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<br /> STORMWATER STRUCTURES TABLE PAKING LOT STORM DRAINAGE PLAN SCALE IN FEE'f
<br /> CATCH BASIN CB TYPE RIM ELEV. INVERT ELEV. GR4TE TYPE/MANHOLE LID NOTES N SCALE: 1"=20' zo o zo ao
<br /> CB #40 TYPE 2-60"6 16.8 7.43 NE 406 A
<br /> �0�2 W NOTES:
<br /> 10.19 S LEGEND 1. SEE LANDSCAPING PLAN L1.8 TO L1.12 FOR
<br /> 10.96 SE
<br /> TRENCH DRAIN LAYOUT.
<br /> CB #43 SEE C7.6 SYMBOL DESCRIPTION (ABBR) SYMBOL DESCRIPTION (ABBR)
<br /> CB #44 SEE C7.6 EXIST. PROP. EXIST. PROP. 2. CONNECT TRENCH DRAINS AS SHOWN WITH 4"0
<br /> STORM PIPES.
<br /> CB #82 IYPE 2-48"0 19.5 13.70 406 A --- >S---- -SS- SANITARY SEWER LINE >--------< STORM DRAIN CULVERT
<br /> 3. SEE C14.1, C14.2 AND C14.3 FOR PARKING LOT
<br /> CB #83 TYPE A 16.8 14A 406 A FlELD ADJUST LOCAiION TO AVOID EJ(IST.11EBACK - �'�� - -5�- STORM DRAIN LINE ----1^J------ WATER LINE AND CURB LAYOUL
<br /> o TRENCH ORAIN --- , ----- -P- POWER LINE
<br /> 12.94 W ,� „�.�.
<br /> CB #84 lYPE A 17.47 406 A STORM DRAIN MANHOLE -- TELEPHONE LINE `�" i �`"� ' " !
<br /> 12.88 S. E Q . 3 o J i �;
<br /> � � CATCH BASIN. TYPE A jbP� PRIMARY POWER VAULT `' i' 1 {��� '4
<br /> CB #85 TYPE A 16.0 13.2 406 A FlELD ADJUST LOCATION TO AVOID IXIST.TIEBACK g I i� �`_a
<br /> 11.93 W, E ��`�? Q Q CAT CH BASIN, TYPE 2 ���� SECONDARY POWER VAULT �'�-�. ���
<br /> CB #86 IYPE 2-48'0 7 7.47 406 A ' � ' _ '., ' .�'
<br /> 12.87 S i; STORM DRAIN INLET r��J TELEPHONE VAULT 'i y
<br /> CB #87 TYPE A 16.0 13.2 406 A FlELA ADJUST LOCATION TO AVOID IXISi.17EBACK CAP�PLUG � "� PRIMARY TRANSF�RMER � � p �:
<br /> o CB #88 TYPE A 16.2 13.2 406 A FlELD ADJUST LOCATION TO AVOID EXISL TIEBACK (,�� SECONDARY TRANSFORMER � ;- �
<br /> � ^� REDUCER `�,
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<br /> i. :. _.. __._.
<br /> CB #89 NPE A 17.3 12.46 406 B �- THRUST BLOCK �""� '
<br /> � C11.1 C11.2 Ct1.3 k�- r ,
<br /> � 5DMH #e $EE C7S �S FIRE HYDRANT ����
<br /> � '1
<br /> � ���� � SAN SEWER MANHOLE � KEY MAP �°������'�'� `" �i
<br /> 15.20 N �,�>
<br /> " SDMH #15 lYPE 2-48'0 20A �� �Q W E SOLID LID LOCATION REFER TO CENTER OF STRUCTURE F�II� � �i
<br /> �' n • SANITARY SEWER ClEANOUT NOT TO SCALE �' ���
<br /> � AQUA-SWIRL 3 SEE PROFILE ON SHEET C7.12 SOLID LID �-�� � I
<br /> o � REfAINING WALL ��--� f!
<br /> o FLOW SPLf1TER 3 SEE PROFILE ON SHEET C7.12 SOLID LID
<br /> v
<br /> N STORM FILTER 3 SEE PROFILE ON SHEET C7.12 SOLID LID L„
<br /> � NOTE: f�-�l
<br /> o IF "L" DOES NOT MEASURE 1°
<br /> N NOTE: LOCATION REFER TO CENTER OF GRATE UNLESS NOTED OTHERWISE ADJUST SCALES ACCORDINGLY.
<br /> � � - PROJECT ENGINEER: SCALE: DWG. NO.
<br /> E � • � t � � • � 6NKwK YA H. KUYPER AS NOTED PORT OF EVERETT
<br /> � P01� O � y`� P' CtZ� °�'°"E°BY: °"�: NORTH MARINA REDEVELOPMENT C11,3
<br /> D. YE ,SUGUST 4, 2006 CIP N0.
<br /> 0 728 134th Street SW�Suite 200 q OR4WN BY: CHECKED BY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � AQ 3/16/07 CONFORMED SET ADDENDA 1-4 qFcsTeR° � D. OLSEN PROJECT
<br /> `� EVERETTX WA 96206 Everett.Washington 982Q4 Q $���06 PERMIT APPROVAL/CONSTRUCTION �`'�8/ONAL�����.o PPRo�Eo�: PA R K i N G LOT S TO R M
<br /> No. PD-NM-2005-06
<br /> Ph: 425741-3800 � � ' � � DRAINAGE PLAN - EAST SHEEf N0. 1OO OF��pG
<br /> ` �4`LS� ZSJ-3�E�} . � IXPIRES 03 03 09
<br /> g JOB No. 21-04-015 NQ. DATE BY REYISION N0. DAiE BY REVISION �
<br />
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