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MATCHLINE STA 24+94.60 - SEE SHEET C9.9 M
<br /> .
<br /> APPROXIMATE LIMIT � '��, �. �, �
<br /> ��'`�� � � �``°' J BACK OF WALK 15' WATER v
<br /> OF BID PACKAGE 13 ,�'�� , I I ���,�-��I � 7 B EASEMENT �'F �
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<br /> -L , SL - , 5 -L �� :, � $ --L- - - -L- - - -L- SL - -L- - - -L- - - -L SL - -L- - - -L- - =�,L- SL - -L- 2
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<br /> CAP FOR FUTURE C TL a G I 5 G TL G - - TL - - - TL - - G - TL C' - - - TL G�' - - TL N
<br /> ��y � � � I ' W
<br /> CONNECTION. RESTRAIN ,P�`� � �- � ''��.� T - W
<br /> PIPE AT CAP �..f`- i I � � �- �- �- � � � _- - = �- = �-�,� �
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<br /> 0 Q 12 HDP , �,,.R W , W , W � W „ W W � W �
<br /> _ ���12TH STRF�T ` � � 85+Ob �� `� � �� 239 LF 12 � HDPE � � � � o
<br /> � ___�- oo ��y���� 8 6+ 0 00 8 +�,Q - � �.. .
<br /> CLOSE VALVE AND � ���� �� I � � r �� -� -� �--�-� �� ''
<br /> DRAW PIPE NORTHWEST 5 � � w 6� LF 8"�,��iDPE ��� �'� � 13TH STREET`���''�<< �
<br /> FIRE HYDRANT TABLE �-�-� � ss ss � z � s , �� ss ss, s ss ss s ss ss ��'�� �
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<br /> FH 1 NIC NIC � ,� � �� z
<br /> > I � 3 � ,y� .�� �
<br /> FH 2 STA 84+52.0 22.0 LT $ 5,5 � �� � u�``� � BACK OF WALK � � V
<br /> CLOSE VALV . �, � \ �/ a .. , F-
<br /> FH 3 STA 87+50.0 22.5' LT DRAIN PIPE OUTH � a
<br /> �
<br /> FH 4 STA 90+52.5 35.0' LT J a `�
<br /> , � �
<br /> F H 5 S T A 1 1 +7 9.0 2 1 .5' R T ` /
<br /> 12 �
<br /> FH 6 STA 94+16.5 28.0' LT
<br /> BID PACKAGE 13
<br /> FULL DESIGN LIMIT
<br /> FH 7 NIC NIC
<br /> FH 8 NIC NIC \
<br /> FH 9 NIC NIC 20' EXTENSION FOR
<br /> UTILITY STUB OUT STANDARD DETAIL NOTES�
<br /> FH 10 NIC NIC
<br /> REFER TO THE FOLLOWING CITY OF EVERETT
<br /> FH 11 N�C NIC STANDARD DErAILS
<br /> FH � 2 Nic Nic DRAWING TITL
<br /> FH 13 STA 26+75.5 20.0' LT 503 METER VAULT FOR 3" AND LARGER
<br /> LEGEND= CONSTRUCTION NOTES' NOTES�
<br /> FH 14 NIC NIC 504 WATER BOX AND EXTENSION
<br /> --W WATER MAIN O NOT USED THIS SHEET 1 . NATURAL GAS LINE LOCATION IS SCHEMATIC.
