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CB #98A CB #98 CB�#99 ca #ssA LEGEND:
<br /> i
<br /> j -$p- STORM DRAIN
<br /> 12 LF 8"in I i 12 LF 8"0 ..F-$p- FLOW DIRECTION
<br /> � 2.0% � 2.0%
<br /> �i � CATCH BASIN, TYPE A
<br /> STORM DRAIN STRUCTURE TABLE � QQ CATCH BASIN, -rYPE 2
<br /> INVERT GRATE � � � � STORM MANHOLE
<br /> CB N0. STATION OFFSEI' RIM ELEVATION ttPE TYPE ; � � TRENCH DRAw, SEE �
<br /> • r - � CUT-OFF DIKE C7.15
<br /> C8 #58 STA 30+42.00 10.16' LT SEE PROFILE SEE PROFILE A 406A :a
<br /> CB #59 STA 30+42.00 10.16' RT 22.10 19.00 A 406A � � i � � _
<br /> -G PROPOSED GAS
<br /> CB #95 STA 31+94.00 9.29' LT SEE PROFlLE SEE PROFILE A 406A o � -w PROPOSED WATER
<br /> . CB #95A STA 31+94.00 10.58' RT 30.00 26.50 A 406A � � � -SS- PROPOSED SANITARY SEWER
<br /> � ;!i;�, . . .
<br /> P � PROPOSED POWER
<br /> CB #96 STA 138+97.00 7.14' RT 29.98 26.98 A 406A e V -T PROPOSED TELEPHONE
<br /> N I_ BACK OF WALK
<br /> CB #97 STA 138+25.00 22.16' RT 30.89 25.94 A 406A �'" F- -C-- PROPOSED COMMUNICATION
<br /> CB #98 STA 136+75.00 29.16' RT 29.99 27.49 A 406A � � ! _ �--� PROPOSED LIGHT POLE
<br /> � = N � TREE WELL
<br /> CB #98A STA 136+75.00 41.84' RT 30.49 27.89 A 406A � CB #100 �,,�
<br /> CB #99 STA 136+75.00 29.16' LT 29.99 27.49 A 406A �m � �w wM WATER MEfER VAULT
<br /> m SD-----._._'Sp Sp
<br /> CB #99A STA 136+75.00 41.84' �T 30.49 27.89 A 406A � � � �B #�p� � ���� � NOTES:
<br /> CB #100 STA 137+71.70 29.16' LT SEE PROFILE SEE PROFILE A 406A ' 34+00 3RD AVENUE 35+00 0
<br /> �, �. _ _ i _ - - - -,_ _ _ ,_ � 1. SEE SHEET C7.1 FOR CIIY STANpARD DETAIL
<br /> REFERENCE.
<br /> CB #101 STA 34+64.50 10.16' LT SEE PROFILE SEE PROFILE A Up��� I W �'W W W W W_ W W W W W +
<br /> �� � 2. FOR CATCH BASIN, STORM MANHOLE. AND WATER
<br /> ' � M QUAUTY TREATMENT SYSTEM, LOCATIONS REFER
<br /> � � TO THE CENTER OF THE STRUCTURE.
<br /> 2 �� N 3. WHERE WATER, GAS, POWER, TEI.EPHONE, AND
<br /> ~ BACK OF WALK � ! - - Z COMMUNICATION CABLE INTERSECT STORM UNES,
<br /> V � DEFLECT WATER, GAS, POWER, TELEPHONE, AND
<br /> � �B # � BACK OF WALK � COMMUNICATION CABLE UNDER STORM LINES.
<br /> ~ � ~ 4. PROVIDE 12-INCH MINIMUM CLEARANCE BEtWEEN
<br /> NyyM I � � UTILITIES AT CROSSINGS.
<br /> w � � � � � j � ;e� �`�i+ � �.I
<br /> � �r�-1-__�o �
<br /> � CB #58 SD SD SD � � � CB #95 � 30 �F 12"� � � ; f � �-. �,{ �,f
<br /> i 3RD AVENUE � t.o� i �I `�- �j��r �I
<br /> s,+oo z+oo �, �� � ( --
<br /> O 20 LF 12"� � 2.0� 20 LF � 1.0% ~ �.
<br /> ,r !� �
<br /> ao CB 59 c� W CBW 95A l �' �� - - -
<br /> M ' 'I ,
<br /> ,
<br /> OR� �� . .� �,..... t� ,. I
<br /> M � ��` ;v� � � �g ` n. �� �
<br /> � 1�g8� i> ��' i� ..�. ...... .._ • !
<br /> � G G G G G � � � � �`�'� � �� �
<br /> �
<br /> N
<br /> cn --�y
<br /> �,i �., cB ss `�' Z KEY MAP ��II�IIii�
<br /> Z BACK OF WALK � /�
<br /> U o SC,n�E IN �r «r NOT TO SCALE �� I
<br /> � � . . I i� 20 0 20 40 'I � �
<br /> 32 . 32 32..... cM�ioo _ _... __ 32 :
<br /> _ .
