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w� 8"x45' VERT BEND (2) PROFILE ��� SERVICE SADO�E �OR 1" AIR-VACUUM "'"""""'�"""`"'�� �
<br /> 8"x90' DI 8END (MJ) STA t-�47t AND 1+49t VALVE P�R CITY STQ 512 AT PROFILE 8"x90° HORIZ BEN� (MJ)
<br /> STA 8+85.9t. S7A 3�!-O5t. SEE PLAN POR 1" pOPE END WATER ftEROUTE AT -MqTCH EX PIPE COVER
<br /> LT=83':t VF t EX 16'� SCFM1, PR�TEG7 IN PL4CE, DEPTH UNKNOWt�! ROUTING AND A!R-VACUUM VA�VE IOC. APPROX FROFiLf 5TA S+SOt DEPTH OF 6� TO 7'
<br /> � � 3 ED, SEE SHT c3.1 � 3' MIN CQVER, FROM PR4FiLE 0 8"x8"x6" TEE FOR 1 7 CAUFION-EX UGP FROM END Of RER011TE
<br /> 30 _____ ..__-__- --- -�, _.._.� _ _,_.._.��...._----- ---.._
<br /> tA 7+50t THROUGH 4+95t FH ASSEMBLY DUC76ANK, PROTECT IN F'tACE AT S7A 5+50 TO 4+97t
<br /> _.._.._- ---- - - --_-._.______----_._-_..----____.___`____._..__
<br /> SS UFT i 7 �AUTiON-EX UGP 8"x8"x8" D! TEE FOR BLOG � � ��� "-���""-�` - -30
<br /> STAT�ON DUCTEANK, PROTECT IN PLACE �T-5 FIRE SPRINKLER SYSTEM 8"x8"x8" TEE EX GRADE � ' -
<br /> - 8"x4� VERT BEND (2� PROFILE � -
<br /> 25 - VENT PIPE� - � � � W - � 8.,x90' HORIZ 1 2 3 i ! STA 4+95t AND 4+97t _25
<br /> 20- _.._ � � _ ,. � _._. '_" __._ .._ � _ � BEND MJ , _ _ �
<br /> _ _..._ ." _ - - - - _ _.._ _ _._. � _
<br /> � 18" MIN CLR "12" Mlh CLR 18" MIN CLR 8" D! GV (FLxMJ) =20 z
<br /> - _ _ _ o
<br /> � �5 _ _ !//////////./// _�s �
<br /> w �� MATCH EX PIPE COVER DEPTH 8"x9.�' NORiZ L CONN TO EX 8" W HEADING WEST 8"x80' DI BEND �MJ) STA - W
<br /> OF 6' TO 7' FROM PGINT OP BEND hIJ) FILL EX 8" W WI7H � _�p
<br /> � NON-SHRIPIK GROUT (�NTO 7NE PA�E) w/ 2-8"x45' 12+07.1#, LT=94'f VF -
<br /> CONN AT STA 0+51 TO 1+47t VERT BENDS AND 8" PIPE SPOOL � z 8" 01 GV (M,i� _
<br /> 5 & ABAN IN PIACE �� 5
<br /> 661F-8" Qi W �246LF-8" DI W +9�F-8" DI W 25LF-8" DI W A 421.F_g.' Di W 161F-8" 01 W 801F-8" ni W 1 2 3 '
<br /> ' ���.._-- -- -t' --T-----�_.�._._�..._._j__���._���y�_.._ `-T----... ti�... _.�.. �.���._.__�__._ ----t------______..... ._..�..----_.______-___.__7-_-- -- -_.._V._r.._..._._��__.. _� - p
<br /> p+51 0+7t ptgl f+tt t+37 1+51 3 tt 3+77 3+91 4+11 �+ 4+34 4+51 4+7i 4t97 5+51
<br /> E?( 8" W, BEGIN WATER REROUTE
<br /> SRVE & AT PROFiIE $TA 0+5;
<br /> �r�orECT � �1�._WATER RERQUTE PRQF�IL����''�� ��-� CONSTRIJCTIUI� NOTES
<br /> `�'` 7 ? 3 it 2-&"z45' VERT BENDS
<br /> SCAL.E.: t"=10' ,.--�.^�' , � �i THE EX(STlNG UTIl17Y LOCA710NS AND �EPTNS SHOWN ON THE PLANS
<br /> � � 8 $" GV (MJ) 8"x8"x6" DI 7EE MJxFI
<br /> @ �� t ) ARE APPROXIMATE NO REPRESEN7A710N IS MAOE AS TO THE ACCURACY
<br /> r-� 1 2 3 8"x8"x$" DI TEE. 1dJxFL FOR FH ASSEMBLY c
<br /> 8"x90' pl BEN� (MJ) : �� C'�� � ) OR COMPLETENE�S Of THE INFORMATION. THE CON7RACTOR SHALL
<br /> Q ' WATER RERDUTE S7A 11+46.7t, �T=174't V� ' 2� STA 17+90.Sf, LT=174' QOTNDLE OR OTFIERWISE CONFIRM EXISTlNG CONDITIONS PRIOR TO START
<br /> STA 8+F35.9t, �T-145' q �x �SnFM H" GV (flzMJ} p Qp WORK. IF CO�101T10NS OffFER PROM 7HOSE SHOWN ON THE PLANS,
<br /> PROFILE 5TA710N, TYP • ,
<br /> EX ED, PIP �'������' � pV+CE, , B"x90' DI BEND (MJ} �r ' J 6LF-$" DI W THE CONTRAC74R SNA(_I� NpTIfY TME ENGINEER AND SHALL NOT BEGIN
<br /> y �. l,� �r.,� " ______�� '�' � � CON5TRUC710N UNTtI 'TME CHANGED CONDITIONS HAVE BEEN EVAIUATED.
