|
GRAPHIC SCALE
<br />0 10 20
<br />1 INCH = 10 FEET (22"x34")
<br />1 INCH = 20 FEET (11"x17")
<br />i
<br />EXISTING HYDRANT I�
<br />LL
<br />C17
<br />J � \
<br />EVERETT CHASE BANK
<br />A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M.
<br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br />UTILITY PLAN
<br />U C U C
<br />U I
<br />I- , s , , i i i i i i i , , i , i , i i, i i i, i i i i i i i, i , i , i , i , i i i , i \ •
<br />, i , i i i i i i i i i , , , i , i i i i i i i i .
<br />EXISTING SSMH 11 i ,,, i , U
<br />•i , i , i , i i i i i , i , , i i i i , i , i i , , i , i , , i i i i i i� , �� i i , , �•, .��- i i i i , i , i i i u
<br />i i , , i i i T i T i i T i r i ��
<br />' cn RIM = 455.76 � i , i , i i i i , i ,,, i , i i i , i i , i ,
<br />i , i i , ,
<br />*BOLTS STRIPPED IT
<br />i ,• s i ., , i , i�, i i , i , i , i �� i i i i i , i i , i , i , i , i i i i , i , i i a i i i i, i i i i i, i i i, i i i, i i i, i i i i i i i i i i i i i i i i i, i, i i i, i i i, i i� i , i , i , i s i ,
<br />• i. , i , i i , i i , i , i , i , i i \ •i
<br />UNABLE TO OPEN
<br />i. , i. , i • , i i i i i.. i - \ \\\\\ \\\\\\ \\\\\\\ \\\\\\\ \\\\\\\ • \\\ \\ . \ \\ i i Ir , i i , i , i r n P� •+
<br />I
<br />I
<br />—1 P
<br />(%� , y , , i , i , i , i
<br />i
<br />i
<br />C—Ii/� — ,i,iiiiiiii�iiiii.i
<br />l— - U U C \.\N
<br />l/-��, C
<br />i
<br />n-4—
<br />iral� ,ili (� �i
<br />W I Q
<br />/ ) . P P P.
<br />\
<br />U I \ \ \ \\ \ \\\ \\ \\ \\\ \�i��-
<br />H I I . I / .. \\\\\\\ • \\ \\\. \\ \\ \..\\\\\\\. \\\\\\\ \\\\\\\ '\\\\ \\ '\\ \ i i i ,i .i i i i i i, i, i i i, i i i, i � i i i i i i , 4 ,� O T
<br />i 0
<br />EXISTING ICB i, ,�/ •. , , , , , , i i i , i
<br />i t
<br />� T\ �. � \ aJaJ �
<br />V, --- C-J
<br />S.- - G.s - \\ \ \ \ \\ \ • \\ \\
<br />I _ \. \, \
<br />I�\ • \\\\\\\\\\\\ `\\\\\\\\\\\\\.. \\_' \ \\ N. \\ ,\\\\\ \\\\\\\ \\\\\ , , i i • i '• , i , i , i i i , i i , i i i , V J I
<br />\ \\ \ \
<br />I\\
<br />• I\• \\ \\ \\ \\ \\ \\\. \\\ \\ \\\ \\\ \\ \\\ \\\ \\ \.� \\\ \\
<br />\ I I � \\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \\\` \\\\\\ \\\ \\\\\ \\\ ..\\\\\\\ \\\� \ \\\\ .: \\\ , • , i , � Ali , , , i ,
<br />I.
<br />U
<br />I I - \ • i i . i i . , i , , i , i i , i .. \\ \\\ \\\ C)
<br />i i , i , i i i i. , • i' , s , , i. , i
<br />2 LF 2" GAS SERVICE LINE
<br />CONTRACTOR TO COORDINATE :. ..• .• .... •::.. •... . •... • . : ' . .. ' . .. . �o�o�o�o�o�o .\\\\\\\\\� \\\\\\\\\\\ a o b o 0 o Il i s , i .• i i i i , i i i , i_2 �,� , \ , i , .i , •, i ; i i 'i i ,—/, i , i ,
<br />WITH GAS PURVEYOR , . i , i i , i , Qo,o;o obo,o \ \ \ \ \\\� \�\. �., i , , • i i i , i i / T i i ,
<br />, i , i i .i , i• i � J.
<br />•. v.
