|
SHEET_LAYOUT A PORTI0�1 QF THE I� E 1 /�- SECTI�N 15, T. 28 N . , R. 4 E. x _y:J4.L J . CONSTRUCTION NOTES
<br /> 1
<br /> c32�3orros� 5LF 36" SD '
<br /> rneu� 5LF 36" SD �� •�. ���; ��� iE-��i.0��'' ,��
<br /> 0130T_PLAT_N 5=0.50% ,.,, 1 Q 1� CONNECT TO EXISTING STRUCTURE.
<br /> si3on2zo S=0.50% � - - r�"��. 1'�i N i�=557.13 0
<br /> ,;
<br /> s32�3ora�so �'�# Q n INSTALL 3" CONDUIT FOR FUTURE
<br /> 532130U8190 CB685, TYPE 2-54" CB683, IYPE 2-54" � =� �` '' � Q �+ COMMUNICATION CONNECTION. TERMINATE CONQUIT
<br /> C321301Y220 SOUD L4CKING COVER TEMPORARY C4NSTRUCTION CB679� TYPE 1 � � AT EMPTY TYPE 1 UTILITY JUNCTION BOX
<br /> S32130UY220 SOUD LOCKING COVER t
<br /> � STA i 0+68.55, 11.94'R 5 �'�� �--�" � �11� �
<br /> ADJACENT TO PLATFORM. SEE SHEEi' C6.04 FOR
<br /> WASSEAL STA 11+16.79, 11.96 R EASEMENT SOUD LOCKING COVER
<br /> C32130TU601 RIM=565.04 � � � : � UTILIlY TRENCH DETAILS.
<br /> C32130TN034 RIM=565.63 STA 9+91.21 10.74 R , �
<br /> C32130UX-UTIL IE=559.68 (12° SD E OUT) -- IE=559.45 (12� SD E {N) RIM=563.79 � > �
<br /> WCLSEAL IE=559.68 (36" SD N OUT) IE=559.45 (36" SD S iN) IE=559.01 (�2" EXIST. CMP W OUT) " � 3 ADJUST EXISTING UTILITY TO FINISH GRADE. Z
<br /> c32i3oux-srR� INTERCONNECT 8 » �
<br /> � IE=559:(�1 (12 SD E IN) �� °�� �� 4 CQNNECT STORM DRAINAGE TO STUB AT STATION �
<br /> try 4 , �, 2 � �� {2" CONDUIT) . �_ COLUMN. SEE SHEET C6.04 FOR DETAILS. w �,
<br /> 8LF 12" SD . �
<br /> , r z
<br /> S=0.00� ,. � " '3 V 5� iNSTALL TYPE 1 UTILITY JUNCTION BOX PER ~ �
<br /> C6687� TYPE 2-48" ��^ - � �`"'"} '� (f� WSDOT STD PLAN J-40.10-04. � �
<br /> SOUD LOCKING COVER 8LF 12" SD -t:�:-`
<br /> Q � �
<br /> 22 W/OIL POLLUTION CONTROL RISER » S=0.00% , ����;� ; f � � 6 EXISTiNG UTILITY TO BE RELOCATED BY OTHERS. Q ��o
<br /> STA 11+26.75, 5.50 R 39LF 48 SRSSP �7 - _ , � „, °
<br /> �- 7 REMOVE EXISTING GRATE AND INSTAIL SOLID LID � t a
<br /> _ __ _- �� � � _ _ _ .
