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<br />W
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<br />W;
<br />40' ROW
<br />C/L
<br />20' HALF ROW 20' HALF ROW
<br />14' LANE
<br />7-8'NEW PAVEMENT 1-5°/=ATCH EX
<br />STA 11+07.48 STA 10+60.95 T SAWCUT AN D
<br />STA 10+23.29 STA 10+54.25 REMOVE MATERIAL
<br />8'NEW PAVEMENT MAILBOX 4" COMPACTED DEPTH
<br />LANDSCAPE HMA CL 1/2", PG-22, 2
<br />LIFTS REQUIRED
<br />4" CRUSHED SURFACING CURB PER COE
<br />DETAIL 307
<br />UPLAND AVE BASE COURSE MAIL BOXES DCROSS
<br />CROSS
<br />1 SCALE: NONE 4" GRAVEL BORROW GRADE IS 1-5%
<br />STA 11+07.48
<br />STA 10+23.29
<br />8'NEW PAVEMENT
<br />SECTION 34, TOWNSHIP 29 NORTH; RANGE 04 EAST, W.M.
<br />ROW DEDICATION
<br />i
<br />3:1 CUT
<br />2:1 FILL
<br />1 ,
<br />SIDEWALK PER
<br />COE DETAIL 312 \ ' i
<br />i
<br />-179
<br />/ \ r-J o zo ao
<br />� Fee
<br />STORM NOTES
<br />A. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br />CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br />TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />B. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF /
<br />EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS AND THE WSDOT/APWA STANDARD
<br />P/L SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
<br />CONSTRUCTION (CURRENT EDITION).
<br />ROW DEDICATION C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN---,----1'15/,.i ',
<br />20' HALF ROW 20' HALF ROW OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR / / ___"- -- --------.----- -- ---17fi
<br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 177_---------"- _
<br />14' LANE VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY / 1"-= _ _ - - -''t----_ -- ' ' ----- - -177'
<br />Vic- ------------ -j
<br />ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING - ;; i ,____-__-- -178- /
<br />7-8'NEW PAVEMENT 1-5%MATCH EX 6' 3:1 CUT UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR __�7 y�_ >ri /-BMPT5.10B, ROOF _
<br />2:1 FILL / 8cDISPERSION
<br />SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY / /
<br />1' SAWCUT AND CHANGES REQUIRED SHALL BE APPROVED BY THE CITY \ n ,_ - --- -
<br />STA 12+03.87 / f X /," _ _______ ________ _181--'i
<br />REMOVE MATERIAL SIDEWALK PER ENGINEER PRIOR TO COMMENCEMENT OF RELATED BMPT5.12, SHEET FLOW / �9._ -''� - -----__ --182_, -
<br />STA11+23.88 //," _ { ��✓r__ �
<br />COE DETAIL 312 CONSTRUCTION E THE PROJECT. \ ISPERSION �, ,�f - _
<br />T NEW PAVEMENT _/'�,-' - -18q-.�o
<br />4" COMPACTED DEPTH CURB PER COE D. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN '' PROPOSED ig5_
<br />HMA CL 1/2", PG-22, 2 DETAIL 307 EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE \ 7g �'Dill I ml
<br />LIFTS REQUIRED PRIOR TO STARTING CONSTRUCTION. P. ASPHALT NVELOP
<br />4" CRUSHED SURFACING E. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED \ LIP END AT EX / / EX STING DISPERSION
<br />A EXISTING CROSS 78 /
<br />BASE COURSE "DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET ASPHALT LIP ham- -'/ JJJ RESIDENCE-
<br />2 UPLAND GRADE IS I-5% SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR
<br />/ E E
<br />1365 SF
<br />4" GRAVEL BORROW 1 I
<br />SCALE NONE ----- THE PROJECT � --182,-------
<br />/ x ENTopD WALL �9,% /
<br />/ //
<br />TOE 182.00 y�/'�
<br />TOP 184.49 /
<br />TOE 182.53 /
<br />/ /
<br />TOP 184.99 /
<br />24" LANDSCAPE TOE 183.00 /
<br />i
<br />'- WALL BY OTHERS �
<br />i
<br />i
<br />TOP 185.32 --__ �
<br />i
<br />TOE 183.37 �
<br />i
<br />R5.24 CURB -'
<br />TOP 185.71 / RETURN 6.5x6 FLUSH W/ ROAD
<br />TOE 183.72 / RAMP LANDING
<br />-TOP 186.00 /
<br />TOE 184.02
<br />END WALL 24" WALL 6.5'
<br />BEGIN TAPER
<br />� // 187.689.416 15'
<br />TOP 186.58-
<br />TOE,185.30 0 188.30 190.25
<br />187.55 oo`
<br />____ -TOP 187.03
<br />/TOE 186.39'- _1_ 3- \,�
<br />TOP 187.41 -9� / 188.17
<br />TOE 187.33
<br />/ TOP OF WALL ,
<br />' FLUSH WITH STA 10+36.26, 14.0 190 17
<br />SIDEWALK , - STA 10+29.76, 14.0 LT
<br />� lasss /
<br />3 SIDEWALK RETURN
<br />SCALE: 1" = 5' -----
<br />40' RO W
<br />C/L
<br />196.99 I 1
<br />1
<br />o �
<br />II
<br />cl � 17'DRIVEWAV APRON
<br />+// O
<br />N1 196.59 m .