<br /> � -EX LiGHT DEF�'fH`UNKNOWN v ` STA N'I 7+50,4f., LT=74�J'� � 42LP-8" __ _.__ g"x9�' DI BENp (MJ) TH� CON7RACTOF� SMAtt TAKE PRECAUTIONARY MEASURES 70 PROTECT
<br /> � POLE (52) _ 2�� � i 9�Ft-8" DI W 1/ ,� STA i 2+07.t t, LT=174' FROM Dr1MAGE OR DESTftUC710N ALL UTIUTIES AS SHOWN AND ALL
<br /> SSfM, SEE r 75 W ESM7 8Y OTHER5 , 8 x8 x8 01 TEE (MJxf`I.) 4�t•00 4 ll71LITIES N07' SHOWN TNAT MAY BE ENCOUNTERED DURWG
<br /> � SH7 C4.1 s ('--__-- --,---------.--__-- o -- � StA i1t31.9#, Ll'�14g` -, - --� ,� � a CONS7RUC'f10N t7UE 70 NO RECORO OP THEIR EXISTENCE.
<br /> ` _ * _--w--.___�.. T �0
<br /> ....,�,..�.,. _._..__ ____.�.__...„„ .
<br /> ,F __�- I !
<br /> � j Y M , y N y�`- �4��'y � QI W� � � "'� $" Gv (FLxMJ} -251F-8 W', EX LIGHT POLE (53) � �HE WATER 4E51�,M ASSUMES THA7 THE EXiSTING $" WATER MAIN WAS
<br /> � CONSTRUCTEd W�TH b T0 7 FEET OF COVER. THE-CONTRACTOR SHALL PO7HOlE
<br /> � � r� !_"�`� _y Y -_._ _.,. ,„.__ _ __ �� w�r v _ 20.5 i � � 70 CONFIRM 7HE EXSS7ING LOCA710N AND DEPTH PRIOR TO ORDER qF
<br /> -- ___ _
<br /> . , � r � .
<br /> ___ �
<br /> . , -- _ _ � ___.� - - __ �
<br /> -- "-.^�- k � I MATERIAL5 AND STAR7 OF WpRK, INCLUDIN� THE CI1Y WORK TO CONNECT TO
<br /> � � � 8��x45 VERT BEND (2) �- � � '� " ""`T "- �^ f 7NE EXISI7NG 8" MAIN. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE
<br /> 1 tQ0� j ` , g 21.0 ! .,. � S+Op
<br /> .c �7 CA1/710N o PROFILE STA 1+47t AND 4dLF-8" DI W /; : � - •� "1 ` PLANS, THE CONTRACTOR SHALI NOTIFY THE ENGINEER AND SHAII NOT BfGIN
<br /> � EX ED, PIP ; ` � _ � , � 1+50t �. - '-�'"" /� 1 l 'APPROX 90Lr EX 8�� Nl, CONSTRUCTION UNflt THE CHANGED CONDITipNS HAVE BEEN EVALUATED.