<br /> RIM=565.87 S=0.50� . . _ ___ ___ _ _ _ �_ �'r _ PER WSDOT STD PLAN B-30.20-02 " ¢
<br /> __ _
<br /> IE=561.7$ (12" SD N OUT) `- - . : - -, _ � „�_ , _. -- _ = r
<br /> IE=561.78 (12" SD E IN) / 13LF 12" SD � ;' ~`�., j;' � RELOCA7E EXISTING UTILITY. � °'
<br /> ___ _ _ _ _ _ __ R w _ . _ ;�� _ , s-o.5a� _ ,r, , ��
<br /> _ __T_-_�_.----__ ____ _ l � �;` 3" THROUGH CURB �
<br /> _ _ . _ __ ,
<br /> - � ------ - ------ --------- - ---- ____.-____--- --- ------- -- - - --- -- _ -----------------
<br /> - -.. �-.� .=_ _ ..,-t� , �- __ _ R�W 9� OUTLET STORM DRAIN PIPE � w
<br /> -.. P P P P , _ . . . , _ _ _ _ _ PER DETAIL ON SHEET C6.04. � �
<br /> _ _ - �___ _ __ __ __ \ . .. _ ,- � __ t ... � o
<br /> -- _ __ _
<br /> ; , _ � � ` ; J3 _ , , -- --- . _ _ , ^ -. /� 1, 5 .J�.?--'� �� 10 INSTALL CONDUIT TO WITHIN 2� OF EXISTING PUD °'
<br /> � , � ,. � ; ; 0 ;; � 0 c�i ` ELECTRIC JUNCTION BOX WITH 5' OF CABLE � o
<br /> _ ' ; , ; ;
<br /> � `'' COILED. PUD TO COMPLEfE CONDUIT INTO
<br /> _ z
<br /> ��; =��.' f' `� , � . ,� ' --- ---- ' �- ' �2 �3 �� JUNCTION BOX, COMPLETE THE CONNECTION AND
<br /> _ _ _.__ �__. ________-- `-_ __._� _.__ _. __ � � �0_ T T __ � T _- --_ T. _ _ ' ENERGIZE THE CIRCUIT. A . s
<br /> 6LF 12" SD __ ____. _ __ -
<br /> _ _
<br /> S=0.93� � � �� _� � _ � P P P P P P P p 11 lNSTALL lNSTALL 3" CONDUIT WITH 3#6 ,p� og w r 9
<br /> _ .- _... . �___ _ 11+00 '-- 10 06 9+30 '� �,4' , 'y ,r
<br /> _ �--- � __. rt�-= _ : _.. -_:_ . .��.«��_.�._����_�. _ _ _ -..._ _ � _ CONDUCTORS STATION SERVICE), AND 4-2/Q � ,� , �
<br /> - T- -- -- --- �'- �- � CONDUCTORS �RESTROOM SERVICE). SEE SHEET � � �
<br /> E - - - - � '' C6.04 FOR UTILITY TRENCH DETAILS.
<br /> ' fi" PVC ELBOW r`~ °�. gs 9
<br /> 17 39LF 48" SRSSP V 12 INSTALL 3" CONDUIT WITH 3#6 CONDUCTORS. iafa:���' ti�
<br /> CB688, TYPE 1 S=0.50� i 6�F 6" SD 68LF 12" SD ' � SEE SHEET C6.04 FOR UTILITY TRENCH DETAII.S. ��, F�
<br /> STA 11+26.75, 0.88'L S=9.76� S=0.50� ' '
<br /> RIM=565.29 ' 13 CONDUIT SHALL BE INSTALLED BY DIRECTIONAL 9/D7/l
<br /> IE=561.84 (12" SD W QUT) ' ~ DRILLING ACROSS ROADWAY.
<br /> IE=561.84 12" SD N IN 36LF 12" SD : _. _ _ _ _ _- -- ,3:,� ___. _ . ___ _ _ _ �-co�--- „
<br /> � � l� * 14 INSTALL 8 DIP, PER AWWD STDS. CONNECT TO
<br /> S=0.99� ; ;_Ks��-��4., EXISTING WATERMAIN WITH APPURTENANCE
<br /> „ „ ; 12" CONC. � �-�-�:,. �� CB681. TYPE 2-48" b � ��
<br /> SHOWN.