<br />EXISTING WATER MAIN GAS SERVICE STUB OUT
<br />\ LOCATION APPROXIMATE, SEE VERIFICATION NOTE CAP AND MARK LOCATION
<br />DENOTING GAS CONNECTION
<br />I
<br />I `0
<br />00 0 i' ,
<br />\ 1 0 i REROUTE EXISTING UNDERGROUND POWER AND ;'.�. �� : :: ° I I , r , j I, i , i U
<br />\ I G GAS LINES AROUND NEW BUILDING LOCATION. _n r
<br />, i s
<br />\ Al
<br />CONTRACTOR TO COORDINATE WITH 4 ° D i
<br />n iI�
<br />II PURVEYORS.
<br />I .I . o v .. I I � I •�,� I�
<br />m
<br />I10
<br />\ i
<br />I / WATER SERVICE STUB OUT
<br />/ I CAP AND MARK LOCATION lsmk
<br />DENOTING WATER CONNECTION \\\\\\\\\\\\\\, I I :z
<br />I. I.
<br />I I I iii, .I � \ J.•• \ \\\\\\\\\\\\\\ IQI
<br />i i \\ \>\\ \\ \\ n
<br />SEWER SERVICE STUB OUT
<br />0
<br />iCAP AND MARK LOCATION
<br />n-i
<br />i DENOTING SEWER CONNECTION X.
<br />I
<br />• I _ / � i , , i , i I
<br />f •.., . i ' i i i i i
<br />i i i i ., i .s i , , i i � i � i - ', , i 'i , i
<br />i, i •, i, i i i
<br />I i i
<br />v i ,
<br />SID
<br />�bu
<br />SSCO W TRAFFIC RATED LID D — — I , i i
<br />/ \\ . \\ \ \\\ \\ \ �� �. I , i , U
<br />SIDE SEWER CONNECTION I —1 \ RIM=455.70
<br />" \\\�\\\ \\\�\\�\\\�\\��\\\\\\\\\\ \\\\\\\\\ ELECTRICAL SERVICE STUB 5.0' INSIDE PROPERTY LINE - I' + i
<br />IE 6 • �451.75 (E,NW) � � a�.
<br />TO EXISTING SEWER MAIN I i v \ 0 . , i
<br />D Q v
<br />ICE 6 • ....................1.. I I .' —i .. i � v . i D . �\\\\\\�\\\\\\, \\\. \ � \\. \\\\ \\. \ \�\ \\\ \\. �,�\�. CAPO NDMAROL OCATOION DIENOTING POWER CONNECTION
<br />��\]]]��\ , i i , i i i i
<br />IE 8 • •• 0000000 ••• •• •• •••••••*••••• I I - i •., i i i + i , � I � V li i i , i , , i . ,' i ii , i i i •i , i s i \\\ \\\\\\ \ \\ \\\ \\ \ \. \ � , , i i , i U
<br />i ,' i i i i , i, s-, , i , i i • i i • i, , i , i , \\\ \\\\�\ \\\\\\` I -ice
<br />© i ❑ I I v J, i. , i s i s i i \ \��" . \\ \\ \ , , i , i , i , i , i i , i
<br />� i i i + i i , . � , i i . , —. _ _ � , i , i s i ' •� i i i i i i i i , , % , i , i • `. \\ \ i i i
<br />IP.— -- — i i i i, i, i i, i ,I i, iI•,
<br />34 LF 6"• •PVC SDR-35 @2.0% I I \�� y P.
<br />I I II i
<br />CDI P
<br />s .
<br />I I U,
<br />I I I I 123 LF 11POLY WATER SERVICE LINE �S
<br />2
<br />CD
<br />.02
<br />1
<br />.'
<br />I
<br />EXISTING SSMH 10 /
<br />I LADDER W
<br />RIM = 456.46
<br />I IE 8"• -PVC = 451.11 (N) /� CD �: UD 1\
<br />IE 8"• •CONC = 451.07 (W)
<br />IIE 8"• -PVC = 451.02 (NE)
<br />IE 8"• -PVC = 451.02 (E) // I O a
<br />I II \
<br />I
<br />I
<br />III � I
<br />I II \
<br />\ FF___ I
<br />MATCH LINE, THIS SHEET
<br />-9�
<br />LI a U
<br />P
<br />EXISTING TRANSFORMER11-1
<br />J—
<br />POTHOLE NOTE
<br />ALL PROPOSED UTILITY CROSSINGS MUST BE POTHOLED PRIOR TO
<br />CONSTRUCTION. SUPPLY POTHOLING INFORMATION TO PROJECT ENGINEER,
<br />AND NOTIFY THE PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS
<br />DISCOVERED.
