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3RD AVENUE 2ND AVENUE <br /> MATCHLINE STA 30+38 - SEE SHEET C9,10 - MATCHLINE STA 20+38 - SEE SHEET C9.8 � <br /> 75' WATER 140 LF 12"0 HDPE BACK OF WALK }ry� a V <br /> EASEMENT (TYP) n I' FH 7 3 `�' I� r' � 36 L "4 HDPE � I � 8 r' S ^ r- <br /> w <br /> E--G G _ G —G ^ — G � G — — � -- �' — � —� — � — � — � I � � W <br /> � - - - —� — — _ —� — � _ <br /> r � N <br /> W w 1 0 H[�� • � a � � ' 20 LF 12 0 W <br /> G �(n. .\ T e � � T W <br /> . . T � .. . � ._SD —�� —— . �_ _- S� — — — . . . . . . �SD' � �� � .�. N . . <br /> _-w — —_ ,_ .— _ r 7 .��-�-'_ _ <br /> . W_ ��� _ � . . � f . � . .. ./. . . . � _ �� ' . . . <br /> N _T-c-=�_�_-- -T----T T- _��__- _�--£ -- -� =�-r=-�'-'c-- ��-- =� � _ ____� =cr=_.�-r=-=�-r -�-�=r-`°s�--r ' �� - 1-c-���< � <br /> Q io8+oo _ _ io�+6a - - - _ tio+ _ I�i�+o4� - - - —"—+°-�� . o <br /> � ss ss ss ss ss ss—�ss ss ss ss s ss i ss ss— � <br /> p n 12 G 5 94TH STREET 5 �I H + <br /> . . � ` __p_._P-___p___-p____p_--_p__"p----p____p____p_-__p�--_p_ . \__p' __p_ O� _t_p_ _ -p_� __� - p___ p�.._ _p __-p---.-P- _ N . . . . <br /> . . - -- . . � .. . �� rn . _.�._ " .. <br /> � - - - --------- ----------------- ------------ � -------- II '� Q <br /> ----- --� - <br /> � _ — _ —_����a�g a a s����_����a��a�__ _�-__ = i _— i-- <br /> ----------- [] -_ffi_ <br /> �/ , a � N <br /> 0 1 �I w <br /> � � —it- z <br /> / � II = <br /> � .� : . . i/ � . . . � . � V' a �� N. . .. � V . . <br /> e � � � I � <br /> SEE PARKING LOT STORM DRAINAGE SHEET C11.2 <br /> lEGEND: CONSTRUCTION NOTES: NOTES: � <br /> W WATER MAIN O � 1. SEE TABLES ON SHEET C9.7 FOR FIRE <br /> 7 DOMESTIC WATER & 'I <br /> FIRE SERVICE, SE� HYDRANT, WATER MAIN FIT(ING AND VALVE. <br /> G NATURAL GAS LINE C9.11 AND DOMESTIC WATER AND FIRE SERViCE <br /> s� -- PROPOSED STORM DRAIN LINE 2O CAP FOR FUTURE CONNECTION IOCATIONS. <br /> THRUST BLOCKING <br /> SS - PROPOSED SANITARY SEWER �INE 2. SEE SHEEf C9.1 FOR STANDARD CITY <br /> O3 FIRE HYDRANT ASSEMBLY DETAIL REFERENCE. <br /> --P-- PROPOSED POWER �INE 6" 0 DI LEAD <br /> --r--- PROPOSED VERIZON TELEPHONE LINE THRUST BLOCKING 3. NATURA� GAS LINE LOCAT�ON IS SCHEMATIC. <br /> SEE PUGEf SOUND ENERGY DESIGN. <br /> ---c- PROPOSED COMCAST CABLE LINE 4O NOT USED THIS SHEEI' <br /> - - — - -EASEMENT LINE 4. WHERE WATER AND NATURAL GAS <br /> DS/FS_ DOMESTIC WATER SERVICE & FIRE SERVICE O �1) 12"0 BUTTERFLY VALVE, FI�FL ��ERSECT EACH OTHER; DEFLECT WATER <br /> (1) 12"0 HDPE SPACER BEfWEEN �WE UNDER NATURAL GAS LINE AT <br /> N GATE VALVE VALVE AND HDPE PIPE CROSSING, UNLESS NOTED OTHERWISE