|
LEGEND
<br />• BOL
<br />BOLLARD
<br />❑ CB A
<br />CATCH BASIN TYPE A
<br />CLF
<br />CHAINLINK FENCE
<br />CONC
<br />CONCRETE
<br />COR
<br />CORNER
<br />QO CB 2
<br />CATCH BASIN TYPE 2
<br />EJ EB
<br />ELECTRIC BOX
<br />O EL CDT
<br />ELECTRIC CONDUIT
<br />EP
<br />EDGE OF PAVEMENT
<br />-� FH
<br />FIRE HYDRANT
<br />FNC
<br />FENCE
<br />FND
<br />FOUND
<br />ro-1 GM
<br />GAS METER
<br />GV
<br />GAS VALVE
<br />I IBX
<br />IRRIGATION BOX
<br />LP
<br />LIGHT POLE
<br />❑ MB
<br />MAILBOX
<br />MON
<br />MONUMENT
<br />PLA
<br />PLANTER
<br />Q RCF
<br />REBAR & CAP FOUND
<br />11 SGN
<br />SIGN
<br />(0 SMH
<br />SANITARY SEWER MANHOLE
<br />T❑ TEB
<br />TELEPHONE BOX
<br />( TER
<br />TELEPHONE RISER
<br />❑S TSB
<br />TRAFFIC SIGNAL BOX
<br />TSF
<br />TRANSFORMER
<br />TSR
<br />TRAFFIC SIGNAL RISER
<br />© TVR
<br />CABLE TV RISER
<br />-0- UP
<br />UTILITY POLE
<br />© VLP
<br />POWER VAULT
<br />® WM
<br />WATER METER
<br />Q WSP
<br />WATER SPIGOT
<br />Q WTF-
<br />GOLDSMITH SURVEY CONTROL POINT
<br />D4 WV
<br />WATER VALVE
<br />® YD
<br />YARD DRAIN
<br />E
<br />UNDERGROUND POWER LINE
<br />G
<br />GAS LINE
<br />OHU
<br />OVERHEAD POWER LINE
<br />SD
<br />STORM LINE
<br />SS
<br />SANITARY SEWER LINE
<br />T
<br />TELEPHONE LINE
<br />X
<br />FENCE LINE
<br />SW 114, SW 1 /4 SECTION 8; NW 114, NW 1 /4 SECTION 17; NE 1 /4, NE 1 /4 SECTION 18; ALL IN TOWNSHIP 28 N, RANGE 5 E, W.M.
<br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br />STORM DRAINAGE NOTES
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE
<br />UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND
<br />STANDARD SPECIFICATIONS OF WSDOT/APWA.
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br />RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES
<br />SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br />SHALL BE APPROVED BY THE CITY ENGINEER PRIOR COMMENCEMENT OF RELATED
<br />CONSTRUCTION ON THE PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUCH BE
<br />STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO
<br />STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE: FEATURE FOR
<br />THE PROJECT.
<br />AS -BUILT CERTIFICATION:
<br />1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE
<br />INFORMATION SHOWN HEREON REFLECTS THE "AS -CONSTRUCTED
<br />CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK
<br />PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED
<br />PROFESSIONAL ENFGID OR SURVEYING PRACTICE.
<br />:-®................
<br />DA LOYDATE:l.' .G
<br />NOTE: CONTOUR INFORMATION SHOWN HEREON IS
<br />PER DESIGN AND WAS NOT FIELD "AS -BUILT" AS A
<br />PART OF THIS SURVEY.
<br />CONTRACTOR SHALL ASSUME H CS 1"(lJ/LJ VVH i
<br />FOR FRONTAGE IMPROVEMENTS BURIED CONCRETE ROADWAY 8" H/C ACCESS FROM
<br />INCLUDING UTILITY RELOCATIONS, THICK WITHIN THE VACATED BROADWAY TO T n
<br />PROP. \
<br />CCC CUCC!--.n DA\!!AI!" DI AAI DI III IK[e^
<br />�-A o
<br />CB #3, TYPE 2-48"
<br />CB #4, TYPE 2-48" ,---�
<br />RIM 438.67
<br />\
<br />RIM 440. 7
<br />0 8
<br />IE 8" 434.00 8 S)
<br />/
<br />IE 12" 432.02 (N) -
<br />IE
<br />CB #2, TYPE A
<br />RIM 443.63
<br />f (E
<br />/E 8 433.87 (N)
<br />/ /
<br />8" 432.17 (S)
<br />83.3LF8"SD ADS N-I2@S=2.04%
<br />IE 8" 440,14 (N)
<br />'
<br />S N.12 @ S 7.5sp�0
<br />LF 0
<br />SD -`SD SD--=
<br />81
<br />o .
