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1-115"A 6'xH" TAPPING TEE N.E.1/4, SECTION 19, T.28N.9 ME., W.M. 1-16•xi6'xB" TAPPING lEE
<br />1-8' TAPPING GATE VALVE
<br />1-8TAPPINf GATE VALVE
<br />THRUST BLOCKING THRUST BLOCKING
<br />BY CITY AT DEVELOPER'SBY MY
<br />EXPENSE GR=A- 3 i�lt- EXPENSEa? DEVELOPER'S
<br />' -- IE=479.93-12 G
<br />6+88.65 7TH AVE SE= ' - _ _
<br />I UR1VY u URW''- , 1DRWY I_ � URWY _
<br />O+OO.D 1007H STREET SE I T--_.- -_- - -o_�,--- �- ORWY DRl,k'Y L_... _1_--_._J........._._._.__ ---
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<br />,.-_-__._._-_- 7/-----___------------- I 6R=488.73 100TH STREET S E /T SSMH
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<br />100th PL. S.E. I / --_- - - -- o i _ : ; sro so5�,_ \ /,, . I/
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<br />EXIST SSMH i % O �P" ` I OA u 1 102LF.(3"
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<br />GUST BLOCKING J.. I I,•
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<br />EXIST 2.5'x3. ;' i��IV , // -- 7� - _Z I I I w J w w w w w w w w w w w w w w w w w w w w w w w w w RUST BLOCKING I i �I 41h, 7, IE OLLT z
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<br />\ ' •. / Ao� `8 w w w w w w w w w / I - 481
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<br />0+D.00 ,iH AVE S \_RIM ` - • gi/�\ ----------------- - - i \ I / / I ! - \ '\ \ /// w w
<br />., _ , 'i-iM-- 83.Fi5 EXISTING SSMH - --48 33� \ / w w w w w w w w / 1 / ` a \ /
<br />I Ic=a'O.td_ RIM=481.99 �- - i-, F / 78. ( / /
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<br />i IE=477.21 OUT
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<br />ISBENCH MARK: A �" \ j ( \ I`. /� /I • I
<br />RIM OF EXISTING SANITARY MANHOLE - ELEV=471.26 / 1 / / �// / / / + o \ \i c / 1/ ✓ \\ \\ \\ \ \ w c /. I� i IE~•7T9�\ 4 2• / .ye \, / / ' ; I 1 TRUSB R N G �Y w w w w w
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<br />DATUM - NGVD 1SAN / / x `i er\ - \ ) ✓ / i \ \ / ys- i \
<br />GENERAL WATER NOTES: v \ / q RIM=as e
<br />/ / /.1e ,I • / I �"Iae, `{ .��F_ 1 t ) /I I J I I I w w .) REVISIONS: APPD.
<br />1. NO CONNECTION TO THE EXISTING MAINS W1LL BE ALLOWED EXCEPT BY MEANS OF AN a / h �---y \ \ I I r s/n/ga aLx an or c{'[nErr
<br />APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING. TESTING, / %n -� _-'-�� I Lf�ao� N�4-1fi y� -� � , %pe 'J �' PC �.¢ ` \ \ w w
<br />,9 l ho , ->7" S,a_ Z% + \ 1 nGLe JUa
<br />DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. fOGE1�^ Cam'%l,y
<br />L-71P�o�4'
<br />2. TAPS ON EXISTING MAINS WLL BE MADE BY THE CITY AT DEVELOPER'S EXPENSE. / / , �- o \ 1 - - --� "-._�� 8 � ��"p gA\ -- -- -- - _ -45' BEND (MJxMJ) I IE tY6•INN ,}�r4 lI•
<br />"e \ ro \ - { FF� <�-,_ __ __ ai-BLOCKING EXIST CB
<br />3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. ,� / - --ro >, '-- �7�- -� G - ' w
<br />/ _ c, ,�2 \w GR=472.74
<br />�` _-•lam -- ___ 7T _ _ "� i \ \ \ I I IE-471.04-t
<br />4. THE CITY OF EVERETT ENGINEERING DCPARTMENT CONSTRUCTION DIVISION MUST BE '� / .A9 ./-_-_-_-/ m z Q, -ti I -
<br />NOTE TO SURVEYOR: 1 m / �,
<br />NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION.