<br /> 10LF 12 SD 5LF 36 SD '�" '���,��'. �� �� -��'� � � 8LF 12" SD STA 10+63.66, 1.89'L �
<br /> S=0.50� ' � ` 15 REPLACE TYPE 3 DETECTION LOOPS PER WSDOT
<br /> S � ��% S=0.50� RIM=564.59 �� STD PLAN J-50.12-04.
<br /> IE=559.41 (12 SD N OUT) 10
<br /> CB684. D(IST. TYPE 1 5LF 36" SD IE=562.39 (6" SD NW IN) 16 INSTALL WETLAND TREATMENT CATCH BASIN, SEE
<br /> � STA i0+90.46, 0.80'L S=0.50� IE=559.41 (12" SD SW IN) EXISTING UTILITY POLE 1-10 ETAILS ON SHEET C4.36.
<br /> RIM=565.03 1 17 INSTALL 48" STEEL REINFORCED POLYETHYLENE �
<br /> C8688. TYPE 2-54" iE=562.20 (12" SD S OUT) . � O r-�-�
<br /> K� CB682 TYPE 2-60 STORM SEWER PlPE (SRSSP) DEfENTION TANK
<br /> STA 11+16.79, 4.42'R �E=562.20 (12" EXIST. CONC. E IN) SOUD �LOCKING C4VER AIRP�RT ROAD STATION #3037 PER 2017 CITY OF EVERETf STANDARD DRAWING � ��
<br /> RIM=565.74 WfTH OVERFLOW RlSER JUNCTION BOX TO BE gg�p AIRPORT ROAD, EVERETT 98204 �$• � �`�
<br /> IE=559.68 (36" SD N OUT} STA 10+68.55, 4.40'R INSTALLED BY PUD / 1 O�
<br /> fE=559.68 12" SD W IN . RiM=565.15 C6680, TYPE 1 18 RELOCATE EXISTING MECHANICAL GATE AND `�J
<br /> INSTALL 6' X 12' DEi'ECTION LOOPS PER WSDOT
<br /> IE=559.45 (12" SD NE OUT) STA 9+95.59, 1.26'L � STD PLAN J-50.11-00 AND J-50.15-Op AND �
<br /> IE=561.68 (12" SD S IN} IE=559.45 12" SD W OUT RIM=563.93
<br /> ( } fE=559.07 (12" SD W OUT) SPECIFICATIONS. LOCATION TO BE STAKED BY
<br /> IE=559.45 (36" SD S IN) ENGINEER. z O
<br /> IE=559.07 (12" SD S IN) � �
<br /> 19 REMOVE AND RELOCATE EXISTING LUMINAIRE PER
<br /> SPECIFICATIONS. CONSTRUCT TYPE A FOUNDATION Z Q Q
<br /> ����� ���������� FOR STEEL LIGHT STANDARD WITH SLIP BASE PER
<br /> WSDOT STD PLAN J-28.30-03, � ��
<br /> 20 REMOVE AND RELOCATE EXISTING PEDESTRIAN �-��-'�
<br /> ` j�::-: �f/l T ��"� � SCALE OR PRIVATE PARKING LOT LIGHT. SEE �
<br /> v� ��� � �z��
<br /> � � � ��-r� �° SPECIFICATIONS. � Q��
<br /> �� 21 INSTALL 12" DIP, PER SLSWD STDS. CONNECT TO �
<br /> � ;� ���, - ��zosiorr p�,�,�������� EXISTING WATERMAIN WITH APPURTENANCE SHOWN � O
<br /> n AIRPORT ROAD '���`�j ��`��`�r���'�
<br /> � �;�i;;vi,. vi�; t lE=5�u.�� ��
<br /> ; _> CONC. 9N S IE=5�0 48"- 1 3 CB690, EXIST. TYPE 1 �
<br /> 0.77'L 2 INSTALL FLOW RESTRICTOR/OIL P4LLUTION (FRO �
<br /> ,� TA 10+13.89, ' s�L���R " h'�`�� '��J�� ��a�� 7r CQNTROL RiSER PER 201? CITY 0�' EVERER' � Y�
<br /> �� f,.,�f��r iR; 'LS '^ ^r.(�; ^'`". . : R£�U14i.D PRIOAT TO SF
<br /> �=�r con;s�RU�-,,��, �, STANDARD DRAWIPlG 414. . � �/�
<br /> RTI�tG
<br /> o� • Vii(3iECT. ARp? '� �� L v i" ��
<br /> IE=558.99 (12" EXIST. N d�T> T�t ' ; VR07F�T r4 ce°�� �° �
<br /> s' ��na.N7 �°�a� �=� -�ID L�:. 23 INSTALL INFILTRATI�N CHAMBER GALLERY PER ��
<br /> z =� iE=559.41 (6� PVG SE IN) �� � - ��,� j��..., r�
<br /> t �f � n 6 f„ �" '," = �. DEfAIL ON SHEET 4.37. VJ
<br /> „ ' ,, Fx�IR 5 �f> /�. U,Y _ ...