<br />OPOTHOLE REQUIRED PRIOR TO CONSTRUCTION.
<br />WATER SERVICE NOTE
<br />THE LOCATION OF THE WATER SERVICE LINE AND METER DEPICTED ON THE
<br />PLANS IS A RECOMMENDATION. CONTRACTOR TO CONFIRM LOCATION OF
<br />WATER SERVICE LINE AND METER WITH THE CITY INSPECTOR.
<br />CITY OF EVERETT WATER NOTES
<br />A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS
<br />OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY
<br />FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY
<br />BACTERIOLOGICAL TEST RESULTS.
<br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC
<br />WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS
<br />DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH
<br />CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE
<br />THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br />C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE
<br />START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION
<br />DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION.
<br />E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE
<br />PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING
<br />PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
<br />SEPARATION BETWEEN POTABLE AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS
<br />DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE
<br />ACCESSIBLE AT ALL TIMES.
<br />CITY OF EVERETT SANITARY SEWER NOTES
<br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br />STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR
<br />PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE
<br />CITY INSPECTOR.
<br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM
<br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID
<br />DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOW. IF CONFLICTS WITH
<br />EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br />NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br />APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br />CONSTRUCTION ON THE PROJECT.
<br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br />STARTING CONSTRUCTION.
<br />MATCH LINE, THIS SHEET
<br />EXISTING WATER MAIN
<br />LOCATION APPROXIMATE, SEE VERIFICATION NOTE
<br />I u� 0
<br />0
<br />/123 LF lZ" POLY WATER SERVICE LINE
<br />1" WATER METER
<br />— J SEE DETAIL 1, SHEET C10 — M —
<br />9 LF lz" POLY WATER SERVICE LINE
<br />CONNECTION TO EXISTING WATER MAIN
<br />SEE DETAIL 1, SHEET C10
<br />EXISTING HYDRANT
<br />VERIFICATION NOTE
<br />ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
<br />IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
<br />CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
<br />WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
<br />IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
<br />PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
<br />TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
<br />THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
<br />ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
<br />CONFLICTS ARE IDENTIFIED.
<br />CALL 811 AT LEAST 48
<br />HOURS BEFORE YOU DIG
<br />m
<br />w
<br />Q
<br />0
<br />z
<br />O
<br />a
<br />w
<br />0
<br />z
<br />O
<br />w
<br />j
<br />v M
<br />uE M
<br />00
<br />_I W o m
<br />z_' <
<br />J 0-
<br />in
<br />0 M O
<br />•
<br />I..L 4-J 0
<br />c: 0-)
<br />ca
<br />v � Q =
<br />z) 0)
<br />:5,2 z
<br />O V
<br />�
<br />-�
<br />T� O
<br />2
<br />uo LL
<br />� 0 oCD
<br />Lu
<br />`
<br />Lu I °� z
<br />Win 0
<br />(:eN m N
<br />N
<br />� f O can
<br />zn
<br />LL a
<br />z v
<br />Ln �U)VO
<br />WrQ�
<br />zWLn c
<br />W -O
<br />� N 0
<br />z a;
<br />W c: F0
<br />J_ = c*)
<br />> a
<br />U
<br />1PAS$
<br />off,
<br />37835
<br />�EGI STER�9
<br />�Ssj0NAL �
<br />2023.09.06
<br />00
<br />O
<br />cb
<br />�1
<br />z
<br />z
<br />O O
<br />M
<br />/�
<br />Lu L.L
<br />W
<br />U
<br />z Q
<br />g v
<br />CL
<br />a
<br />W
<br />W
<br />JQM
<br />W
<br />w
<br />J a O� W
<br />'—'
<br />J
<br />can cn Q
<br />N00O Q
<br />U
<br />r1r) C) Q
<br />W
<br />N LLLL
<br />�
<br />� Q
<br />W
<br />W
<br />z
<br />W z
<br />u
<br />O
<br />U U
<br />DESIGNER: K. MAUREN
<br />ENGINEER: B. ALLEN
<br />DRAWN: L. BESLER
<br />S 30 T 28 N R 05E WM
<br />DATE: 2023.09.06
<br />REVISED:
<br />PROJECT: 22-281
<br />DWG NAME: 22-281-C
<br />SHEET
<br />REV.
<br />C7
<br />�
<br />7 OF Lio
<br />
|