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NOTESCITY OF EVERETT DRAINAGE
<br />1. NO PART OF THE DRAIIIAGE 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 MATERL,kL SMALL CONFORM TO THE CITY OF EVERETT DESIGN AND
<br />CONSTRUCTION STANDAI;DS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD
<br />SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION).
<br />3, APPROXIMATE LOCATION 3 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 WC KS 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 I (THIN THE PUBLIC RIGHT—OF—WAY OR IN EASEMENTS MUST BE STAKED
<br />BY SURVEY FOR LINE !D 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, 1'UGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE
<br />PROJECT
<br />STORMWATER,,
<br />CD # 1, TYPE
<br />1, W/STAND ,�RD GRATE
<br />RIM=301.51
<br />ADA CO APLAINT LID
<br />IE=297.27 (8"
<br />S) ;
<br />IE=297,27 (8"
<br />NE)
<br />CB #2, TYPE
<br />1, W/STAND 1RD 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/ STAN ?ARD 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 />W)
<br />IE=297.83 (8"
<br />N)
<br />C3 #4, TYPE
<br />1, W/ STANDARD GRATE
<br />RIM=300.68
<br />I
<br />IE=298,07 (8"
<br />N)
<br />C3 #5, TYPE
<br />1, W/ SOLII LID
<br />RIM=301.47
<br />IE=297A4 (8"
<br />N)
<br />IE=297,94 (8"
<br />E)
<br />CB #6, TYPE
<br />1, W/ STANDARD GRATE
<br />RIM=300.90
<br />IE=298.12 (8"
<br />S)
<br />C13 #7, TYKE
<br />1, W/ STANDARD GRATE
<br />RIM=302.78
<br />IE=299,35 (6"
<br />N)
<br />1, SDCQ # W/
<br />TRAFFIC RA i ED 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 />SDCQ #3, W/
<br />TRAFFIC RAPED LID
<br />RIM=302.90
<br />IE=298.94 (6"
<br />E)
<br />IE=298.94 (6"
<br />SW)
<br />*DOWNSPOUT CONNECTION
<br />1
<br />STORMWATER
<br />SDCO #4,
<br />W/ TRAFFIC RATED
<br />LID
<br />RIM=303.00
<br />ADA COMPLAINT
<br />LID
<br />IE=299.10
<br />(6" E)
<br />IE=299.10
<br />(6" W)
<br />SDCQ #5,
<br />W/ GRATED LID
<br />RIM=302.84
<br />IE=299.23
<br />(6" S)
<br />IE=299.23
<br />(6" W)
<br />SDCQ #6,
<br />W/ TRAFFIC RATED
<br />LID
<br />RIM=302,91
<br />IE=298.53
<br />(6" N)
<br />IE=298.53
<br />(6" E)
<br />IE=298.53
<br />(6" W)
<br />SDCQ #7,
<br />W/ TRAFFIC RATED
<br />LID
<br />RIM=302.99
<br />ADA COMPLAINT
<br />IE=298.91
<br />(6" S)
<br />SDCQ #8,
<br />W/ TRAFFIC RATED
<br />LID
<br />RIM=30144
<br />IE=298.87
<br />(6" N)
<br />IE=298.87
<br />(6" W)
<br />SDCQ #9,
<br />W/ TRAFFIC RATED
<br />LID
<br />RIM=303.28
<br />ADA COMPLAINT
<br />IE=299,25
<br />(6" S)
<br />N7°46'23"E 24 &,4
<br />�f
<br />PROPOSED 111111ttttt7CITY OF
<br />EVERETT WATER EASEMENT
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<br />DRAINAGECONSTRUCTION T
<br />I. CONNECT CB #2 TO EXISTING STORMWATER DRAIN. 1
<br />IE = 296�97
<br />SEE UTILITY POTHOLING NOTE THIS SHEET,(
<br />! !
<br />2. CATCH BASIN TYPE I PER CITY OF EVERETT STANDARD DETAIL
<br />NO. 402. SEE DETAIL 1 /C5.1. #
<br />3. CONTRACTOR TO PROVIDE NECESSARY FITTINGS TO FACILITATE II
<br />CONNECTION TO CANOPY DOWNSPOUTS 'f
<br />I MATERIALS a 1�
<br />ALL PVC PIPE SHALL BE SDR35, ASTM M D3034 WITH 3 FAIN COVER
<br />WHERE SUBJECT TO VEHICULAR LOADING. � � -'
<br />36 LF 8 HDPE PIPE a
<br />HOPE PIPE SHALL BE USED WITH 2' MIN COVER. r 1 , V
<br />THE CIRCLED LOCATIONS ARE ; REQUIRED TO BE POTHOLED TO
<br />VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY
<br />AND/OR POTENTIAL CONFLICTS KITH EXISTING UTILITIES, POTHOLING
<br />SHALL BE PERFORMED PRIOF` TO INSTALLING ANY PROPOSED
<br />UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
<br />ENGINEERS, INC. OF ANY CONFLICTS.