<br /> o - ( � 12}5 CONC C ':a �a:cchsraur,zoy
<br /> � IE-559.44 12 EXIST. S IN . > , r���"`�='� `.y ;�g�. = 12" COP�.
<br /> -' 7�. �„ �� � -� ' '�' �E; _.� �,� ._ ��� � 4" FVC i��-�5�.��- �� 24 iNSTALL BIOFiLT€�ATION CATCH BASIN, SIZE PER � I ��
<br /> , J�� `�;, . . ; • � • ,� �; ;i, n,, .. PLAN, SEE SHEEC 4.38 FOR DETAILS.
<br /> rn S=25.00%
<br /> 3 °cn W u cli
<br /> 3
<br /> �
<br /> � ' LEGEND
<br /> � ,__ " JUNGTION BOX TO BE � � �Y
<br /> � , - INSTALLED BY PUD � �
<br /> � ��.SG
<br /> ------ EXIS7ING R/W L ��
<br /> i »
<br /> v, ---- � 6 PVC ELBOW ------- R/W EASEMENT 'F'� Z <C Q
<br /> r- '�-�
<br /> � _ ______---_____.,_________ �___�_ _.�
<br /> � . ,, ,-- - - PROPERIY LINE .�,.� W ��
<br /> � s+oo � ,o 00 _ _ � __a} o� (jJ {n��
<br /> 3 ------__. + -- __ ___ ______ _._- __ :- ,; -_ :;._,�...._ .�a_ _::_ : __. __ _ __ - ---.� . _- _._ _ _ +40--___._ ___ __ _ - 11+50
<br /> o -- --- _ _�_ - ------- _----- _ _ _ _ _ - ----._ --- PERMANENT EASEMENT
<br /> ;- - - - �__._� --- - -- - - - _ _ - --
<br /> � _
<br /> _�
<br /> . _ _ __ __------------- -_______ __ _ _-- -,---- - - - � - -- �--- - -
<br /> _ __ _ _
<br /> ,---
<br /> , _ -___________. - - ��"_'�'� ___ _ ____ _�����:�� - __��._ _ ___ _ - __ - _.____ _ . _ -
<br /> _ � `, �
<br /> , i v_ ...
<br /> __.
<br /> _ _�____.
<br /> _ " �_ -_ - - --�
<br /> � �______ , ___ __ _�.�,' � _ ____ __ _ _ _ _ - - �F-
<br /> �
<br /> � -
<br /> o �� =-; , ,'•1,'�P, � _ . __ . __ _ _ ; _ ' _____ . .�_... . _ _ --. , . - _ ._. __ ____ _ UTILITY EASEMENT
<br /> �, , , �__� � _ __ __ , _ _ - __ _
<br /> . , �,� � �, �x �e.� �_.__ ___ - � ��
<br /> �. ___ �
<br /> . . �
<br /> N . '" �� � � � YV__�_T_.. � • . :
<br /> � _
<br /> % - _ . _ W ' 1_1-� �,-'� . . __ . _ _ _ - �
<br /> --- ---- - ` ONS�RUCTION EASEMENT � ���.
