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SE 1 /4, NE 1 /4 SEC 1 1 , T. 28 N . , R . 4 E. , W. M .
<br /> MATCHLINE SEE SHEET DR1
<br /> � � � � 1 �n ' 1 'i \\�, '� � \ ` \ `� ` CB�fiB T'PE 1 i[(sE)=5s2�9 .
<br /> '� i i I � I �, I P�t� � � '� ; 5 \ �� �` \ �� n �\ W�BEEHNE GRATE
<br /> �i i �� I' � 1 UPTURNED 90 DEGREE i Z9�F 4' PVC Pipe 00.699.�, -' \ \ , �� � ` \ "' � ,p SEE DETAIL DWG DDi
<br /> 'i i I �i � � BEND � ; � � `. A V`A� � �A � N .342532.30. E:1290896.09\ :
<br /> � � IE=573.18 MODULAR `;�� � m Z 3 � E=569.10
<br /> , i � ' m 4' PL4STIC ATRIUM DRAIN � � CB �5 TYPE 1 ���� � WETLAND �` �\ \ �'` p` 7 " IE=565.10 (SW) ., \
<br /> '� i � '� I GRATE I i vSEE DWG DP2 ` SEE DWG DDS � � � ` �� � CB {�17 x,p�
<br /> � RIM 573.93 ', � � � � o \ �
<br /> '� i �i ' � i � �� � � � � OLF 6' PVC �1.OX MIN �. � � �c SEE DWG. 1-FP2 �f- 506 �
<br /> � I � � . 10 -i 1 F69" \
<br /> I I
<br /> ` CB2J64
<br /> 'ii 'i � � P2.5 DEGREE BEND ' � �G LF 12\ PVC�64.155 ��`�\`� \ � �P �OIL/WA1ER � ' % �m �m�� � SCALE -
<br /> � I I =561.90 J� � �P \ IEMS6o.64e
<br /> n i �• \� s S E P A R A T O R S E E F '
<br /> I �' I 9 I IE=572.98 ) � 5 ` �i �9 . '' Gp \ � � ��`�\ \� �� o�^f DWG DD4 \�P„ � \ �
<br /> � p 27LF 4' PVC �0.67R ka�, . sy ' i ` .
<br /> S �f � 4 c0 . � 33LF 12' PV 01.33R \ 20 0 20 40
<br /> 3 2 1 °� P � x�st���� � �� �no �CENTER OF W\ D� � � ��\ � ��s isssvaa^ FEET
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<br /> 9Lf 12� DIP �0.78% � I I N:3 2494.97, E:7290562.62 � �' .� i 9,� m �.. , soeai;ia X �� � �� � �, l: o+ --__- "-' ` CONSTRUCTION NOTES: �
<br /> I GE=576.56 CB�}25 TYPE 1 - . 9L- eus qEE=562.28 � ��� � �\ � "- O -- \ . �
<br /> ce2me i '� 12' IE=574.22 (S) I W/BEEHIVE GRATE� �CB TYPE 1 SEE DD2 � 1 � � _ ' � O7 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> RIM=5]6.Sfi i . 41 LF 18" �� C ��0�_____ O\ _ �F
<br /> i I 12� IE=574.22 (W) SEE DETAIL DWG DD1 Q�RIM=574.03 AIE=561.05 pyC 60.73R � � �� � "6 � \
<br /> ie-S�a22 � X . 2 REPLACE EXISTING GR4TE WITH SOLID LOCKING COVER .
<br /> - o
<br /> •Z _ IE-564.67 \
<br /> � i N:342494.06, E:7290726J9 ' i ' � SEE DP7 CB 16 O
<br /> - 7 N � �
<br /> IE 5 4.22 i •�'
<br /> i 2
<br /> � )
<br /> i � � ,\ `\ PER C.O.E STD DWG 410.
<br /> i � j � � GE=573.46 � OIrFR� IE=572.80 \ / � ° 1` `� SEE DWG. FRi-fP2 �
<br /> i �� � i ' � I 5 8 I 6' IE=577.00 �4 � I I � � � q 'rypE 2-60" � O3 ADJUST CATCH BASIN TO FINAL GRADE. '
<br /> � i �� ', i 0 'VI 12' IE IS6R_.bv8�(hE) ,t � 3LF 6' PVC 60.08 SEE OWG. DP1 i .
<br /> � �FL W PLII7ER �
<br /> i a ` ; ��NQ� � �\ � SE IL DWG N0. DD5 O PAVEMEM RESTORATION PER C.O.E. S7D. DWG. 316. ,
<br /> � il „ N:342470.00. E:1290585.36 �� r' �- � P IE=560.00 � , � ,��`Bd ' ,� � m� ' �
<br /> � i . I' N GE=577J5 i � � K' � , �_ s IE=558.90 \ §ad�ss ` ` �o
<br /> � �-,' � �\Gw � \ i �„ ' OS 6" CLEANOUT iYPE 1 PER C.O.E STD. DWG. 604.
