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1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE
<br />UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTEDBY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND
<br />CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD
<br />SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION).
<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 SHOWN.
<br />IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br />NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED
<br />BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED
<br />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 THE
<br />PROJECT
<br />STORMWATER
<br />CB #1, TYPE
<br />1, W/STANDARD GRATE
<br />RIM=301.51
<br />ADA COMPLAINT LID
<br />IE=297.27 (8"
<br />S)
<br />IE=297.27 (8"
<br />W)
<br />IE=297.27 (8"
<br />NE)
<br />CB #2, TYPE
<br />1, W/STANDARD GRATE
<br />RIM=301.91
<br />IE=297.34 (8"
<br />S)
<br />IE=297.34 (8"
<br />N)
<br />CB #3, TYPE
<br />1, W/ STANDARD GRATE
<br />RIM=302.07
<br />IE=297.83 (8"
<br />S)
<br />IE=297.83 (6"
<br />E)
<br />IE=297,83 (8"
<br />N)
<br />CB #4, TYPE
<br />1, W/ STANDARD GRATE
<br />RIM=300.68
<br />IE=298.07 (8"
<br />N)
<br />CB #5, TYPE
<br />1, W/ SOLID LID
<br />RIM=300.3E
<br />IE=297.39 (8"
<br />S)
<br />IE=297.39 (8"
<br />E)
<br />CB #6, TYPE
<br />1, W/ STANDARD GRATE
<br />RIM=300.79
<br />IE=297.76 (8"
<br />N)
<br />CB #7, TYPE
<br />1, W/ STANDARD GRATE
<br />RIM=302.78
<br />IE=299.35 (6"
<br />N)
<br />SDCO #1, W/
<br />TRAFFIC RATED LID
<br />RIM=302.42
<br />IE=298.19 (6"
<br />N)
<br />IE=298.19 (6"
<br />E)
<br />IE=298.19 (6"
<br />W)
<br />*SDCO #2, W/
<br />TRAFFIC RATED LID
<br />RIM=302.53
<br />ADA COMPLAINT
<br />IE=298.57 (6"
<br />NE)
<br />IE=298.57 (6"
<br />S)
<br />SDCO #3, W/
<br />TRAFFIC RATED LID
<br />RIM=302.90
<br />IE=298.94 (6"
<br />E)
<br />IE=298.94 (6"
<br />SW)
<br />*DOWNSPOUT CONNECTION
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<br />V 46
<br />PROPOSED CITY OF, J
<br />EVERETT WATER EASEMENT LI +
<br />`" I
<br />23 LF 8" HDPE PIPE
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<br />75 LF 8" HDPE PIPE
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<br />O DRAINAGE CONSTRUCTION NOTES: !
<br />1. CONNECT CB #2 TO EXISTING STORMWATER DRAIN.
<br />IE = 296.97
<br />SEE UTILITY POTHOLING NOTE THIS SHEET.
<br />2. CATCH BASIN TYPE 1 PER CITY OF EVERETT STANDARD DETAIL °1
<br />NO. 402. SEE DETAIL 1 /C5.1. J
<br />3 a
<br />3. CONTRACTOR TO PROVIDE NECESSARY FITTINGS TO FACILITATE
<br />CONNECTION TO CANOPY DOWNSPOUTS 3
<br />d
<br />PIPE MATERIALS AND COVER ! a4 f
<br />ALL PVC PIPE SHALL BE SDR35, ASTM D3034 WITH 3' MIN COVER °°Q _ 1
<br />WHERE SUBJECT TO VEHICULAR LOADING.
<br />° 900
<br />HDPE PIPE SHALL. BE USED WITH 2' MIN COVER. «a««
<br />UTILITY POTHOLING NOTE:
<br />STORMWATER
<br />SDCO #4,
<br />W/
<br />TRAFFIC RATED
<br />LID
<br />RIM=303.00
<br />ADA COMPLAINT
<br />LID
<br />IE=299.10
<br />(6"
<br />E)
<br />IE=299.10
<br />(6"
<br />W)
<br />SDCO #5,
<br />W/
<br />GRATED LID
<br />RIM=302.84
<br />IE=299.23
<br />(6"
<br />S)
<br />IE=299.23
<br />(6"
<br />W)
<br />SDCO #6,
<br />W/
<br />TRAFFIC RATED
<br />LID
<br />RIM=302.91
<br />IE=298.53
<br />(6"
<br />N)
<br />IE=298.53
<br />(6"
<br />E)
<br />IE=298.53
<br />(6"
<br />W)
<br />*SDCO #7,
<br />W/
<br />TRAFFIC RATED
<br />LID
<br />RIM=302.99
<br />ADA COMPLAINT
<br />IE=298.91
<br />(6"
<br />S)
<br />SDCO #8,
<br />W/
<br />TRAFFIC RATED
<br />LID
<br />RIM=303.44
<br />IE=298.87
<br />(6"
<br />N)
<br />IE=298.87
<br />(6"
<br />W)
<br />*SDCO #9,
<br />W/
<br />TRAFFIC RATED
<br />LID
<br />RIM=303.28
<br />ADA COMPLAINT
<br />IE=299.25
<br />(6"
<br />S)
<br />THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO
<br />VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY
<br />AND/OR POTENTIAL CONFLICTS WITH EXISTING UTILITIES. POTHOLING
<br />SHALL BE PERFORMED PRIOR TO INSTALLING ANY PROPOSED
<br />UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
<br />ENGINEERS, INC. OF ANY CONFLICTS.