<br /> G NATURAL GAS LINE SEE PUG� SOUND ENERGY DESIGN. 505 HORIZONTAL THRUST BLOCKS
<br /> �2 NOT USED THIS SHEET
<br /> s� T PROPOSED STORM DRAIN LINE 2. WHERE WATER AND NATURAL GAS 506 VERTICAL THRUST BLOCKS
<br /> O3 FIRE HYDRANT ASSEMBLY INTERSECT EACH OTHER; DEFLECT WATER
<br /> SS7 PROPOSED SANITARY SEWER LINE ►� LINE UNDER NATURAL GAS LINE AT 507 FIRE HYDRANT ASSEMBLY
<br /> 6 4 DI LEAD CROSSING, UNLESS NOTED OTHERWISE ON
<br /> - -P- PROPOSED POWER LINE THRUST BLOCKING D R A W I N G. 509 CONCRETE FIRE HYDRANT PAD
<br /> W A T E R M A I N F I T T I N G D O M E S T I C W A T E R A N D
<br /> AND VALVE TABLE FIRE SERVICE TABLE - T - - PROPOSED VERIZON TELEPHONE LINE O 4 NOT USED THIS SHEET 3. PROVIDE 12-INCH MINIMUM CLEARANCE 511 BLOW-OFF ASSEMBLY
<br /> - -�- PROPOSED COMCAST CABLE LINE �� BETWEEN UTILITIES AT CROSSINGS, UNLESS
<br /> O5 (1 ) 12 � BUTTERFLY VALVE, FLxFL NOTED OTHERWISE. 514 TAPPING TEE
<br /> N0. STATION DS/FS N0. STATION - - EASEMENT LINE (1) 12"� HDPE SPACER BETWEEN
<br /> VALVE AND HDPE PIPE 522 MAXIMUM PERMISSIBLE DEFLECTION
<br /> OA NIC DS/FS1 NIC
<br /> DS/FS_ DOMESTIC WATER SERVICE & FIRE SERVICE
<br /> N GATE VALVE O6 NOT USED THIS SHEEf
<br /> O STA 85+13.0 DS/FS2 NIC ►V BUTTERFLY VALVE 7 (1) 12"x8" CROSS, FL
<br /> � O THRUST BLOCKING
<br /> � O STA 91 +13.0 DS/FS3 STA 92+59.5 L BLOW-OFF ASSEMBLY
<br /> -���«f�„`rs�- ��^€� 3 �s, s �� ^t�� � .- � za � # � �'�+
<br /> � 1�l FIRE HYDRANT ASSEMBLY 8 (1) 8"s� GATE VALVE, FLxFL ��;'�--'_-" `�_���.:'` ��`�� � ''�_���_ '.'__���--- ° '--�-- ��� -� � ��� ���
<br /> � �p STA 13+49.0 DS�FS4 STA 93+77.0 P�, �S Q(�PR�VE� ��� �=_ ` �� -~- �; � `E� � �` -� �; ��,�
<br /> � I=I TEE ��; , � � . � �,, � �.� K .�
<br /> i 9 NOT USED THIS SHEET
<br /> r „ � ��' ' � � ` ry�'
<br /> �, OE NIC DS FS5 NIC � � x
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<br /> � � � �
<br /> PUBI SERViCE� DATE ���� �, � � ',,#` _ � -_.� ..��-�` s ; �;
<br /> _.
<br /> _.._ �.__. y
<br /> � 90' ELBOW � ��� �- „�,, �
<br /> Y$ 3
<br /> � 10 NOT USED THIS SHEET �', �� _ � � �� ` -��- �_"'--�'--�","��
<br /> PUBLIC Vil�($ ���- ��
<br /> i � NIC DS FS6 NIC � THRUST BLOCKING E�s+o� � i �� � � ���� � �- �
<br /> Di2AINAGE DEPARTMENT i�-���-------�" � ,�� ti�=���
<br /> _._ __ _��__�_._ .___�. ,_ __. _
<br /> A PUBIiC WORKS PERMIT IS REQUIREOPRqR ' "
<br /> � 1 1 NOT USED THIS SHEET _ � x f ;�� . , ��
<br /> H REDUCER TO STARTING ANY CONSTRUCTION ON TH�$ ��� ;.. � I t %` - � � � ;
<br /> CITY ENGINEfR � _,� �' � `�'
<br /> G NIC DS/FS7 NIC PROJECT. APPROVAL FOR THiS PROIECf i q �= �
<br /> � � ' � `' �'�r-ti�-.� ���
<br /> oC O N DITtONAL PER CURRENT STANDARD$
<br /> � CAP 1 12 CAP FOR FUTURE CONNECTION. k��� �� 3 � .�v, ,�
<br /> ,€� � � , � �
<br /> UNLESS PERMIT � .�- -.� �_ .._ . _,_ �_. _... _.. . _ _ �.� �(���
<br /> vA D E X P I R E S , b6--� ,
<br /> o H N I C DS/FS8 NIC R E S T R A I N P I P E A T C A P. FOR CONSTRUCTION Has BEEN ISSUED �`' „� � � ° ° - .� = �'�
<br /> � WM METER VAULT SEE C9.11 (1 ) BLOW-OFF ASSEMBLY s;� �� �-�---� t�4,
<br /> m � STA 28+04.0 DS/FS9 NIC PROPOSED STORM DRAIN MANHOLE � ��� .�w� ���'�;
<br /> O SDMH �,, �, �.