<br /> co ' t ,. _ , . ryry c�a .� 7r ��� 1 `_...--..'""` 3 ; FIIL WITH NON-SHRINK '
<br /> .�.i C GROUT AND ABAN IN Q 8'""t,'BWNE�tON TO EX 8" MAIN 8Y CiTY 5EE 'NATER NOTES 9 AND 10 On
<br /> �i .._-gP���r.�gp_....._.__g�__�..T . . ..�,_ep_} '.�I• i . . . . . . . C3.j C3.2 � ~ % �" 1 � � � � � PLACE SHEEf C3.2
<br /> �� 8"x90' DI BEND (MJ) � fO I 4 J � � � �i � ENO WATER REROUTE
<br /> STA 8+85.9t: ' � � �.� : � � � � � � Af APPROX PROFIL£ 0 CUT EX B" W MlUN FOR W RERUiJTE. REA�OVE 5't OF EX DIP AT EACH NEW
<br /> t_T=83�t VF � i i--BEGIN WA7ER &'� W R1SER INTO . � � O i CONNECTION POINT (3}. FIL� REMAINING 8" OIP WITH NON-SHRINK GROUT ANO
<br /> �' __ _ _ aot , STA S+SOt
<br /> � > i REROU7E A7 SPRINKLER ROCM ' � �k�!` . i '' � ABANDON IN PLACE,
<br /> 1 2 3 ; . _ _ _` r. .. J _ _
<br /> � � i PROFILE STA 0+51
<br /> � �_ ! LG1 EXPOSE EXISTlNG PI E BA = .
<br /> � �.,i,�,�,� iii,�iiiiiii�ii�ii i�ii�iiiri.�,��'rriii.�r��i,��i�ii�ii� � ���i i%''f/� � Q 2'• NSi ILED BY CIN PER COE STO DWG 502
<br /> MEiERED WATER SERVICE I A
<br /> . �' . METER �URNfSHE� BY OWNER. STA 8+79.4t, LT 82.5't. EXCAVATION TO
<br /> g � " , T . CKFILL, C MPACTION ANO SURFACE RESTORATION BY
<br /> EX 15' ,p g � � : __ 1 3 8 8" �I GV (kAJ) N RACTdR. P
<br /> ' W ESMT ` _. , ' 22.5 ���. _ � 4
<br /> : ._ � - �/- 8"x90' DI BEND MJ STA o
<br /> _ �,
<br /> � . - ! � APPROX 3221.F �X $" W, �r� , � � Q fH ASSEMBIY PER COE STD t3WG 507, STA t 1+90.5, LT=16�'t (CENTER Of
<br /> a � • � a � FI�L WITH NON-SHRINK " , " ��4 '; 72+0. �•�t� �T=54'f VF p yYORAN'I� WITH BOILARD PROTECTfON PER COE STD DWG 508.
<br /> '" DEMb �X G�J's �,�
<br /> � /�,�./�,� � � GROUT ANO ABAN IN PLACE & 8° TFE �" ' 1 2 3
<br /> ��lJ,��(�'L1/L __a__9P�i� , .� � ��` �CAUTfQN - PAST VACUUM EXCAVATION POTH4UNG FOUND APPROX 4"
<br /> � � "� ROOf DEPTH Of ACP OVER TOP OF EX UGP DUCTBANK (APPROX �0"Wx36"D�.
<br /> � ���Q�A� I � `� � C3.1 C3.3 � �'! USE CAf2E TO AVOI[} DA�iAGING AND 5AWCUTTING INTO DUC76ANK.
<br /> I� ouTUNE
<br /> � + /� ' � 1 , m. K � � � WA��.(C �OT�J 23.0 Y� . �� ( ;,; ' SO 8'• GV lNSTALIED 8Y C1TY. EXCAVATION. VALVE BOX, BACKFILL AND
<br /> � -' � °� � SEE �HEEf C3.2 FOR �"' �,�i � ���j�N� SURFACE RESTORATION 8Y CONTRACTOR.
<br /> m ��� �� Ap[11T�ONAL WA7ER N6TES. �, � � ��' ' GATE VALVE ��
<br /> w� � _dg � �� i �; � 9 1" SERVICE SADQLE FOR 1" AIR-VACUUM VALVE PER CITY STD 512 AT
<br /> K T • , , E PROFILE STA 3+05t AN(5 i40LF-1" 200 PSI POLY PIPE w�TRACE WIRE
<br /> � � �' I�" �,. - _ � � � � � , " � , � , G. THRUST BLOCK PER C�.STC�,P,LRN 5 20 „,..�(JTE ,£� . �
<br /> � ` , ° .. . .- , ' � � .�� _.. . ,.. �. ,:��� � ��� � C GRO T P G -"�,`.,,.� *�. ,.,.w,.....a�"°" ��,r.�^�"" �w.,.,�,r"""��w..,,,,..r•""„ .
