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<br /> G NATURAL GAS LINE FIRE SERVICE, SEE
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<br /> e, , � � -- � - � � �: .. � ° ���4� ° . ` C 9.11
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<br /> � s� �--- PROPOSE� STORM DRAIN LINE 2� CAP FOR FUTURE CONNECT,�:�N
<br /> THRUST BLOCKING
<br /> � �^�� SS--�-- PROPOSED SANITARY SEWER LINE
<br /> s� I s� - -P- PROPOSED POWER LINE 3O FIRE HYDRANT ASSEMBLY
<br /> � 6" sb DI LEAD
<br /> � - T - - PROPOSED VERIZON TELEPHONE LiNE THRUST BLOCKING
<br /> - -�- PROPOSED COMCAST CABLE LINE O4 NOT USED THIS SHEE?
<br /> � - - EASEMENT LINE
<br /> �5 (1) 12"� BUTTERFLY VALVE, FLxFL
<br /> � DS/FS__ DOMESTIC WATER SERVICE & FIRE SERVICE (1) 12"t� HDPE SPACER BETWEEN
<br /> 0
<br /> 0
<br /> N GATE VALVE VALVE AND HDPE PIPE
<br /> +
<br /> � ►� BUTTERFLY VALVE 6� NOT USED THIS SHEEf
<br /> � BLOW-OFF ASSEMBLY
<br /> � �7 NOT USED THIS SHEET
<br /> �t FlRE HYDRANT ASSEMBLY "
<br /> W � � TEE O ��) $��� GATE VALVE, FLxFL
<br /> _ �
<br /> 9 1 12"x12"x8" TEE, FLxFLxFL
<br /> W � 90° ELBOW O C )
<br /> > � THRUST BLOCKING THRUST BLOCKING
<br /> <L
<br /> APPROXIMATE lI � I 3 , N REDUCER 10 NOT USED THIS SHEE1'
<br /> PHASE 1 UMIT c+� 15 WATER �
<br /> -T 2 2 5 AT TEE
<br /> 9 EASEMENT � CAP 11 NOT USED THIS SNEET
<br /> ��P� BACK OF WAL�� WM METER VAULT (SEE �1 ) 12 CAP FOR FUTURE CONNECTION,
<br /> DS/FS11 2� �F � �"`� " �� PROPOSED STORM DRAIN MANHOLE RESTRAIN PIPE AT CAP
<br /> __ _- � � 2 SDMH
<br /> C G G G G Ga G � CB PROPOSED CATCH BASIN (1) BLOW-OFF ASSEMBLY
<br /> - 1P 13 = WM 3:! G � �, 13 (1) 12"x12"x4" TEE, FLxFLxFL
<br /> � � 27 LF �::�SS PROPOSED SANITARY SEWER MANHOLE O „
<br /> (1) 4 GATE VALVE, FLxMJ
<br /> � ' � � 1� °� � ' ` / ' 0 PROPOSED STORM DRAIN FILTER THRUST BLOCKING
<br /> �
<br /> ��� - � 152 LF �2"sb H��E • � �
<br /> -' W-�-� W �tii �, 0 PROPOSED VERlZON SERVICE VAULT
<br /> 8� + o � W' \�'°� W • ��pW � w � 12TH�TREET o • o,• �
<br /> _ � 82 � oo ' +00 DS/FS2 1� �G � PROPOSED COMCAST SERVICE VAULT
<br /> 95 LF 12"� HDPE � P- ��� !�' -�p �-. �'
<br /> 12 A I �.SS SS �_ $ � • DS/FS1 1 \�. \ ��,�' OB VALVE & FITTWG LOCATION (SEE C9.1)
<br /> +- o SS SS SS SS SS SS `" �� � Z�r DEFLECT TO CROSS UNDER OTHER UTILITY
<br /> AT CAP 5 �' I � 22 LF ��, � ��'� o-� PROPOSED LIGHT POLE STANDARD DETAIL N4T�.S:
<br /> 55LF 6"� DI � I i� \\
<br /> 3 12 � 1 � � i REFER TO THE FOLLOWING CITY: OF EVEREfT
<br /> REST INED I HDPE � �p STANDARD DEfAILS
<br /> SD D D °,` cn - -
<br /> � SD SD SD ----*�� � N�T��:
<br /> -- --- - - --- - - 2 3 _ _ - -- ____ _ ,�- ------ - �''� DRAWING TITLE
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<br /> v / 1'~2°��� �� SEE P�.�GET SOUND ENERGY DESIGN.