<br />FG 438.4
<br />,
<br />o
<br />RDCO (COULD
<br />NOT OPEN)
<br />y
<br />SD-
<br />--- ---- --
<br />-- -
<br />----
<br />0 10 20 40 60
<br />mmmmmmmmmw
<br />SCALE:: 1 " - 20'
<br />EARTHWORK QUANTITIES:
<br />CUT: 499 CY
<br />FILL: 5,685 CY
<br />NET: 5,186 CY (FILL)
<br />LEGEND
<br />❑ CB A
<br />CATCH BASIN TYPE A (PER COE STD. DWG. 402)
<br />0 CB 2
<br />CATCH BASIN TYPE 2 (PER COE STD. DWG. 404)
<br />SMH
<br />SANITARY SEWER MANHOLE
<br />"------
<br />DIRECTION OF FLOW
<br />SD
<br />NEW STORM LINE
<br />SS
<br />NEW SIDE SEWER LINE
<br />W
<br />NEW WATER MAIN
<br />ULTRABLOCK WALL
<br />FIRE DEPARTMENT CONNECTION (FDC)
<br />POST INDICATOR VALVE (PIV)
<br />-�•.•-) •.. I—- FLOW PATH W/ DIRECTION
<br />• SDCO STORM DRAIN CLEANOUT
<br />RD ROOF DRAIN (6" 0)
<br />- -- - FID - - - FOOTING DRAIN (6" 0)
<br />RIGHT IN/RIGHT OUT
<br />ONLY ENTRANCE
<br />�C , TYPE 2-48 f
<br />- 3 /E8RIM 4 3 ��� i
<br />" 428.5 (N&S)
<br />#6, TYPE A F% f
<br />.. , RIM 432.64
<br />FG 457.8 % i
<br />,' ..-� • .. / �` IE 12" 427.82 (S)
<br />lE 12" 427.74E --
<br />31S Sn O ,
<br />75.2 LF 12" SD ADS ! sD SD 12" STORM _
<br />SD ,
<br />-� 89,9 LF 12" SD ADS N--12 @ S = 0.76% ORM IE-426,2±
<br />0
<br />N-12 @S = 4.68% _� 15" E X. STORM TOP=425.5 /� �f u
<br />438 1 10.0% f TW 428.7
<br />! z c VERT. CLEARANCE = 0.51± f BW 427.7
<br />� JR
<br />N
<br />N
<br />D
<br />U.
<br />FG 438.4
<br />j FG 438.5
<br />FG 438.4
<br />` r EXTRUDED /
<br />FG 438.5
<br />FINISHED PAVEMENT
<br />CURB (TYP.) �a�o
<br />FG 438.5 GRADE TO FLUSH WITH
<br />FG 438.
<br />l
<br />\
<br />x
<br />oaP��
<br />"`
<br />F.F. ELEVATION ,
<br />RDCO (COULD
<br />r
<br />CB #1 TYPE A
<br />�
<br />`
<br />IJ,
<br />NOT OPEN)
<br />RIM 437.84
<br />IE 5" 434.78 (IN) o
<br />I
<br />PROPOSED BUILDING
<br />2.0%
<br />'
<br />-
<br />FF=438.5
<br />` FG 438.5
<br />i
<br />� X
<br />1 FG 438.5
<br />/ RDCO (COULD
<br />NOT OPEN)
<br />N -n
<br />O f
<br />CB #8, TYPE 2-48" a3 �
<br />RIM 429.08 -- - ___---'
<br />1E 18" 425.41(N)
<br />IE 12" 425.81(S) GB #9, TYPE 2-48"
<br />CB.#10, TYPE 2-48"
<br />RIM 428.76
<br />R/M 428.56
<br />D
<br />R CO (COULD
<br />�
<br />►E 18" 423.66 (N&S)
<br />IE 18" 421.52 (S)
<br />-
<br />NOT OPEN)
<br />f
<br />�o
<br />.
<br />- = IE 18" 421.42 (E)
<br />'
<br />-
<br />69.1 LF 18" SD ADS N-12 @ S = 2.53% 70
<br />S ; .., .5 LF 18" SD ADS N-12 @ S = 3.04% =
<br />ULTRA BLOCK
<br />WALL (IYP.)
<br />GB #7, TYPE A
<br />'RIM 431.16
<br />-- _ , . 38.5 LF 12" SD ADS
<br />N-12 @ S = 2.57%
<br />J _
<br />�/ sD Sc
<br />�( p
<br />---
<br />!E 12426.80
<br />` a
<br />i � `�-
<br />CB #12, TYPE 2-48" W/SOLID LID
<br />6" FOOTING DRAIN W/ /
<br />D
<br />�
<br />.----
<br />(N, W & E)
<br />.
<br />RIM 430.12 . __ _-/
<br />IE 12" 419.82
<br />0.5% MIN. SLOPE P. )
<br />Q h ..
<br />(IV)
<br />�`�_- IE 15" 419.60 (�=.X.) SOLID LID
<br />RIM 429.63
<br />COULD NOT --
<br />-�'
<br />CB #11, TYPE
<br />RIM 430.34
<br />c y N J
<br />r* n .,
<br />429.6
<br />OPEN GRATE VAULT BOTTOM 414.8
<br />--_
<br />. - - -OBSERVE
<br />TW 429.6
<br />BW 423.0
<br />lE 12".428.24 (VV) _
<br />H to.