<br /> � � � U LU � 10 t° A!R-VACUUM VRLVE PER CITY STD 512. IN57ALL METER BOX & RISER
<br /> � �"'"' `"-' ^"""� � PIPE WiTN BEEHNE S7RAItdER ADJACENt TU EX LIGHT POLE S3 A�Q NEW
<br /> ~ ( C( FIRE HYORANT
<br /> �- � This Record Dra��ving has een pre ared 1R �1't d t . PROVIDE 3-F00T N11NIM CLEAR ZONE NROUND FH.
<br /> � "'_ - � � _ � � �
<br /> � "''�'` on 'A�`Buiit"infc�rmation ovided b others.Th Ugh �- �-- _ vAR� HYaRar,T �a cor��a -�o a„ tv H r�c wes w/a°'x s`.."'""�"4.�-"�`�'.��'.., `"�"..
<br /> _�,
<br /> � � d_,.... ...v�.. �,1€,'.3S:f1�lI�It1:�f-t��t�40A-8��iiS-�C .uscY o _ 5 VERT BENDS AN
<br /> � m .�.. .:;:... . . . �. '•�t�'��c1'SB�M"' ..... .M T.�....__. ...:..._..: _.. _..����. .. ....., . . LIF? STATION � .
<br /> � SS PIPE Ol
<br /> __ . .- .�j. •
<br /> the e�t avai�abie informa�ion,no pre umption should . � ' � sewEP c�e�,r�our
<br /> _ ,, �
<br /> � a e re�arding the drawing's �y �N "� ��'����
<br /> � � ATER PLAN $LDG GRid CQNtR LINE, EX ROOF CALL4BHQU�S -------- w e,nsE�neNT Q 24' 40' VERT DATUM: MLLW = 0.0'
<br /> � � BEF�REYdup�G C ""'� HORZ DATUlA: NAQ $3/91
<br /> GK 113 (SDG 1 CL, 5EE OUTIINE � � � �"-��+
<br /> SHT G2.3 F6R SU EY CONTROL /�/,/��/i W AB,4faDON td` 3�� IF SHEET IS LESS THAN 22z34
<br /> � Si ned -----____ D(AI.$11
<br /> SCA�E: t"=20' REDUCE SCALE ACCORDINGLY
<br /> � A � PRpJ�CT,�NGINCE�t: '�y 5�;�: PORT QF EVERIETT °"'G u°. C3 1
<br /> u! O6/27/f8 9 EVf5E0 LpCF7�ON OF l�t,T R MA�N N. WATSON AS SNQWN
<br /> P�RO A N R7' � P pL�G T-5 ■
<br /> � ��,c �. _nY��N Per it 1 s ec or .:;" �,�,
<br /> POrt O Print ,e,, , !�� E';ISED ?P.faIFR ����,T�o�,s��� �'°� t��� 0E5iG^`°� °"r` CARGO TRANSIT SHED BLDG T-5
<br /> w .�, J. BECKER 3/21/2d1& � � Cm rao.
<br /> RE�.4CAT#ON-STRUCTURAL/UTlLITY �-o-as,-o,
<br /> � . •, �• . . � ORAWtI Fiv. CHECKED$r. • .
<br /> > 57.q I;4 ,. : .
<br /> w P.n, gOX 538 16015tAAvenue,SuitQI30Q �� 0?/30/f8 vw ISSUED FCR 3�p. �� ;i � $• MILLETT N. WA75UN PRO�ECr
<br /> `o Seattle,Wasfiin on98302 n *�i,1�4- _..__�.._
<br /> ElERETT, WA 98206. � �SL1 �3�2ift8 NW ISSUEO FCR A[RI.NT. ,ty� ;�� �� APPRtl��EC 9tr NQ• MT-ST-,ZO1$-0�.�
<br /> q� (�{25) 259-3164 (206j 38b0600 F0x(20b)3$2-QSAD� � � ��� � W AT E R P LA N Q 1 Y LJ 1-(�.V�)LG,, SHEET V�?. 9 0` 3$
<br /> PROIECTNQ.1700330 ND. CA'f BY 4(Vi5i0N N0. Dh(E BY kcV�SICN (9M�{ '7,.J
<br /> � 3� n -��,�,n�,� ��G U-�I�� ���,w�-�,�.� .
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