<br /> o � . . 6" IE=674.18 �SE) , - ea� i� � p � ' �� 60+ A e^ ��
<br /> � � ✓ � � 2�� • � � y �`p OB 8" CLEANOIlr ttPE 2 PER C.O.E. STD. DWG. 604.
<br /> � i I "n� B� E � d �-�'�. VAULT CORNER ' � '� '� `� `\:� \ \ ```�� ' i
<br /> � , CB/�20 TPE 1 II � �� � RAIN GARDEN � N 342465.87, ( � �G . CB �11 TPE y
<br /> � �i . � us-s�nn�-� VAULT CORNER - ____ E 1290858.87 � \ ___- ' � � ` ���`. . SEE DWG DP1 �.(� O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAW �
<br /> � i �, W/CONCAVE GUTTER INLET I � I i i � �� SEE LANDSCAPE __ � �� � � � y � � GARDEN STREAMBED COBBLE SPILLWAY. ,
<br /> i � i N 342441.98. , i � G i\ . \
<br /> � , ' FRAME & GRATE NEENAH R-3 , �� 'PLANS & DWG DD6 E 1290825.55 ' / � I , I �� � "� � �� � � .
<br /> i �� SERIES OR APPROVED E�UAL ;'� ' � � i 5 \`� CENTER OF OIL i� �� "' �� ', O ` �
<br /> ,
<br /> iN:342494.84, E•1290553.83 `�I _- � I DEfENTION VAULT W � �\`� � � O INSTALL 6" PVC S�ORM DRAIN PIPE STUB FROM
<br /> ' , ,= � � �_- E 7290889.39 __W�
<br /> �� I a U ' �� CB �15 CLEANOUT TO SWIFf SHELTER DOWNSPOUT LME PER
<br /> i ', � � � WATER SEPARATOR � i i � �
<br /> � GE 577.03 -' ` � � � : -- � � ' . �O �
<br /> i � � 717LF 6" DIP 61.OX MIN canss � , N 342492.28, ; _ � � � SEE DWG. 1-FP DEfAIL ON SWIFT II DWG. N0. BSP2. �
<br /> I � r ,12' IE=574.29 (E) I �m � I ----- • ; i ' '�., \ .
<br /> I il % 110LF 12' DIPL 0.50% - I CB 10 TYPE 1 �� SEE DWG. DD2-DD3_�_WG'DP2 CB 7 TPE 2-48" ' M ��� � � \�o `�� NN W O CONNECT NEW CATCH BASIN 70 E%ISTING PIPE. ,
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<br /> � � ` ,��' SEE DWG DP1 � CBE 6 TPE 1 m�� yc ,.
<br /> � �� . � � - - , 19LF 6' PVC Ot.OR MIN -- - - -_, .----.s SE D _ , - � � � �,` � CONNECT SHE iE DOWNSPOUT TO CATCH IN OR
<br /> o i v�i �:. I � � i ' _-- - - - - : , 9c,� CLEANOUf NALfi RWC STORM DRAIN PIPE. �
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<br /> � � � � .. :T , nRTBENCHMARK � 1 i � � __ _ _ � � - �CB e TPE 1L _ _ r _ _ - - ' � � � '
<br /> o � 4 /���EM - � i � 0--- '� � ���,���,,,''' theas-bul[ inIDrmationantlt�istlrawingarebasetlon �
<br /> o � L � � 5Er scaiB x' � , � ' � i s� q ` SEE DWG. DP1 -_ _ ' ' _ P � P�\• iz
<br /> ' � 1� I i � W/CONCAVEEGUTTER INLET �E�S��� � , � �µ� � h 37LF 6' PVC 65.OR MI SEE D GPDP1 N oaae� irns ' - SEE DWG. D 1 - - �i' Sss -'�ss " p ` ma`ere aran �pymatlon, nopresumptianshoWa
<br /> m Q � . ' ,�( ` _ _ _ _ i e _ ' � Nebestavailablein(or
<br /> N W / _- -- _ �2 � �f g �+ tlrawingsaccuracy.