<br />of
<br />_ -- BOTTOM VAULT 414.9 - - ----- - _
<br />FD
<br />- -----------------
<br />- -- -
<br />i IE 6" 428.24 (S)
<br />4.
<br />�! ! ^ ; �'
<br />V. ; v0
<br />o
<br />i
<br />I
<br />SOLID LID
<br />?2,7 LF ?2 SD ADS _ -
<br />" RIM 429.63
<br />I
<br />DRAIN GRATE
<br />'
<br />�
<br />i
<br />VAULT BOTTOM 414.4I-
<br />N-?2 @ S=?.?0 o WET/DETENTION VAULT -
<br />RIM 429.64
<br />j
<br />77.3 LF 6" SD ADS N-12 @ S 2.32%
<br />I
<br />FLOW CONTROL STRUCTURE TOP OF VAULT FLUSH FINISHED GRADE ------- ._.-"
<br />l' TYPE 2-54" D/A W/ SOLID LID 429.E
<br />sq SD
<br />i
<br />I
<br />,i
<br />- SEE SHEET C-6A FOR DETAILS
<br />RIM 430.00
<br />RDCO
<br />RIM 432.98
<br />�` E
<br />( r ]
<br />�I
<br />I
<br />IE 12" 419.98 (N&S) SOLID LID / SOLID LID
<br />, RIM 430.01 RIM 429.99
<br />13.3 LF 12" SD AIDS N-12 VAULT BOTTOM 419.1 VAULT BOTTOM 419.4432.E
<br />I
<br />DRAIN GRATE
<br />TW438.5_ , i 1 C IEATVAULT- 4..0.14 43
<br />r --
<br />BW 438.0 - 0.03
<br />_...----- .--.ter --------._----.,.-.--�--.--------�.----.-
<br />l I
<br />t - D r .
<br />T.. 430.0
<br />-
<br />_- - - - - - /X\
<br />-
<br />(432.6, - _ -
<br />Aw _ OPEN GRATE ---- - .
<br />2H: IV MAX SL
<br />Jam_ BW 429.9 - ---- --� - = ' -
<br />TW 438.5 . .
<br />._. ---�' �_ . _.. ,_.__._ . __ . _ _ . _ _ ,_ _ .. _..__ __.. _ _ :_- _- -" ---�� '"� "` BOTTOM VAUL 4?8.9 -- � ,� ,_D___ E
<br />fflmnwD
<br />amm
<br />mmm
<br />BW 435.7 = _ _ .,...._.
<br />RDCO (COULD.__---- --- TW 430.0 - --
<br />_ _ ----_
<br />NOT OPEN) - = - BW 421.0 _-EAS- __WALL--OF-THE PROPOSED -- ----- -.
<br />- - l a,' T VAULT WILL BE_EXPOSED`
<br />ULTRA BLOCK CONNECT FOOTING DRAIN
<br />WALL tTYPJ FROM RETAINING WALL TO � �,
<br />Know what's below. EXISTING CB CONNECT TO
<br />C EX. GCB AT 1-5 SEE SHEET C-6A
<br />Call before you dig. SEE SHEET C-6A IE 6 419.3± FOR SECTION B-B
<br />FOR SECTION C-C
<br />REV NO. DATE DESCRIPTION MADE BY CHECKED PLOTTED: 2016/05/11 13:33 EMALM UAL KEVIN & RENE MULVANEY JOB NO. 14114
<br />W AS -BUILT
<br />2-12-15 PERMIT SUBMITTAL EM SK DRAWN: EMALM SHEET
<br />T
<br />1 3-2-15 BID SET BE SK APPROVED: LNYQUIST G �
<br />2 6-19-15 REVISED-6NSTRUcnON PLANS MB SK FIELD BOOK: 1978 / 38 x GRADING AND DRAINAGE PLAN
<br />rC� L D S I T H 3 7-23-15 REVISED PER CITY'S COMMENTS, DATED 7/8/15 MB SK FOR
<br />4 8-4-15 REVISED PER CITY'S COMMENTS, DATED 8/3/15 MB SK °u c 5
<br />LAND DEVELOPMENT SERVICES ° �Qz � EVERETT STORAGE PROJECT
<br />ONAL 1
<br />1215 1 14th Ave SE, Bellevue, WA 98004 1 PO Box 3565, Bellevue, WA 98009
<br />T 425462 1080 F 425 462 7719 www,goldsmithengineedng.com M:\ACAD\SURVEY\14\14114\AS-BUILT\l4114P02.DWG 8407 BROADWAY, CITY OF EVERETT SNOHOMISH COUNTY, WASHINGTON
<br />i
<br />5 yo 801road way r na 11111114n
<br />
|