<br />196.91 196.45-
<br />'7= 0 196.56 -7�-/ I 197.0
<br />196.40
<br />DRIVEWAY PER
<br />COE DETAIL 315 7�-,-_- 196.91 m
<br />STA 11+73.58, 14.0 LT
<br />STA 11+90.81, 14.0 LT 196.43
<br />196.41 8
<br />%1 P. DRIVEWAY B
<br />SCALE: 1" = 5' -----
<br />P AWORKVPROJECTS\2020A20-356 TUCKEPVCE\SHEETSVC4 0 STORM GRADING & FRONTAGE. DWG 10/12/2023
<br />F. DESIGN SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE
<br />(EMC), CITY ADOPTED STORMWATER MANAGEMENT MANUAL,
<br />POLICIES AND CRITERIA SET FORTH IN THE CITY OF EVERETT'S
<br />DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS.
<br />LEGEND
<br />BMP T5.13 AREA APPLIED
<br />ASPHALT LIP TACK
<br />ASPHALT LIP DETAIL
<br />SCALE:NONE
<br />6' \ /
<br />53 10'DRVIE VAPRON
<br />0
<br />92.66
<br />191.65 - .6290
<br />0
<br />y 191.52
<br />m
<br />y_=
<br />192.54
<br />DRIVEWAY PER ,•`1
<br />COE D ETAI L 315 192.53
<br />A'10+80.34, 14.0 LT
<br />TA 10+69.95, 14.0 LT
<br />4 P. DRIVEWAY
<br />SCALE: 1" = 5' -----
<br />194.31
<br />- / END OF WALK
<br />1-183 ------
<br />TA 10+23. , 5.8
<br />PRO SE lift
<br />FRONTAGE
<br />IMPROVE ENTS
<br />2, 65 SF
<br />STA 10+54.26, 5.8 LT
<br />CONSTRUCT ONE
<br />SIDE DRIVEWAY (STD
<br />STA 10+60.95, 5.8 LT-
<br />Al
<br />315) AND CONNECT
<br />TO EXISTING ROAD.
<br />Q RELOCATED
<br />SEE DETAIL 3/ C4.0
<br />1 MAIL BOXES
<br />in
<br />M
<br />10+10 10+20
<br />r10
<br />_ '
<br />PROPOSED
<br />GARAGE 1
<br />.AAS$UIL S\ MPLETED AS ED__ _ 1
<br />BMPT5.12, SHEET FLOW
<br />PROPQSED )� DISPERSION
<br />lew DRIVE;500
<br />I,
<br />STA 11+07.48, 5.8 LT
<br />STA 11+23.88, 6.8 LT N
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<br />roaz+ _
<br />_ W q
<br />W - _ ss _ •'9s ' � ND AVE
<br />Sg
<br />W
<br />� ,STA 12+03.87, 6.8 LT 20' W_ W
<br />1" SAWCUT FOR CLEAN EDGE �
<br />SEAL WITH RS 4000 OR EQUAL �so
<br />200
<br />APPRO
<br />IMATE
<br />EXISTING GROUND
<br />AT CEN
<br />ERLINE
<br />195
<br />m �^„
<br />195
<br />i
<br />FINISH GRADE
<br />N
<br />w
<br />a m
<br />AT GUTTERLI
<br />E
<br />F
<br />n N
<br />M W
<br />90
<br />0
<br />190
<br />41
<br />185
<br />ELEVA
<br />ION
<br />ELEV
<br />kTION
<br />185
<br />EXISTING GR
<br />DE
<br />FINIS
<br />GRADE
<br />183
<br />183
<br />T
<br />N
<br />(D
<br />N
<br />N N
<br />N N
<br />N N
<br />T O
<br />It-
<br />h ItT
<br />O N
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<br />0 0
<br />(D
<br />10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+30
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 11/06/2024
<br />Permit Inspector
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<br />7
<br />DATE:
<br />10-12-2023
<br />JOB #:
<br />20-356
<br />15
<br />Know. wheys below.
<br />Cell b*re you di®.
<br />C4m0
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