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STAN DARD DETAIL N OTES: LEGEN D:
<br /> MATCHLINE STA 24+94.60 - SEE SHEET C7.9 M REFER TO THE FOLLOWING CITY OF EVERETT Sp- STORM DRAIN
<br /> ,, � � ,,r� � � U STANDARD DETAILS �_Sp- FLOW DIRECTION
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<br /> i�'� � �j � `�=�;`f "' { BACK OF WALK TITLE
<br /> G CATCH BASIN, TYPE A
<br /> I � �� � LF 24"s� @ 1 .0� �`` � ■
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<br /> � � s y ��,. W 402 CATCH BASIN TYPE A � CATCH BASIN, TYPE 2
<br /> - -L-�,�� , SL -j-IL- - -L�- -L- - -L- -- -L- - - -L- SL - -L- - - -L- - - -L- SL - -L- - - -L- - - =�,L- SL - -L- 2
<br /> � � G , a G `� G G .-- TL G-__.. � ..._ _T� _ ._..__ . _ _ __ T� G � _._� -- ___ \`'G��__ _ __ T� N 404 CATCH BASIN TYPE 2 - OO STORM MANHOLE
<br /> ` -_._ . __ .._ . ----- TL TL
<br /> '� TL �--- ... " � , � % W
<br /> �` I I � � ��,, T _ _ � � W TRENCH DRAIN, SEE A
<br /> � I 405 FRAME FOR GRATE OR SOLID COVER
<br /> ��� � � `� �%1 C7.� �J
<br /> I / I � `` \ ' � � � � � -� E- E� E_ � GRATE FOR CATCH BASIN OR IN � CUT-OFF DIKE
<br /> I � W Q �� \ ''� W 30 �F 8 's� � � .5� W W W#8 0 406A LET
<br /> G PROPOSED GAS
<br /> 12TH S�EET �. 85+Ob_ ,��' / n 86+ 0 CB 87+00 13TH STR���T o 4066 SOLID COVER FOR CATCH BASIN OR INLET
<br /> -�----�-r--�� � �i P �.�� - ,� -.P-T �_ - � � - �----��-3 o W PROPOSED WATER
<br /> � � � � � � �
<br /> � � '`� � 30 LF 8" � 1 .5% � ����� + 407 TYPICAL FRAME AND GRATE INSTALLATION SS PROPOSED SANITARY SEWER
<br /> [ SS SS 1 W � S SS SS� S SS SS S S� SS
<br /> CB #3 � Z SL - -L- - - - - - -L- - -L s 5 LF 24"� � P PROPOSED POWER
<br /> _ _ _ _� CB #4 i j CB #� � ��� � CB �6��, � � CB #7 a T PROPOSED TELEPHONE
<br /> � � Q a � � _ ��_, M � � -L- SL �- �- L- L- SL N C PROPOSED COMMUNICATION
<br /> = L - � - � S - - -T_- L- - s =�'� T _ L-
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<br /> 36LF 12"� � �'� �y CB #6A ��, �, 14 LF 8"� CB #7A , �w'�� , _ �
<br /> � 1 .0� , TREE WELL
<br /> � � V � BACK OF WALK ��,. � 2.0� �..�.� U
<br /> \ �/ �`��: � WM WATER METER VAULT
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<br /> BID � a- N �� `���' SCALE IN FEET
<br /> 20' PACKAGE 13 i �� � ���°�� , �`�, .�; STORM DRAIN STRUCTURE TABLE
<br /> EXTENSION FULL DESIGN 1 20 0 � 20 4o INVERT GRATE
<br /> � ...;..
<br /> FOR UTILIIY LIMIT C8#4 i � ` ,F�'�
<br /> STu60UT �� `� � �;'f CB N0. STATION OFFSET RIM TYPE
<br /> � , ,� ELEVATION TYPE
<br /> � `A����� `' CB #3 STA 84+43.00 18.27' RT SEE PROFILE SEE PROFILE 2 SOLID
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<br /> CB #4 STA 84+87.19 19.50' RT SEE PROFILE SEE PROFILE 2 SOLID
<br /> CB #4A STA 23+97.00 5.00' LT 20.59t 15.49 2 SOLID
<br /> � � � cwn � � : � � � � = : � : CB #5 STA 85+26.44 19.50' RT SEE PROFILE SEE PROFILE 2 406A
<br /> : 3 � � : . .
<br /> : Z . Z . ; Z : � c� � � : : : Z N : : CB #6 STA 85+68.20 18.27' RT SEE PROFILE SEE PROFILE 2 406A
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<br /> � � O) N : : � N P7 : : � N � : � O) Z.�.:.................. ' ................ . ................ ................ . .............. .�.�.�.....---....:....................:...................
<br /> M CB #7 STA 86+76.00 19.16' RT SEE PROFILE SEE PROFILE A 406A
<br /> O (D �fi' ' � d' � �- ' : .- N ' : � � ►.� ►r� ; . . . : , � • : .