<br />PROPERTY 1 I NOTE:
<br />m
<br />THE CONTRACTOR SHALL PROJET AND PRESERVE FROM DAMAGE, INTERFERENCE AND
<br />DESTRUCTION ALL PRIVATE AND `PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORD, IF
<br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />OR HIS OR HER AGENTS, IT SH %LL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE
<br />CONTRACTOR AT HIS OR HER E (PENSE AND SUCH INTERFERENCE TERMINATED.
<br />EASEMENT NOTE -
<br />THE LOCATION OF THE EASEMEI\TS 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-1067959-0IRI, 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 T TICNOTE.
<br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE FLANS, 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 AMY GROUND DISTURBING ACTIVITIES,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
<br />OF ALL EXISTING UTILITIES WHET TER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br />UTILITIES AND SURVEYING THE H?RIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
<br />SHALL INCLUDE CALLING UTILITY LOCATE Q 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 CF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON
<br />THE UNVERIFIED PUBLIC INFORM,kTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
<br />OCCUR, THE CONTRACTOR SHALE NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE
<br />ALL PROBLEMS PRIOR TO PROCV,EDING WITH CONSTRUCTION,
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<br />UTILITY EASEMENT II
<br />NO. 200811250386 1,' ff t t
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<br />TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS, TANG
<br />EXCAVATIONS WILL REQUIRE SNORING AND SMALL BE ENGINEERED
<br />AND PERMITTED SEPARATELY AND SMALL BE THE RESPONSIBILITY OF
<br />THE INSTALLING CONTRACTOR.
<br />If
<br />EXISTING CATCH BASIN (48")'
<br />t 3 RIM = 302.20 `.
<br />8" PVC SW 296.52
<br />`� ''12" O 5' 1 O' 20'
<br />2" ADS N 291.73 't ; 1
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<br />�_ram �t #
<br />EXISTING 8" PVC PIPET TM �i "~
<br />CB 4h 2 0
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<br />CB 02
<br />FUEL SLAB NOTE.
<br />SEWER EASEMENT �.
<br />FUEL SLAB BENEATH CANOPY IS GRADED TO`
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<br />a NO. 870076 tQ
<br />BE HYDRAULICALLY ISOLATED AND DRAINS TO 870077
<br />�' { ; SANITARY SEWER SYSTEM, 870078
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<br />870079- 1
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<br />r EXCAVATION OF UNDERGROUND ,� _. _._
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<br />STORAGE TANKS WILL REQUIRE
<br />SHORING. CONTRACTOR TO ' 3 LF 6„ PVC PIPE 1,00_
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<br />PROVIDE SHORING DESIGN AND I d I m --
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<br />ASSOCIATED PERMITTING. SEE
<br />UST EXCAVATION NOTE THIS
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<br />37 LF 6" PVC PIPE 0 1.00 t f ; f �� a ® _ 7 i r
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<br /><1 03 EDGE OF CANOPY'
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<br />Q " VVV 38 LF 6 PVC PIPE 0 1 s 9�
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<br />-38 LF 6 PVCYI PIPE 0 1�00% - — i '�7
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<br />I r( 34 LF 6 PVC PIPE 0 1,90%
<br />34 LF 6" PVC PIPE 0 1,00
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<br />Dial 811
<br />rghaen
<br />Consulting Engineers, Inc..
<br />18215 72 d Avenue South
<br />Kent, WA 98032
<br />425.251.6222
<br />barghausen.com
<br />BCE #20996
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<br />Project 20996
<br />Store #008�2
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<br />Designed By. ADW
<br />Drawn By. ADW
<br />ME
<br />ME
<br />Checked By. CJR
<br />—
<br />Date. 12-7 2021
<br />Scale;
<br />1" m 10'
<br />c�
<br />Disk File;
<br />20996—M.dwg
<br />Ev
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<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
<br />Q0
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<br />DRAINAGE PLAN
<br />FUElInM FACILM
<br />Drawing No,:
<br />CD
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<br />C5.0 of 16
<br />CD
<br />CD
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