<br /> r
<br /> CB 95 _ E IE 53 �...
<br /> _
<br /> RIM= 30.00 : � - • �
<br /> �.
<br /> , ; v RI '30J6
<br /> 26
<br /> IE=: 25.65 NW: � '`?
<br /> 28 IE= 26.30 E 28 ' 28 � '. I��Z �� 28 :
<br /> ..............._�...i.._......._.....;..._:....__......i..................;:_................;...................i............_.....::..... ... ............. ....... ..._......._ . .. .......... ..........._. .............. ........_.. ....._...... .._.......... _.......... _._. .............. .............. ....__...... ._..__..... .._.......... .._....._ .__.... ....._..
<br /> i CB �58 i i I ... z.w...
<br /> _.. ;..
<br /> ;..
<br /> ; ; RIM=;22.10 ; ; ; _�
<br /> ;...
<br /> _ : !
<br /> ...;.. ..._.. 01 M
<br /> N�
<br /> � IE- 1.9.42 N ' F �z� Dl',_ �W.W.._ �w
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<br /> ,..
<br /> :
<br /> :..
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<br /> 3 ; IE= 1!8.90 E i ; - � w
<br /> r2s C
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<br /> � U
<br /> � 24 iE= �:�.2o s [ '. ' 24 : ; 24 �'� _a.sq _._ �N 24
<br /> � _.... _..... _... _ _.....
<br /> � i p, � 4.1%
<br /> i � 152 LF'12'�
<br /> �,
<br /> _ ,.. _. _
<br /> I..
<br /> � I
<br /> i 20 20 : `: 20
<br /> .. ;..........._.....<..............._...>.._........ <:......._..._.....;_................;... _....... _. _.
<br /> � ;.... ..... .....:................;.....__....:..;....
<br /> (n 6 Z GEOFOAM BLOCK GEOFOAM: BLOCK E �
<br /> v io � APPROkIMATE LOCATION SEE C3.6: SEE C3.6 '
<br /> E OF UNbERGROUND: - 98 �� 72� � 1•569,
<br /> I o 16 GARAGE:STRUCTURE '` �- �s : 1B � --- ----- ------- --- ------'IG l
<br /> � ' __
<br /> o � : _......;..._. .........
<br /> __:...................: _._.._._..;.._._.._......;..................:..................:........... ____ _.... _. _......... __.......... ___... _............ _......_. _.
<br /> � _-.�------- . ..._._._.._._._._ ----- =--- �� �.\ �
<br /> . �i i = f � : : : -- . ��� - _ _��/ F .
<br /> '- i i i E . . � . ' -- '
<br /> i i-'
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<br /> ...:.. ...;.. _.:.. ._; :.. ...:..
<br /> � i i � : � i i � i � - _ , ...NOTE: F� „�-i'
<br /> PR�FILE PROFILE
<br /> '
<br /> HORIZt 1" - 20' : ` ' HORIZ: 1": 20�
<br /> � +�00 30+50 : 31+00 31+50 : 32+00 VERT:: 1" = a' �2 ': ; �2 33+00 33+50 - 34+00 ': 34+50 ; vERr: i°:= 4' 35+00 35+50 �F "�" DOES:NOT MEASURE 1"
<br /> i
<br /> I i _ _..... _. _ __...RDJUST SCALES-ACEORDINGLY.
<br /> , ,..
<br /> � : � : : � : : : : : : : : : : : � : . . ' OJE T ENGMEER: CALE: : . : � . : .: . DWG. N . �
<br /> � PR C S � pORT� OF EVERETT � °
<br /> E � • . �N•Kv H. KUYPER AS NOTED
<br /> Q I I FWAS
<br /> 1 0
<br /> N �O�O � y1P,� � r2F9 oesicr,eo D. YE AUGUST 4 2 NORTH MARINA� REDEVELOPMENT . ��P No. C7.10
<br /> � �ZS �J4lll SI�CEt JO�SUILC ZOO DRAWN BY: CHECKED gy; � oos INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> �
<br /> p A 3/16/07 CONFORMED SEf ADDENDA 1-4 0 9t'�/STpaEo
<br /> � Everett. Washin ton 98204 � gs o� W. CIRIDON PROJECT
<br /> �. P.O. BOX 538 9 . B,oN��� . STORM DRAINAGE PLAN AND No. PD-NM-2005-06
<br /> � EVEREfT, WA 98206 ph:425 741-3800 � $�4/06 PERMiT APPROVAI_/CONSTRUCTION i /s-� PeovEo er:
<br /> � �4ZS� YSJ-S7 B4 . IXPIRES 03/03/09 P R 0 F I LE - 3 R D AV E N U E �
<br /> JOB NO. 21-04-01rJ N0. DATE BY REVISION NO. DAiE B7 REVISION SHEET N0. 7O OF /�p
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