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1,�a� �i ` � � { rl t ;' t l �i.. � t t � •`... 4 •1��' �� k`,e ,t � i /'� \ , Sy �` 1 �.. \ \. � �
<br />35, WIDE R.O.W. DEDICATION
<br />LEGEND
<br />PROPOSED FEATURES-
<br />;`' tl i i P It r \ y MATCH LIN -SEE SHEET C .1 \ y \ I W DOMESTIC WATER SERVICE, SEE 01, 02 & 03/C3.2
<br />N
<br />SANITARY SEWER PIPE, SEE 01, 02 & 03/C3.2
<br />Iim7
<br />y
<br />ill �1 4n 'I 111 t I 1 SS PROVIDE 3' MINIMUM COVER
<br />91
<br />'t1�KEYNOTES NOTES Y SEWER FORCE MAIN SSFM SANITARY C3.3
<br />, \ 162LF R SEE 03 /
<br />„
<br />20 SCH. 80 PVC, LENGTH PER PLAN \ I I s - -
<br />� t 4 \ } � � � � 1`' �., - BP -BURIED POWER AND COMMUNICATIONS,SEE 05/C3.3
<br />(1) 2" SCH. 80 PVC 90° ELBOW \ s{ I 13 \ y �, >. • SANITARY SEWER CLEANOUT, SEE 04/C3.2 & 02/C3.3
<br />Ott 3 (1) 2"x2" SCH. 80 PVC TEE ` SANITARY SEWER FORCEMAIN BACKFLOW AND PLUG
<br />7 F 1 \ \ y i \ N FLOW ASSEMBLY & VAULT, SEE 01 /C3.3
<br />i (1) 2" SCH. 80 PVC 22.5' ELBOW f \,
<br />l'1 ' \, \ `� ■ ELECTRICAL HANDHOLE
<br />SANITARY SEWER PUMP STATION PER 04/C3.3
<br />SANITARY SEWER PUMP STATION PER DETAIL 04/C3.3
<br />i
<br />1;1�1 6 SANITARY SEWER PUMP STATION PANEL MOUNTED ON POST
<br />CAP SANITARY SEWER FOR FUTURE CONNECTION \\ 1 1 y\ \ \ I
<br />�! CONNECT SANITARY SEWER AT EXISTING STUB
<br />t 't 9 CONNECT WATER TO 2" METER INSTALLED WITH RAILWAY AVENUE
<br />I �
<br />IMPROVEMENTS PROJECT \ 13
<br />,i 10 DOMESTIC WATER 2" RPBA AND HOTBOX PER DETAIL 06/C3.3
<br />i t 11 1.25 0 SCH. 80 PVC, LENGTH PER PLAN I /
<br />t� It; 12 SANITARY SEWER FORCEMAIN BACKFLOW AND PLUG { \ SAD
<br />1
<br />FLOW ASSEMBLY & VAULT, SEE 01 /C3.3 \ y \
<br />SID
<br />It 13 (1) 2" SCH. 80 PVC 45' ELBOW II ? \ S° \
<br />tl 14 YARD HYDRANT PER OWNER'S SPECIFICATION.
<br />i sa �\ GENERAL NOTES
<br />l is ttr i SANITARY SEWER NOTES ;' SD! o \ \
<br />1, S° ;. 74LF \ 1. SEE SHEET C0.1 FOR PROJECT NOTES RELATED TO UTILITIES.
<br />41 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT w!
<br />STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. I S° \ 13
<br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, S° S° \\ wI !
<br />1 t t CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, I \
<br />1 AND APPROVED BY THE CITY INSPECTOR. SD i \ �� SD 13 \ !
<br />SD
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED ' �' SD I \ FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE h r T - - - --� - - - -c3-- - - - SD / . ✓ f
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br />1 t 1 AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF
<br />CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br />�, �. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY N I \ \ ! y
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR f s y y \ \
<br />\ o I y
<br />TO COMMENCEMENT. OF RELATED. CONSTRUCTION ON THE PROJECT.
<br />i, ;
<br />4. 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 />1 } STARTING CONSTRUCTION. \ I I \ y
<br />WATER SYSTEM NOTES
<br />1. POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF 10 5. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE
<br />1 FEET HORIZONTAL CLEARANCE AND 18 INCHES VERTICAL CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF I i
<br />1 SEPARATION ABOVE NON -POTABLE UTILITIES (INCLUDING EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE
<br />j SEWER, STORM DRAINAGE AND IRRIGATION) WHENEVER NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF
<br />I ! POSSIBLE. IF SITE CONDITIONS DO NOT ALLOW SUCH CONSTRUCTION 22
<br />MINIMUM SEPARATIONS, PIPELINE MAY BE LOCATED CLOSER
<br />t TO EACH OTHER PROVIDED ADDITIONAL PRECAUTIONS ARE 6. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT
<br />IDENTIFIED AND INSTITUTED TO ASSURE PROTEC11ON OF THE SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A
<br />POTABLE LINE. NO OTHER UTILITIES, POTABLE OR PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS
<br />NON -POTABLE, SHALL BE WITHIN 5 FEET HORIZONTAL AND DURING CONSTRUCTION ON A 24 HOUR BASIS:
<br />12 INCHES VERTICAL FROM THE WATER MAIN.
<br />7. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18
<br />2. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED INCHES VERTICAL SEPARATION BETWEEN POTABLE AND
<br />EXCEPT BY MEANS OF AN APPROVED BACKFLOW NON -POTABLE CONVEYANCE SYSTEMS. ( 21
<br />PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,
<br />TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY 8. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY t' \ It � � � 254LF 1
<br />BACTERIOLOGICAL TEST RESULTS. PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES,
<br />NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br />3. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE
<br />MADE BY THE PUBLIC WORKS DEPARTMENT AT THE 9. PROVIDE 4 FOOT MIN. COVER OVER PIPING. \ I ! \\ y
<br />DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT
<br />SHALL THEREAFTER DETERMINE THE DATE AND AT WHICH
<br />THE CONNECTION SHALL BE MADE.
<br />\ o� 9
<br />4. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF \ �`� \ OLF
<br />EVERETT STANDARDS. r \ i
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<br />t I i 2 1 3 J SSCO 04 P 117LF-6" PVC SDR35 6.02% y 10
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<br />�� 27LF 1 6 7 4 5\� .\y \y 53LF-6" PVC SDR35 @ 2.00%
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<br />j \ \ \ COORDINATE INSTALLATION
<br />4� I WITH RAILWAY AVENUE
<br />19 I 14 SS SS S \ ! 'y \ IMPROVEMENTS
<br />43LF-6 PVC SDR35 ® 1.81% S( S� ° t y
<br />PUMP S1ATNIV�3� y
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<br />SCALE:1"=30' HORIZONTAL SCALE: 1"=30'
<br />30 0 30 60
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<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
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<br />SHEET 10.
<br />C3,0
<br />PROJECT NO.
<br />18,,831
<br />
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