ON <br /> ►LV BUTfERPLY-VALVE 6O NOT USED THIS SHEET DRAWING. <br /> L B�OW-OFF ASSEMBLY O7 NOT USEO THIS SHEET 5. PROVIDE 12-INCH MINIMUM CLEARANCE <br /> BETWEEN UTILITIES AT CROSSINGS, UNLESS <br /> �t FIRE HYDRANT ASSEMBLY NOTED OTHERWISE <br /> I=i TEf O (1) 8"4 GATE VALVE, FLxFL <br /> TI 90' ELBOW �9 (1) 12"x12�'x8" TEE. PLxFLxFL <br /> + THRUST BLOCKMG THRUST BLOCKING <br /> H REDUCER 10 NOT USED THIS SHEEf <br /> n CAP 11 NOT USED THIS SHEET <br /> WM MEfER VAULT (SEE O1 ) 12 CAP FOR FUTURE CONNECTION, <br /> RESTRAIN PIPE AT CAP <br /> �SDMH PROPOSED STORM DRAIN MANHOLE "� "'' `* �yy �:''�"'""' fo I ' � <br /> (1) BLOW-OFF ASSEMBLY � � , . - 1I, j,�I I�p�-�I�� <br /> �CB PROPOSED CATCH BASW � q ( <br /> 5 , ��SS PROPOSED SANITARY SEWER MANHOLE �` '� �"� � i�; �I'( <br /> 0 " ` F ; ` ' I <br /> PROPOSED STORM DRAIN FILTER +,`�� � <br /> rn � PROPOSED VERIZON SERVICE VAULT $ �p <br /> �3 % <br /> 3 � . � - . � . �� � � . ', � .�1 . '� . <br /> � � PROPOSED COMCAST SERVICE VAULT ;i �, � - j � u � <br /> v� 8� VALVE & FITTWG LOCATION (SEE C9.1) ;"i : � ��L� i � <br /> t <br /> '� v DEfLECT TO CROSS UNDER OTHER UTILIIY � r�"r.f� ,I <br /> y � PROPOSED LIGHT POLE KEY MAP N �`�Ijt���;�� ; `�� <br /> (n . .. . �. . � .. � � � . . . �.�`:% . � -�— <br /> E N NO7 TO SCALE I i,i l� a I� <br /> m ��.�� '� <br /> `o . . � . � . . . . . .. . . � � � ��-..�, i � <br /> �c� .. . � . � ... . . . <br /> o. � . . � � � . . . . .. . . . � . . . .. <br /> .c> . � � � � . . � � � . . � . . � . . . . . <br /> . / . � . .. .. . . � . � .. � . . � . . . <br /> � �� . . . � . . . . . . . . . . <br /> / . . . .. . . . � SCALE IN FEEf � � � . . � . . � . . . . � .. ���. � <br /> � i" L�^i <br /> o � . . . . . . . . . . . . <br /> j 20 2o ao ADJUST SCALES ACC RSDING�Y., <br /> r <br /> � PROJECT ENCINEER: SCALE:. � DWG. NO. <br /> � • , . N.K PORT OF EVERETT <br /> a + I I I cs�`oswas A H. KUYPER AS NOTED C�.7 <br /> � POr4 O y`E �y�9 °ES'�"E°�: °"� NORTH MARINA REDEVELOPMENT <br /> = D. YE AUGUST 4, 2006 aP No. <br /> 728134th Street SW�Saite 200 INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> �p � � � � DRAWN BY: CHECKED BY: � � . � � <br /> � e.o. eox sas Everett.Washington 98204 03/16/Q7 CONFORMED SET ADDENDA 1-4 �,�89j sT`t+���` W. CIRIDON WATER AND GAS PLAN PROJECT <br /> � EVEREff.WA 98206 0� 8/4/Ofi PERMIT APPROVAL/CONSTRUCTION �� � � PRoveo er: <br /> Na PD-NM-2005-06 <br /> „ Ph: 425 741-3800 � 1 <br /> . p . �425�25J-$164 � NO. DATE BY REVISION NO. DATE BY REVISION � � IXPIRES Q3��3�09 � � i �•TH ST'REET n1 . .QF //! <br /> d08 No. 21-04-015 � � � SHEEf N0. � ��,ro <br />