<br /> � K NIC DS FS10 NIC �g PROPOSED CATCH BASIN � ����Y� � ��' �����,
<br /> / KEY MAP � �; ; �4�z
<br /> � �
<br /> � � ,t, w� �
<br /> PROPOSED SANITARY SEWER MANHOLE , 3 ,
<br /> � 3 �:
<br /> � DS/FS11 NIC SS NOT TO SCALE ��; ' �`_ _3 ',���;
<br /> � �� � �:
<br /> �
<br /> PROPOSED STORM DRAIN FILTER I, �f
<br /> z
<br /> 0 �f. ....... .,.__.........�....�,,.�..�...Y��_-
<br /> v
<br /> � PROPOSED VERIZON SERVICE VAULT
<br /> /
<br /> 0
<br /> � PROPOSED COMCAST SERVICE VAULT SCALE IN FEEr
<br /> 0
<br /> o BO VALVE & FITTING LOCATION (SEE C9.1) 20 0 20 4o L
<br /> „ „
<br /> � -�- DEFLECT TO CROSS UNDER OTHER UTILITY FOT'L" DOES NOT MEASURE 1 "
<br /> � o--❑ PROPOSED LIGHT POLE EARLY ROADWAY AND UTILITIES BID PACKAGE 13 ADJUST SCALES ACCORDINGLY.
<br /> N• K j PROJECT ENGINEER: S�A�E: P O R T O F E V E R E T T DWG. NO.
<br /> �o � � � � � � � 8/29/08 BID PACKAGE 13 - BID SET C?�pEWAS A H. KUYPER AS NOTED
<br /> � ,`P�� /co�� DESIGNED BY: DATE: �� �
<br /> Or O 8�s�o$ EARLY ROADWAY & UTILITIES y � NORTH MARINA REDEVELOPMENT �
<br /> � D. YE AUGUST 4, 2006 CIP N0.
<br /> 728 134th Street SW � Suite 200 BID PACKAGE 13 - REVIEW /I _ INF'RASTRUCTURE PHASE 1 3-0-003-09
<br /> o �� o �� DRAWN BY: CHECKED BY:
<br /> � Everett. Washin ton 98204 � 3/16/07 CONFORMED SET ADDENDA 1-4 �.�`� F�STER�`'O��I►�' V11. CIRIDON PROJECT
<br /> N P.O. BOX 538 9 0 8 4 06 PERMIT APPROVAL CONSTRUCTION `�S�ONAL E� APPROVED aY: W AT E R A N D G A S P LA N N0. P D-N M-2005-0 6
<br /> � EVERETT, wA s82os Ph: 425 741-3800 0 � � �
<br /> o (425) 259-3164 g � �/�S 12TH STREET/ 13TH STREET
<br /> JOB No. 21-07-004 N0. DATE BY REVISION N0. DATE BY REVISION
<br /> SHEET N0. �jq. OF 83
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