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<br /> ' � Q = _ l$- i31
<br /> ,`n I � FRAME & GRATE NEENAH R-3381/�I� '` ; � � � �� DRAINAGE SWALE SEE SECTION Q �RE s �M -sss- � (� SignedBy Date �
<br /> END oF SERIES OR APPROVED EOUAL =��- �p i i � � ss .{�� --}_ �
<br /> li � � i � i � A-A AND DWG GR2 � w 16'PiNE _ \ Permitlns ecmr
<br /> a BRI�GE N:34238527, E:1290562.44 � `�� i i i i' a iz,V� � � 'C P •
<br /> � � GE=576.92 � ' i ' Ce2afl2 0 � yo Q Print Name & itle '� ,
<br /> � p ' � SJ4. �Z� IE=574.77 (N) � BP -� i i i i i � , IEM56z09� '�f Ivr
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<br /> v � v�'im __ ;_ ";o;"� :E�a F-���-- _a P oNc. mNa BP .��'� i i ' i � 'i SEE DWG. DP1 & FPB-�FP2 s6s� .
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<br /> m � ', _, � ; ; i � I ELECTRIC SUBSTATION IE=55665 �C6269���
<br /> - �p :•- - *\ V � i � � i i i � � ry\ 8" MAPL
<br /> � .: ���`='::.. �'�:;;., I � . _�
<br /> �� ��` ,S ;\\ `\ 'Sy�`;.�`;;` ` ;;;\\` I �� 61 ' � UGII ba'P i i JB❑ GOWER PULL BOX SURVET NOTES: 6 L�IAIMLINN�b ^ \ �
<br /> ° � �' 6 �.
<br /> � 6 S I -5� �� I i
<br /> ¢ � ��� ` ` � � / ,Q., \` " MA�p M41�. � � OQ STORM CLFANOUT L HORIZONTA� DATOM: WASHINGTON STATE PIANE COORDINATE SY4EM, NORTH ZONE (4601), NA�83(1991), US W� AR�T�P
<br /> �� SURVET FOOT, PER PROVIDED CONiROL FROM PERlEET. �
<br /> I \ f`Yl rL9 J�`('f`� I 1 I�I � �0.00 GQ� lfDiS�HO '� OP POWER VAULT W00� 0 8" MAPIFi
<br /> S
<br /> ; 6� � C(� fJ � 4 � IfIV � fl�'L � � � y, VERTICAL �ATUM: NAVD08, PER PROVI�ED CONTROL FROM PERiEEf. FENCE AIA. r'l�
<br /> y � � I � _ . . . .
<br /> o LEGEND
<br /> F SD STORM DRAIN
<br /> r 49
<br /> - �� � -T - - - DITCH
<br /> � DRAINAGE SWALE GENERAL NOTES: o CATCH BASM �
<br /> U
<br /> 7. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES � CLEANOUT .
<br /> PER WSDOT STD. PLAN 8-30.30-01 , UNLESS ��
<br /> rySECTION A-A OTHERWISE NOTED.
<br /> b N.T.S.
<br /> 2. THE OFFSEfS AND COORDINATES OF ALL CATCH
<br /> 'g' BASINS ARE MFASURED TO CENTER OF STRUCTURE,
<br /> 3 UNLESS OTHERWISE NOTED. . '
<br /> r 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH
<br /> p BPSINS SHOWN IN THESE PLANS ARE TO BE PROTECTED �
<br /> E UNLESS OTHERWISE NOTED. � � �
<br /> � I.���..! o
<br /> � 4. SEE PLAN SHEET DR7 FOR STORM DRAINAGE NOTES. NAVD88
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<br /> `+
<br /> o Know whafs below.
<br /> d p�BER T y CBII before yau dig. ' -.
<br /> E n ADDENDUM NO. 1 Ms us } :' 9�, COMMUNITY TRANSIT Drowing No.
<br /> e o�awo ey o,i� scue -
<br /> 1E 1 CFiANGE ORDER NO.1-R6PONSE TO CfIY PERMR COMMEN75 MC DS �y � y �j' ' . �" Muc io i4 is
<br /> 4 1i RECORD DRAVANG REVISIONS AY BC � fa ��� � Lf �-�-�'�a o �' .� � _ �� DRZ
<br /> s siza/, noo�noNn� eussr,E�rERs Mc MM CQi'i'IEi't4Jlitl ��rtransit O R54923 ��+M� Y ,o ,. ,s "°°'r-:o• SEAWAY TRANSIT CENTER
<br /> Z707COLBYAVENUE,SUfTE900 �� 'Q'f,fC l�" sneet No. ,
<br /> ¢' f IStEP � CheckeE By Vart
<br /> � EVEREfi,WA98201 sn��ir Y. �� =� /�llA� E��' ec m u s ' 21
<br /> gNo. Dote R,,;,;o� �, ppP,, 425.252.T1001800.615.9900 ;,v/;4 ,a, Approvetl 9y P201��°�;' DRAINAGE PLAN "
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