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NOTES: �E�END:
<br /> t. SEE SHEEf C7.1 FOR CIiY STANDARD DETAIL —$p— STORM DRAIN
<br /> REFERENCE, �gp_ FLOW DIRECTION
<br /> G1� 2. FOR CATCH BASIN, STORM MANHOLE, AND WATER
<br /> � ■ CATCH BASIN, 1YPE A
<br /> �� QUALITY TREATMENT SYSTEM, LOCATIONS REFER
<br /> �� � TO THE CENTER OF THE STRUCTURE. Q CATCH BASIN, T(PE 2
<br /> ��� BACK OF WALK U 3. WHERE WATER, GAS, POWER, TELEPHONE, AND O STORM MANHOLE
<br /> COMMUNICATION CABLE INTERSECT STORM LINES, � TRENCH DRAIN, SEE
<br /> � � �- DEFLECT WATER, GAS, POWER, TELEPHONE, AND � A
<br /> O� —G G G G G G G G G w COMMUNICATION CABLE UNDER STORM LINES. CUT-OFF DIKE C7.75
<br /> p�� W
<br /> _ _ �^X �w _ _ v _G PROPOSED GAS
<br /> 4. PROVIDE 12-WCH MINIMUM CLEARANCE BEtWEEN - -----
<br /> W W W W W W W UTILITIES AT CROSSINGS. W PROPOSED WATER
<br /> '�P SS, TRENCHWDRAIN c� W N � --SS— PROPOSED SANITARY SEWER
<br /> � . . i csr _. �s�c�
<br /> `'�v--- �ti�---_. __.. . __._ . .� __��-- � 5.�. -�.� �r ., I
<br /> �� \\ ,._...._. , _ _ ____ _._. _i�_ �_ 5 _.._ __.. . __ , _. _ . . O P— PROPOSED POWER
<br /> G.�. � �p i �.—�..��_3.._3.. _y,.�„ �g Jt27 � --T— PROPOSED TELEPHONE
<br /> '` C� 8 rr P____p___._p__ ' . .
<br /> ¢ � __._p____p__—_ O
<br /> !�P �� ��� � �_ 13Tt{p�TBEE�P _$g.*pp-- a----P----P— co. C--- PROPOSED COMMUNICATION
<br /> ` �\ SS '�---Tp___.—p__ .,P--- �— — *-- — — � ' — — — t � .
<br /> ��` � � 40 LF 12"0 � Lpry � � PROPOSED LIGHT POLE
<br /> � —SS 55 55 SS SS SS 55 55 55
<br /> � � TREE WELL
<br /> \�� CB # 4 a
<br /> ���Z � N WM WATER MEfER VAULT
<br /> � � 16 LF 8"0 � 1.0%
<br /> Jd 1�Q/ i ��T ——�'-- T___�T'__�T ___ T_'—�� T— '^� Z .
<br /> �--\_-� � �B �2�J /� � J
<br /> � \
<br /> T� � '—��\--J==� —' �----�--�8#26---�— �----�---- �B— �----�---SD-- F STORM DRAIN STRUCTURE TABLE
<br /> � ,c 14 LF 8"0 � 2.0% a
<br /> � CB N0. STATION OFFSEI' RIM INVERT �,PE GRATE
<br /> CB /{25A �, CB # A ELEVATION TYPE
<br /> BACK OF WALK CB #25 STA 88+43J5 28.66' RT SEE PROFILE SEE PROFILE A 406A
<br /> CB #25A STA 88+11.22 43.04' RT SEE PROFILE SEE PROFILE A 406A
<br /> CB #26 STA 89+15.0 28,66' RT SEE PROFILE SEE PROFIIE A 406A
<br /> CB �27 STA 89+15.0 11.05' lT 20.76 17.50 A 406A
<br /> CB #93 STA 89+90.40 28.27' RT SEE PROFILE SEE PROFILE 2 SOLID
<br /> CB #93A STA 89+90.40 42.36' RT 22.34 18.00 A 406A
<br /> CB #94 STA 89+90.40 13.23' RT 21.04 18.04 A 406A
<br /> NOTE: FOR TYPE 2 CATCH BASINS, SET GRATE AT CURBLINE
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<br /> � � ..........<....??..........<.........:........<.................. ...................................._>._............. _ _..... : ...�.,!._.... _.__..... _......... _. a KEY MAP S,�';''Im�ti `���
<br /> � ; � .� � �,y� ,
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<br /> a„ �� I = NOT TO SCALE ����=-'�I!I
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<br /> � ;...
<br /> o PROFILE No1E: ��i-- �—a
<br /> � HORIZ: 1" = 20' IF "L" DOES NOT MEASURE 1"
<br /> VERT: 1" = 4�
<br /> ApJUST SCALES ACCORDINGLY.
<br /> N � PROJECT QJGINEER: SCALE: DWG. NO.
<br /> � • . . N K� PORT OF EVERETT
<br /> � POl� O , , ' ��OF�SN A�. H. KUYPER AS NOTED C7.•3
<br /> �' 09 °ES'�"E°�: °"�: NORTH MARINA REDEVELOPMENT
<br /> D. YE AUGUST 4, 2006 CIP N0.
<br /> 0 128 134th Street SW-Suite 200 q�'I o�„,N�: �„E�KEo�: INFRASTRUCTURE PHASE 1 3-0—oo3—os
<br /> " Everett,Washington 98204 03/�s�o� CONfORMED SET ADDENDA 1-4 9o,�,9Fc��`�0� w. c�R��oN STORM DRAINAGE PLAN Q�I� nPio�Ecr pD—NM-2005-06
<br /> y�. P.O. BOX 538 � B8/ �
<br /> � EYEREff, WA 98206 Ph:425 741-3600 � $�4'�06 PERMIT APPROVAL/CONSTRUCTION T /s a APPROVED BY:
<br /> o c425, 259-3164 JOB No. 21-04-015 N0. DATE B7 REVISION NO. DATE BY REVISION aP�� o3io3io9 • P R O F I L E — 13 T H S T R E E T SHE� No. s3 oF i�6
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