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<br />OUTFALL-1
<br />N=339543.30, E=1289083.42
<br />INSTALL DEBRIS BARRIER AT PIPE
<br />OUTFALL PER COE STD DTL 435
<br />3x3' RIP 000 ON SHEET IT-1��
<br />RAP PAD 10 LF 12" SD ® $00%
<br />SEE STORM ALIGNMENT B
<br />ON SHEET PR-02
<br />'••.. 568
<br />CID
<br />IS =
<br />A PORT/ON OF THE NW 114 OF THE NE 114 OF SEC. 14, TWP. 28 N, R. 4 E, W.M. CITY OF EVERETT, SNOHOMISH COUNTY, WASH/NGTON
<br />100 LF 12" SD ® 1.30%
<br />ONE STORM SHEET PRu02MENT B CB-4, TYPE 2-48"0 ,�\fc�c�r)c� �3cJcJ
<br />N 339289.53, E=1289070.20 ,,�? C /\f
<br />C13-4A, TYPE 1 Approximate location of dry utility Approximate location of dry utility
<br />N=339436.31, E=1289073.99 127 LF 12" SD 0 2.13% line(s) per contractor sketch and line(s) per contractor sketch.
<br />SEE STORM ALIGNMENT B
<br />surveyor pothole locates.
<br />147 LF 12" SD @ 0.61%
<br />ON SHEET PR-02 VD-J, i i r 1- i I
<br />I
<br />SEE STORM ALIGNMENT B 10' TYPE II N=339162.33, E=1289068.78 U
<br />ON SHEET PR-02 LANDSCAPE BUFFER i _I
<br />M
<br />5 L ".-
<br />SEE 3TOLIGNMENT A'
<br />4 x6 OIL WATER SEPARATOR -
<br />S>
<br />0,11
<br />EET PR-02 SEE DETAIL ON SHEET DT-16
<br />o r--------------- ------ i N=339256.55, E=1288991.34
<br />i o
<br />/FN!
<br />LT INLET-2 i
<br />CB-4B, TYPE 1 392.90, E=1289050.99 ; Move main storm line 6' west. Add
<br />N=339536.63, E=1289075.90 i ; DETIENTION VAULT Curb Inlet CB's directly east of 1288991.18
<br />ra-7' TYPE 9-1,4"0 SEESHEET SD-01/in
<br />CB 4A-4B and 5 in new curb line
<br />I � ,�o Top of fiber line = 568.01 ID , `'
<br />Approximate location of dry utility h To of fiber line - 567.11 ` and drain to adjacent CB. _.BEET DT-01
<br />located 9.7 from property ;E p
<br />line per contractor sketch. located 8.8' from property ert i N=339245.66, E=1288994.38
<br />line per surveyor. 38991.52 p p y
<br />BUFFER line per surveyor.
<br />BIOPOD OUTLET
<br />o i N=339243.22, E=1288991.09
<br />CB-6, TYPE 1 VAULT INLET-3
<br />N=339437.75, E=1288998.2 N=339334.81, E=1288996.33 ; - - -------"--
<br />i 5 LF 12 SD ®1.00%
<br />SEE STORM ALIGNMENT C
<br />103 LF 12" SD 0 146% VAULT OUTLET-1
<br />�O ALIGNMENT, C i ON SHEET PR-03
<br />SEE STORM ALIGN
<br />I N=339271.88, E=1288991.63
<br />N ; CONNECT DOWNSPOUTS
<br />Contractor to verify depth 6 LF 12" SD 0 0.00% FOOTING DRAIN i TO TIGHTLINE
<br />SEE STORM ALIGNMENT C CONNECTION.
<br />of fiber line at low point to ON SHEET PR-03 ; SEE STRUCTURAL i OIL WATER SEPARATOR OUTLET
<br />PLANS. j N=339253.22, E=1288991.28
<br />check and make sure we VAULT INLET-1
<br />have vertical clearance STA 13+86.80, 20.00' RT OIL WATER SEPARATOR INLET
<br />N=339259.88, E=1288991.40
<br />20 LF 12" SD @ 1.00%
<br />-from new curb inlet box. SEE STORM ALIGNMENT A i 1 6 LF 12" SD 0 0.50%
<br />ON SHEET PR-02------- --- SEE STORM ALIGNMENT C
<br />� ON SHEET PR-03
<br />16+00 15+00
<br />572
<br />574
<br />163 LF 12" SD ® 2.82%--/
<br />CB-3, TYPE 2-48" 0
<br />STA 13+86.80, �
<br />10' TYPE II
<br />LANDSCAPE BUFFER
<br />14+00
<br />r9 1c�0
<br />�),C� t
<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 11/21/2023
<br />Permit Inspector
<br />" ,. ,.