<br />i 01;j tea=- c ZWK Mfg
<br />THE CONTRACTOR SHALL PROTECT AND
<br />PRESERVE
<br />FROM DAMAGE,
<br />INTERFERENCE AND
<br />DESTRUCTION ALL PRIVATE AND PUBLIC
<br />PROPERTY
<br />ON OR IN THE
<br />VICINITY OF THE WORK. IF
<br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR
<br />ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />OR HIS OR HER AGENTS, IT SHALL BE
<br />RESTORED
<br />IMMEDIATELY TO
<br />ITS FORMER CONDITION BY THE
<br />CONTRACTOR AT HIS OR HER EXPENSE
<br />AND SUCH
<br />INTERFERENCE
<br />TERMINATED.
<br />EASEMENT NOTE:
<br />THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE
<br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE
<br />COMPANY NO. NCS-1067959-OR1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOT
<br />SURVEYED, THEREFORE BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE
<br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS.
<br />UTILITY PROTECTION NOTE:
<br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO
<br />COORDINATE WITH PURVEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL
<br />EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER
<br />INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK
<br />PRIOR TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES.
<br />UTILITY CONFLICT NOTE:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
<br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
<br />SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
<br />CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON
<br />THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
<br />OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE
<br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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<br />NO. 200811250386 «««p
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<br />'--'` - 8806100156
<br />9205260230
<br />Sec. 31, Twp. 29N, Rge. 5E, W.M.
<br />DRAINAGE PLAN
<br />=3 -/
<br />a2
<br />0
<br />EXISTING CATCH BASIN (4$")
<br />RIM = 302.20
<br />a '8" PVC SW = 296.52
<br />12" ADS N = 291.73
<br />t� \ 0 5f 10 20
<br />EXISTING 8" PVC PIPE
<br />ti ace `�
<br />SCALE: 1 "=10'
<br />.. y
<br />CiB '�I 2 M
<br />i0%
<br />CB #2 2
<br />�o FUEL SLAB NOTE
<br />` FUEL SLAB BENEATH CANOPY IS GRADED TO SEWER EASEMENT
<br />!
<br />�' `` �� BE HYDRAULICALLY ISOLATED AND DRAINS TO N0. 870077
<br />` SANITARY SEWER SYSTEM. 870078 1
<br />870079
<br />(f o
<br />1+ �
<br />+ 1.6 LF 6 PVC PIPE 0 1.00% _
<br />t SDCO #3SDCO #4
<br />e
<br />13 LF 6" PVC PIPE 0 1.007.
<br />!, 37 LF 6" PVC PIPE 0 1.009;.__
<br />; J 12 LF 6" PVC PIPE 0 1.00%-- `------ - ' , _J
<br />41 rn ,
<br />SDCO #2
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<br />i/ 1-7 SDCO #9
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<br />Q q M a EDGE OF CANOPY
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<br />a a 38 LF 6" PVC PIPE 0 1.00%
<br />38 LF 6" PVC PIPE 0 1.00`a
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<br />a 38 LF 6" PVC (PIPE 0 1.00%
<br />If
<br />305 -�- , r
<br />_ SDC0 #1
<br />24 LF 6" PVC PIPE 0 1.53%
<br />t SDCQ #6
<br />t - --_SDCO #8 a t >
<br />34 LF 6" PVC _PIPE 0 1.00%
<br />34 LF 6" PVC PIPE 0 1.00% JJ \ t r f r
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<br />CB#4230
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<br />0 ® Know what's below.
<br />Call before you dig.
<br />- Dial 811
<br />Barghausen
<br />Consulting Engineers, Inc.
<br />18215 72nd Avenue South
<br />Kent, WA 98032
<br />425.251.6222
<br />barghausen.com
<br />BCE #20996
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<br />10/15/211
<br />Project #: 20996 Store #00852
<br />Designed By. ADW
<br />Drown By. ADW
<br />Checked By. CJR
<br />Dote: 10-15-2021
<br />Scale: 1. = 10'
<br />Disk Fite: 20996-M.dwg
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
<br />DRAINAGE PLAN
<br />OFC
<br />FUBJ40 FACILITY
<br />
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