<br /> o w i �- , - - - _ -- --_ _ _
<br /> _` � i `- , � i
<br /> _ � ._ °�
<br /> o / � _--- . ; . _ ; _
<br /> -a,
<br /> � � �, � .. � . �_ , �(��
<br /> -__ ,
<br /> cv � - 4 _7- � �,i�-�"�.;w -,� �_--___ � � � � ' ; ❑ i i i _ p ��� p p � g p p _ p P POWER �
<br /> � _ � � �' � ! # `, , 3 WATER VALVE � I I ; _ __ _ �. Q
<br /> v OH L '� 3 (7H�. 1 I H L P P�--- ..� �, -- - . � ,.� , ,_ t.__;_ ; � ----- . _ '
<br /> T COMMUNICATION Q -J�
<br /> a� , , ,,,m� � . �� , ,�` .- -
<br /> , � . , , � ; . t � �,
<br /> .� „� . :, ,
<br /> o ,- , ; ,h __. .; � - -_ !^
<br /> � \ � �V !
<br /> a �� � �-- - � 1.�_
<br /> . ._.,,_ d� "
<br /> } _
<br /> ��. .�..��������...������...����� .�..�.�����.'������"�.� '.-._ � '.�. �
<br /> �.. ........ .... � � ���
<br /> / - - , ��'S __ C£�t�4 N��S:
<br /> ..
<br /> � R�W � _ ' �
<br /> - -��-____-
<br /> - . _ss _
<br /> _ �. , -
<br /> � � __ _ T
<br /> � __ _ _ ____ ___ _ _�
<br /> _ __ ; _
<br /> ; ��
<br /> � _=�v_��_ .;..
<br /> _ , _
<br /> , - , . _ __._ _____ , ,-
<br /> ___ -- �__ y�__ �.
<br /> ,�,�-�----- � �a=�,- r ; � _______��_:,__ y _
<br /> 1 PIPE LENGTHS SHOWN IN PLAN & PROFILE ARE � ,
<br /> ' ' �'` _--_-_--- t- �� MEASURED CENTER OF STRUCTURE TO CENTER OF
<br /> o � , � � �----- _ �> _
<br /> ,= Q i ,' r;� _ _ _ r� j STRUCTURE. �
<br /> � �,' �___ WATER VALVE 3 , . � ` � 2. MAX. 2-Ff PIPE LENGTH BEfWEEN OUTSIDE OF �;
<br /> Q ,' --- " � � EXISTING UTILiTY POLE 1-7
<br /> 0 � � -- --- '
<br /> � � ------------------ ---- -------�_r....__� � _ 'T �
<br /> � � , _
<br /> • � SRSSP AND OUTSIDE OF TYPE 2 CATCH BASIN �
<br /> � � - _ -- -------------
<br /> � . __ -----
<br /> � � ; � � R�W � ��� ;' -��� � RJW HanmiGiobal Partner
<br /> v , _ �.. _ �
<br /> 0
<br /> 00 � �' � 4 ." 11241 Willows Road NE
<br /> � Suite 200
<br /> � Q Kedmond, lfashington 9$052
<br /> � �, � Phone: 425 822-4446
<br /> 4 i 5 �`�' ��� FAX: (425))827-9577
<br /> o = 1
<br /> `" r \ ; VAUL.T 3 www.otak.com
<br /> o � 32130T
<br /> � Q ' Pro ject No.
<br /> � �
<br /> STATION #3018
<br /> � . _ i 8731 AIRPORT ROAD, EVEREIT 98204 10' 0' 10' 20' C�.. 3 3
<br /> a ' � CALL BEFORE YOU DIG 1-800-424-5555 Drawing ►vo.
<br /> � SCALE IN FEET
<br />
|