<br />.71 54 S R SD ENT C ............................ �> C�C� A...
<br />. , _,.., SEE STORM ALIGNM ®�... � . •.•.•.•®
<br />- y ON SHOT PR 03
<br />-.--5'x5' RIP RAP PAD STA 26+42.72, 2143® LT
<br />'7UNIT 2 DOWNSPOUT
<br />ND WALL FOOTING
<br />SCHARGE TO AREA DRAIN-2 '
<br />r '
<br />SPLASH BLOCK N=339140.40, E=1288989.13
<br />RIM=572.86
<br />IN IE=571.36 (6"0) SW
<br />Z Top of fiber line = 560.41' 00I197 LF 12" SD 0 0.73% ,
<br />located 12.8' from property SEE STORM ALIGNMENT C
<br />I line per surveyor. ON SHEET PR-03
<br />h Bottom of footing=562.00' 2-48"0
<br />p 572 w/ 5uuu SOCKING LID
<br />N=339089.31, E=1288988.16
<br />AREA DRAIN-1
<br />J N=339115.17, E=1288979.47
<br />RIM=571.10 20' TYPE III
<br />24' o IE=568.50 (6"0) SW LANDSCAPE
<br />IE=568.50 (6' 0) N BUFFER
<br />� 44 LF 6" PVC @ 2.50%
<br />C13-2A, TYPE 1
<br />N=339090.94, E=1288942.54 15' WATER
<br />EASEMENT
<br />45 LF 12" SD 0 5.71% TO BENEFIT
<br />SEE STORM ALIGNMENT D CITY OF
<br />- ON SHEET PR-04 sL, EVERETT
<br />13+00 0 ' 1 '
<br />MIDI
<br />DRIVER S� ���- ----_ 11+oo---N > - - -
<br />-
<br />- - - - - - - - - - - - - - - -
<br />10' DRY UTILITY Cg_1, TYPE 1
<br />�� EASEMENT TO BENEFIT
<br />EACH SERVICE PROVIDER STA 10+46,
<br />_574 156 LF 12" SD ® 0.50%
<br />C13-2, TYPE 2-48"0
<br />STA 12+02.19, �
<br />185 LF 12" SD 0 0.50%
<br />/\
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<br />EX CB
<br />RIM=571.14
<br />o w IE=568.16 8"PVC S,W
<br />o m EX CB
<br />z o RIM=570.88 EX CB
<br />Q
<br />zQ IE=567.96 8"PVC S,E RIM-570.65
<br />IE=567.83 8"PVC W
<br />C)IE=569.95 2"PVC N
<br />aO W EX CB
<br />RIM=570.86 EX ACCESS LID
<br />IE=568.12 8"PVC N RIM=570.77
<br />EX ACCESS LID
<br />-� RIM-570.80
<br />UTILITYNOTE
<br />THE CONTRACTOR SHALL VERIFY THE
<br />LOCATION OF ALL EXISTING UTILITIES
<br />PRIOR TO ANY CONSTRUCTION.
<br />AGENCIES INVOLVED SHALL BE NOTIFIED
<br />WITHIN A REASONABLE TIME PRIOR TO
<br />THE START OF CONSTRUCTION.
<br />' EX CB
<br />RIM=566.82
<br />IE-563.22 8"PVC N
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<br />SCALE: 1" = 30'
<br />30' 0 30, 60'
<br />PROPOSED LEGEND
<br />STORM PIPE
<br />- WATER PIPE ---------
<br />DRAIN LINE
<br />POWER SERVICE LINE
<br />TELECOMMUNICATIONS LINE
<br />8' MONTAGE COMMERCIAL
<br />INVINCIBLE FENCE
<br />4' CHAIN LINK FENCE
<br />71 CIP RETAINING WALL
<br />NOTE
<br />' UNLESS OTHERWISE NOTED, ALL TYPE-2 CATCH BASINS
<br />22't ARE 48" 0. FOR STORM DRAIN PIPE MATERIAL, REFER TO
<br />PVMT PROJECT SPECIFICATIONS 334100.