<br /> �'`� N � � . : d- N � • : �n N � : �pIN �' r� : : : Nco � : (�
<br /> �� � II II : : �� � : �I � . � � �� � � : . : . � � II: 00 � : � U CB #7A STA 86+81 .10 32.84' RT 21 .54 17.59 A 406A
<br /> m - W W : . .m.. II � m II.... ................ ..v �..II..!I ...... . � � II w ' W
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<br /> ........:... ................:....................�. � :
<br /> .............:....................:........ ..... ..:.. � : : 15' LT
<br /> ..:.. . . ..:.. � ...........�?.....;.�`'.................�....... CB #8 STA 86+76.00 1 1 . 20.76 17.76 A 406A
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<br /> � � � � : : . � � � : - : � N CB #9 STA 85+68.20 11 .15' LT 20.76 17.76 A 406A
<br /> : : � � I � . : � � W NOTE: FOR TYPE 2 CATCH BASINS, SET GRATE AT CURBLINE
<br /> : : : : �
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<br /> ���` ,�, � „ � s o � � �,�} NOTES:
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<br /> .......... ..............:......................... ...............:............... . . ................:....................�.................. ........... ................ .............. ,- _ �� , � > : ,f ;, 1 . FOR CATCH BASIN, STORM MANHOLE AND WATER
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<br /> � � � � � � � � � � � NS REFER
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<br /> �M z � < � �, � { #� � � � �� ��� QUALITY TREATMENT SYSTEM, LOCATIO
<br /> �� {� ' `���' � q��� �° ' �' TO THE CENTER OF THE STRUCTURE.
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<br /> .� 6 � � � ,� � � � : - .� ,� '.� = � ,�� COMMUNICATION CABLE INTERSECT STORM LINES
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<br /> � � � � � � : : : ' � � . � =� � � � �� ��'� °- -�� ? � � � DEFLECT WATER GAS POWER TELEPHONE AND
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<br /> : . : : : - � . : : I : . : � ,,�; . � � �:. � ��� COMMUNICATION CABLE UNDER STORM LINES.
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<br /> U •s � :� ����' 3. PROVIDE 12-INCH MINIMUM CLEARANCE BETWEEN
<br /> : :
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<br /> � �2 : : : : = = � . : . : a ' � � ��''= UTILITIES AT CROSSINGS.
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<br /> � . = . � = � � - : . . . ��4»� � �:oq� KEY MAP ,t �� .;, 3 F ��� ���,
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<br /> 24"� � ..... ��$�
<br /> 41 LF � , ,�__� �_ �
<br /> i � : � � 108 LF 24"� � 1 .0�� : I : ; �
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<br /> . � � 1 .0% . . . . . . : NOT TO SCALE �'� �:�.�_..���_ ���;`
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<br /> � � � � � � � � : � = : � : : � �
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<br /> Z : : � : . . • . � - • ROSION PUBUC W�RKS
<br /> O ........:....................:....................:....................:....................:....................�....................:....................:.......... ' .............. ................ � ................ .... � ' OF2AINAGE -
<br /> ..........:.... ..:.. ..:.. : : .
<br /> DEPARTMEN7
<br /> U .:.. ...........:....................:....................:.................... A PUBLIC WORKS PERMfT IS REQ(HREDPRIOR
<br /> � CITY ENGINEER
<br /> TD STARTING ANY CpNSTRUCTpIV ON 7HIS
<br /> � PROIECT. APpROVAL FOR THI$ ppp��� �g
<br /> � P RO FI LE COND1710NAL PER CURRENT $TANDARDS
<br /> Z � � AND EXPtRfS_`��UNLESS PERMIT
<br /> O HORIZ: � = ZO FOR CONSTR11CTi0N HAS BEEN ISSUED
<br /> � VERT: 1" = 4'
<br /> �
<br /> 0
<br /> 0
<br /> �
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<br /> � NOTE:
<br /> ! IF "L" DOES NOT MEASURE 1 "
<br /> �
<br /> EARLY ROADWAY AND UTILITIES BID PACKAGE 13 ADJUST SCALES ACCORDINGLY.
<br /> � PROJECT ENGINEER: SCALE: DWG. NO.
<br /> � ' • � • $ 29 0$ B�o PACKAGE 13 - BID SET � � N� K � ��� H. KUYPER As NOTED P O R T O F E V E R E T T
<br /> � � � i �
<br /> ,n JC��oF wash 'Ot�
<br /> � O� O 8 y�� � >'o � DESIGNED BY: DATE: �
<br /> $� �08 EARLY ROADWAY & UTILITIES � y NORTH MARINA REDEVELOPMENT '
<br /> � D. YE AUGUST 4, 2006 CIP N0.
<br /> �
<br /> 728 134th Street SW � Suite 200 B�D PACKAGE 13 - REVIEW INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> DRAWN BY: CHECKED BY:
<br /> � Everett. Washington 98204 � 3��6/07 CONFORMED SEf ADDENDA 1-4 A9�.�`�. FC/S7 ER�'���►��Q W. CI RI DON PROJECT
<br /> N P.O. BOX 538 s��ONAI��� STORM DRAINAGE PLAN AND No. PD-NM-2005-06
<br /> � E�/ERETT, WA 98206 Ph: 425 741-3800 � 8�4/06 PERMIT APPROVAL/CONSTRUCTION APPRovE� aY;
<br /> o (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION ��2 �/�� R 0 F I L E 12 T H/ 13 T H S T R E E
<br /> JOB No. 21-07-004 SHEET N0. �}-� OF 83
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