<br />/ / - I 1 \ \ w ( A0
<br />6__-, -. _ ..\.. F� ..5' I HAT V rol',v
<br />BUILDING AND PARKING LO(:APONS RE AS PROVIDED BY RUTLEDCE MAUL ARCHITECTS. / / - ,75 \ {{' I -
<br />THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A CONFIRM LND PARK AND DIMENSIONS WITH THEM BEFORE CONSTRUCTION. i / / : IE=4 - •- _ _-_ ¢ ( WA WA
<br />PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON / ` 71 j? "`--. • N ' \ EX { T. ;TH 4}
<br />A 24 HOUR BASIS. V --_ �`� �_-- u.1 GuTER .i I w w yo
<br />\ N841D418 m4i x
<br />5. NO PARALLEL UTILITIES ALLOWED IWTHIN WATER AND SEWER EASEMENT AREA. POWER. Ra - \ _\ Cw / a%
<br />PHONE AND GAS LINES SHALL CROSS AS CLOSE TO PERPENDICULAR AS POSSIBLE
<br />SEWER CONSTRUCTION NOTES:00 -- J �J•' DATE: MARCH, 1998
<br />ENCASE IN RED CONCRETE. _ / / $ DESIGN: JNM
<br />GENERAL SEWER NOTES: QA COIJ57RUCT PVC SIDE SEWER AS SHOWN AT 2.OR MINIMUM SLOPE PER SITS 601, 602, 604. \ DRAWN: MMN
<br />_
<br />OB CONNECT OT EXISTING 6. OR 8• SANNITARY SEWER SNB. REMOVE EXISTING CREAS 4• PLUG - j U CHECKED: JNM
<br />1. ALL WSDOT/APWA S AND RRK AND MATERIALS
<br />SPECIFl ATION SRM TO THE CITY OF EVERETT STANDARDS AND 1-4"0 1-8•xGATECVALVE (FLxFL)ER ) - - - _ _ _ _ _ _ ?1� - 8 DIP CL82 S �; 9 REVISION
<br />D INSTALL 8'z 6• REDUCER AND 6' CLFANOUT ON 8' STUB PER S1D 604. ZGIi= =B:SBx '� NUMBER:
<br />1-8. 221/2' BEND (FLzPE) __---
<br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT L�1 •CON _ _ _ _ THRUST BLOCKING -- _ _ - _ O 53 e ' LLi
<br />INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED AND APPROVED BY THE CITY INSPECTOR. V BY CITY AT DEVELOPER'S EXPENSE -
<br />WATER CONSTRUCTION NO S: - - -- - ,, I' SSMH 2 STD 605A -- -_-_-� SCALE: 1"=40'
<br />F RESTORE STREET PER STD 316. /. - !! -a - _
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM O 1 INSTALL 2" WATER SERVICE AND METER PER STD 502B. USE 3" HDPE R 7 ,/� - -- • • - HHH W FVQ TOP
<br />AVAILABLE RECORDS AND RE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE O �Fib -_. L ,.,,.-_. _-__ .�_ S A. 12+90 0 CTRUNE x K
<br />© MAIN BUILDING SEWER TO BE 6' WITH 1.OX SLOPE. (DRISCOPIPE) FROM METER TO BUILDING. BACKFLOW PREVENTION TO BE LOCATED ID�4fl _ BE[,x.+fw� LU
<br />RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY IN BUILDING. TO BE DUNE BY CITY AT DEVELOPER'S EXPENSE FOR BUI ING 11. + _ w PROJECT NUMBER:
<br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS PATH EXISTING UTILITIES ARISE DURING O CONFIRM ALL BUILDING SLAB h PLUMBING STUBCUT ELEVATIONS WITH THIS PLAN BEFORE
<br />- n+ G / { ,Jh ��
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CONSTRUCTION. CONSTRUCT OFTSITE SEWER BEFORE SETTING SLAB ELEVATIONS. O2 INSTALL 1• WATER SERVICE AND METER PER STD 502A. - +`z \"m " TCWX0084
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO BLIC SE
<br />COMMENCEMENT OF RELATED CONSTRUCTION OF THE PROJECT.
<br />'
<br />OI POTHOLE EXISTING CULVERTS AND CONFIRM ELEVATIONS BEFORE CONSTRUCTION OF O RELOCATE EXISTING HYDRANT TO BACK OF NEW SIDEWALK (C/L HYDRANT IS- BACK L� x
<br />4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS
<br />SEWER AND SETTING BUILDING PADS ON BUILDINGS 7 THROUGH 9 INCLUSIVE. OF WALK) BY CITY AT DEVELOPER'S EXPENSE. REMOVE EXISTING GUARD (IOSTS. L• SHEET NO.
<br />�'�'' n
<br />MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. O4 EQUIP EXISTING HYDRANT WITH 5• STORZ FITTING. -- .•J;��.m.•.--
<br />/ :C.F�. _:,^AfTIBREQUIi•.../ \ / \
<br />5. NO PARALLEL UTILITIES ALLOWED WITHIN WATER AND SEWER EASEMENT AREA. POWER, O5 INSTALL 2' IRRIGATION SERVICE AND METER PER STD. 502B. I / \ / \ r _ _ TO STr, i ... .1' CONSTRUCTiON
<br />PHONE AND GAS ONES SHALL CROSS AS CLOSE TO PERPENDICULAR AS POSSIBLE. PROVIDE STATE APPROVED BACKFLOW PREVENTER. / \ A T'EN NEER PROJECT. All. ROVAL Fr1°""'
<br />ENCASE IN RED CONCRETE. C0N0(TI.. }':cL PER
<br />CURRENT .ST.^
<br />P.tiL .;:L.. . _ : \ / A�=f✓t�l C7
<br />I T
<br />p
<br />`V
<br />30 X
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