<br /> I - ( �, � � �� � 504 WATER BOX AND EXTENSION
<br /> 55LF 8"� DI RESTRAINED BACK OF WA��L� ��� 2. WHERE WATER AND NATURAL GAS 505 HORIZONTAL THRUST BLOCKS
<br /> MATCHLINE STA 35+56.81 - SEE SHEET C9.� O INTERS�CT EACH OTHER; DEFLECT WATER
<br /> SCALE IN FEET
<br /> `�� LINE UIUDER NATURAL GAS LINE AT 506 VERTICAL THRUST BLOCKS
<br /> CROSSING, UNLESS NOTED OTHERWISE ON
<br /> �'�� �„��•����.�. .�.���� DRAWING. 507 FIRE HYDRANT ASSEMBLY
<br /> N 20 0 20 4o WATER NIAIN F`ITTING DO�E��ICi VIIA��� A�V� �� 3. PROVIDE 12-INCH MINIMUM CLEARANCE 509 C N R
<br /> AND VALVE TABL� FIR� SE�VICE ��BL� FH NO. S7,�TION OFFSET BETWEEN UTILITIES AT CROSSINGS, UNLESS 0 C ETE FIRE HYDRANT PAD
<br /> . NOTEC OTHERWISE. 511 BLOW-OFF ASSEMBLY
<br /> N0. STATION DS/FS N0. STATI�N FH � ST� 81 +89.0 19.0' LT 514 TAPPING TEE
<br /> OA STA 80+89.0 DS/FS1 STA 82+14.0 FH 2 Si�; 84+52.� 22.0' LT 522 MAXIMUM PERMISSIBLE DEFLECTION
<br /> O STA 85+13.� DS/FS2 STA 83+65.0 FH 3 5TA 87+50.0 22.5' LT
<br /> �C STA 91 +13.0 DS�FS3 STA 92+59.5 FH �- � S7"A 90+52.5 35.�' LT � � � � � �� �
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<br /> FH � �Tf� 11 +79.0 21 .5 RT �..1 � � _ �� � �� ��� �� �, �.� � � �;��
<br /> p� STA 13+49.� DS/�FS4 STA 93+77.0 ��, , v , W_�..� � ;� , t„� . � � ,�;
<br /> i �: 11� �r ,
<br /> � � �EE
<br /> STA 10+12.5 DS F ` �� � � � { � f
<br /> QE / S5 STA 11 +25.0 FH E� STp 94+16.5 28.0 LT , f� i� � �,; ��'�a,� � ; � __.�.�� ? �E. � �� �.�a � s ;3�;{
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<br /> FH 7 STA 109+45.0 23.0 LT _ _ _.__. __ -_--- __ ._ ___.__ _ _
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<br /> 3 � FN 8 STR 114+20.0 24.0' L7 � � �� '� � � t �� ` '� � ��� � ��
<br /> -o G STA 108+10.C? DS/FS7 STA 11 1 +35.5 � � -
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<br /> � f � � o� � x ;s� G�
<br /> rn a STA 111+95.0 DS/FS8 STA 1 13+42.0 FH 9 STA 116+80.0 24.0' LT ��� � " - ` ��-� � � - � *�� $ �,�
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<br /> � � FH 10 STA 9+57.0 29.0 LT �`� �� _�,s.�= � `� � � �' ' : � �f�zi�- � ki��l
<br /> T � STA 28+04.0 DS/FS9 STA 115+20.0 � � f �� >�,� OCT 4 � ��� w����,�,7 � � �'�`��'"'I�r �� :�" i'�
<br /> , � - �-��� 0 �006 � 4 ��� s,f, � �I�,j,
<br /> � �t ;.. cr 2.,��.,,
<br /> FH � � s-ra 20+53.o z2.o R-r � : �� .�..,s�� �- � � ,�,��,� 3� .� EY MAP � �� ,I��� t �,,�.�
<br /> � a � �f�7� y t � _�a Pi �
<br /> � � ,�� � , ::� � ,� i
<br /> K STA 109+96.5 DS/FS10 STA 23+65.0 ��a E� l
<br /> � ��4iE � � 3�i 1
<br /> N F �z��� � ----� ������� �e�-: NOT TO SCAL� ._� � ;
<br /> >�rv��� i�� -- '� ���'�
<br /> °' FH 12 STA 22+77.0 18.0' LT � d
<br /> � DS/FS 1 1 STA 81 +86.0 �
<br /> �
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<br /> ��i�ni �As ���i�Ea ��:�� ._ � _.r...:v„�������
<br /> i�' � c � �__ -�TU 7Hr�TNIG ���l�i GOI�IS i r^�'�_.,��:e C3 t ;
<br /> � � � l 3�I�' ��t �� r �
<br /> o FH 13 STA 26+75.5 20.0' LT °'g� `�x''��"�� j � a " � �
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<br /> V� . ��j? , ., ���� � � ��
<br /> � ��. �w_� � -.� . ,:,,.4 NOTE:
<br /> o FH 14 STA 31 +95.0 21 .0' LT -
<br /> � ADJ'USTD�CALE�A CORDINGLY.'
<br /> �
<br /> N
<br /> /
<br /> PROJECT ENGWEER: SCALE: DWG. NO.
<br /> Q � • � � � • ��' � Y�, H. KUYPER AS NOTED �`�� � � � ��E� ETT
<br /> � �,`Q � �o �9 DESIGNED BY: DA7E:
<br /> C � 1
<br /> W
<br /> " Or � ����� � �c� 5t � NORTH MA�INA RED V � '
<br /> � - D. YE AUGUST 4, 200� I E ELOPMENT CIP N0.
<br /> 0 728 134th Street SW ' 5���� 2V� � 76i1 � DRAWN BY: CHECKED BY: 1�1FRASTRUCYU�E PHASE 1 � 3-0�-003-09
<br /> " Everett. Washin ton 98204 9�F ��s�r�R ���``'� W. CIRIDO ���� � A� � �jA� P LAN • N0. JECT PD-N -
<br /> r i P.O. BOX 538 9 SS/nMp�- � ' �V� �Q��J-0 6
<br /> � QO 8/4/06 PERMIT APPROVAL/CONSTRUCTION � �- � APPRovE� BY:
<br /> EVERETT, WA 982�6 Ph: 425 741-3$00 � � 12`C�H ��� � ��
<br /> °O (425) 259-3164 ExPiREs 03 03 07
<br /> 0
<br /> JOB NO. 21-04-015 N0. DATE BY REVISION N0. DATE BY REVISION
<br /> SHEET N0. 8 -rj OF /B3
<br />
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