<br />CITY OF EVERETT
<br />STORM DRAINAGE NOTES
<br />I
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE
<br />COVERED, CONCEALED, OR PUT INTO USE UNTIL IT
<br />HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY
<br />THE CITY OF EVERETT.
<br />I 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE
<br />CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS AND THE
<br />WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,
<br />BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT
<br />D/ EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE
<br />S ? j BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE
<br />I; \� SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL
<br />- - - - _ - _ t _ _ _ _ _ _ _ _ , �i BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br />r - - - - - 1e 00-------- %` AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES
<br />- _ _ _ _ ,�� SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE
<br />DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br />NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE
<br />CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br />RELATED CONSTRUCTION ON THE PROJECT.
<br />EX sDMH 4. ALL STORM SYSTEMS WITHIN THE PUBLIC
<br />RIM=567.92 RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED
<br />30't 30' IE=558.76 18"RCP W BY SURVEY FOR LINE AND GRADE PRIOR TO
<br />EXST 01 IE=558.49 18"RCP E STARTING CONSTRUCTION.
<br />EXST IE=561.78 12"RCP N 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR
<br />o R/W R/W
<br />STAMPED "DUMP NO WASTE, DRAINS TO STREAM,
<br />LAKE, RIVER, PUGET SOUND, OR WETLAND" CHOOSE
<br />APPROPRIATE FEATURE FOR THE PROJECT
<br />6. SHALL COMPLY WITH THE EVERETT MUNICIPAL CODE
<br />o (EMC), CITY ADOPTED STORMWATER MANAGEMENT
<br />+- MANUAL, POLICIES AND CRITERIA SET FORTH IN THE
<br />N CITY OF EVERETT'S DESIGN AND CONSTRUCTION
<br />STANDARDS & SPECIFICATIONS.
<br />a
<br />ACCEPTABLE
<br />STORM PIPE MATERIALS
<br />1. CLASS IV REINFORCED CONCRETE STORM SEWER PIPE.
<br />2. SOLID AND/OR PROFILE WALL PVC STORM SEWER
<br />+ PIPE (SDR35, ASTM D3034 WITH 3' COVER MINIMUM).
<br />3. CORRUGATED POLYETHYLENE STORM SEWER PIPE WITH
<br />SMOOTH INTERIOR.
<br />4. HDPE PIPE (BUTT FUSED ONLY).
<br />5. POLYPROPYLENE STORM SEWER PIPE.
<br />6. PLAIN ALUMINIZED STEEL SPIRAL RIB STORM SEWER
<br />C PIPE WITH GASKETED OR WELDED AND REMETALLIZED
<br />c`` 2J-
<br />r) C C3 J SEAMS.
<br />7. PLAIN ALUMINUM STORM SEWER PIPE WITH GASKETED
<br />SEAMS.
<br />S. PLAIN ALUMINUM SPIRAL RIB STORM SEWER PIPE WITH
<br />GASKETED SEAMS.
<br />9. DUCTILE IRON PIPE.
<br />STORM PIPING NOTE
<br />CONTRACTOR SHALL CHOOSE THE STORM PIPE MATERIALS
<br />BASED ON THE ACCEPTABLE MATERIALS LIST ON THIS
<br />SHEET. INSTALLED PIPE MATERIALS SHALL BE NOTED ON
<br />AS -BUILT PLANS.
<br />DISCLAIMER
<br />THE TOPOGRAPHIC SURVEY WAS PERFORMED BY LDC, INC. IN SEPTEMBER
<br />2021. ANY CHANGES TO THE SITE AFTER THIS DATE WILL NOT BE
<br />REFLECTED IN THE PLANS. ANY DISCREPANCIES FOUND BETWEEN WHAT IS
<br />SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE
<br />BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER.
<br />FIELD CHANGE
<br />11-22-2022
<br />REV 1-22-015 & REV II-22-006
<br />Call 2 Business Days Before You Dig
<br />811 or 1-800-424-5555
<br />Utilities Underground Location Center
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<br />ONAL
<br />JOB NUMBER: C21-180
<br />DRAWING NAME: C2118OC-SD-PL
<br />DESIGNER: DCS
<br />DRAFTING BY: BJN
<br />DATE: 1-25-22
<br />SCALE: 1" =30'
<br />JURISDICTION: EVERETT
<br />SDmOl
<br />SHEET 13 of 38
<br />
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