF. 1. ALL NEW ON -SITE DRIVING SURFACES TO BE UB �S RVICES _ D T
<br />TOTAr 3,236 Si
<br />EXISTING CARPORT o 1,230 SF: (TO BE REMOVED) INSTALLED WITH PERMEABLE MATERIALS. PilBLIC froi
<br />EXISTING GRAVEL DRIVEWAY= 1,025 SF (TO BE REMOVED) PROPOSED LOT 2 _ DEPART"
<br />EXISTING WOODEN SHED 85 SF TO BE REMOVEDSF.
<br />UTILITIES T j DRAINAGE - -
<br />( ) FUTURE SFR ROOF = 1,750 S; : 2° ALL NEW ROOF RUNOFF TO DRAIN TO ABOVE GRADE � 1
<br />EXISTING METAL _SHED_- 75 SF _(TO BE REMOVED) FUTURE PERVOIUS DWY = 892 SF. BIORETENTION PLANTER BOXES SIZED AT 5Y. OF TOTAL X A PUBLIC WORKS PERMIT IS REQUIRED PRI01
<br />ROOF AREA BRAINING TO IT. SEE DETAIL, SHEET 3. y, D, # STARTING ANY CONSTRUCTION ON THIS
<br />TOTAL. m 3,742 SF. TOTAL •� 2,642 SF �• �
<br />('1,036 SF, TO REMAIN)
<br />PROJECT. APPROVAL FOR THIS PROJECT
<br />PROPOSED FRONTAGE CITY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS
<br />'�AND EXPIRES UNLESS PER]
<br />FRONTAGE AREA NEW SIDEWALK = 652 SF. & A
<br />PPROVED C/ � e - � FOR CONSTRUCTION HAS BEEN ISSUED.
<br />EXISTING GRAVEL SHOULDER = 242 SF. (TO BE REMOVED) NEW ASPHALT = 652 SE PLANNING � � O+'V1 Ali LJ N i �I"�'
<br />TOTAL - 1,075 SF. DEVELOPMENT Q .1-' TA �'�'O�% NO. (�)o �a�a� DR�.� � °
<br />_> NET HARDSCAPE IMPERVIOUS AREA m 2,969 SF�� - -- 00393200600900 -
<br />0009 FLEMtNG SIRE
<br />=> NEW + REPLACED HARDSCAPE = 5,917 SF, DAT E_C�r _ i � j` _.. EVERETT, WA 98203
<br />=> NEW + REPLACED IMPERVIOUS = 3,305 SF.
<br />
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