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'n ,y . . q . . . . . , . .�, .` , o . . a'. d� � . . . ,� . °:M .a' . . . 4 . . . , � . . s ... �.. . a 'W WATER MAI N <br /> a .y v <br /> e � �,�� ' . d� 1' , � �xt., „_..a----�:a'"`, d.. q a ,•�.: : ' . . , . '..d ,� � ., . � ., �: p y a QA . e , _ � .�,� , �, , � � . . �! . .. < � . . .. . ' . � . . . � .° . . . . a . .r �e`". - „zl ... •+-..1 �: „ . . � � . . J �. <br /> � O DOMESTIC WATER & � <br /> ^ � - . Q ^ <br /> G NATURAL GAS LINE FIRE SERVICE, SEE <br /> , �, ,...,,_ . .. . . . n A .. a ' Q z n ' � A . � "; . ' °r. . ' ' . y iI . . . . . � " . . .' . � � �'3. n� �i . r . ' ,y ' . .� � . .�I <br /> e, , � � -- � - � � �: .. � ° ���4� ° . ` C 9.11 <br /> �..__..�.,._._..._.e....�_._......_.�..____�..M.....__.�.�..�....._...._._..�...:�:�_.��._....�.. .___�._._._..�,......�._�._..�....m.......R_........�._T._ ..._�. ..._.._..�..�_.�.M__r._m_.__��_.�.._..�....._.._�...�_...__...�...._......o.�.T._._. . ...._.. __�._.._�.�..�..�....�....�.__ma._. <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 <br /> �_ �-- -1�-_-�c-- -_ --�-ct -- -_ � _ =c- _�;=s =� -�- - - �_-__-�.�-__;,.-�-�"__=�-L, ,`P 1 . NATURa� GAS LINE LOCATION IS SCHEMATIC. 503 METER VAULT FOR 3" AND LARGER <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 � � � � � �� � <br /> �s i'; �s , � � i } � j <br /> � ' t��ytl3 �d��_s����Fb�E,I�. ��dE:.a� . . ... � � .i�....,,-,.,y �� � � .... ���{ <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�;{ <br /> ��. � <br /> � <br /> � <br /> ' z �� i i �1 } �i� � � ' � � i � i�.� <br /> � t � '��_ : � �� "� ', ' � �i" r t <br /> . rr . � �.f� . <br /> � f'.� <br /> F STA 9+46.0 DS/FS6 STA 31 +58.5 ` i y� a �`� � j _ � � �'�'�'� � <br /> � i � . 4 i8� ._ _ . � . ¢� �: . <br /> FH 7 STA 109+45.0 23.0 LT _ _ _.__. __ -_--- __ ._ ___.__ _ _ <br /> O w �..._` <br /> _ � - , <br /> = l�, � tl�' � E � � <br /> � �., L'i <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 � � - <br /> • '; ;�` ` '' ' f �`.--.� i � ''��; <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 ��� � " - ` ��-� � � - � *�� $ �,� <br /> _ .._ �_ <br /> c.� __ _ , ���( <br /> . <br /> � ' . ,�„ y '^' � ���� ;�'� a � ,�"".. ����� �Ey€� <br /> � <br /> _.., _. , .,, <br /> _._ <br /> i : ������� ��� �-�� ���, � � � � �� „�� <br /> � <br /> , � �� � F �s dl�'I <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 /> � <br /> � ' <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 " � � <br /> �J <br /> al.�e'c`."+' �ta( -��.it �`��{"M'(� � ' �t5 cv <br /> � / . � . . 5 . / 9� �.d i t -r� tr�LV�(LI . . R� 3�-��,�� ))�7! <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 />