|
SE 1 /4 , NE 1 /4 SEC 1 1 , T. 28 N . , R . 4 E. , W. M .
<br /> SCALE
<br /> MATCHLII�IE SEE SHEET � P 1 20 0 20 40
<br /> ! FEET
<br /> �
<br /> � 25'� ' i 661 �1~-189 ���\\ ���\ 642 6�5 ` � � O \�
<br /> I '
<br /> 6�6 'I �� � R5.0 62 663 R5.0' 665 �`�\ � �6 \\ � �`' � �\
<br /> ( � 61 �9 �6 � 80 -� 6 ,_
<br /> 2� [8--- - - � -�. 6 � �,� � ,�e� , � �\
<br /> 5 � � ��
<br /> g`L�° `L� I R1 0�' 10' 83 87 6� \`� ���\ 52 � �, �' ���.\\
<br /> � I 2 � 9 6 � � � �
<br /> 617 615 192-�� 95 0 `b � �� � 4� � � \\ ,� o \
<br /> I \ \ c� �
<br /> * � � � o � �
<br /> 5 ' � 6 R2.0' R1.0' $� `��° .0 1.0 , g0 `�\. �\\ �5�`� \\ �� �0�c ��\
<br /> � � 60 R2.Q .
<br /> �2� � ; 97 94 R194.3� 124 ,�2� 11.0�\\\ � \ o, �� a�� � T � � ��
<br /> I i I I \ 164� �� 16 '< `� �
<br /> 5 � � i ` �� �e� � � »
<br /> � ��2 � _ _ ,,--� I � 659 �� � � �s 1565?8?
<br /> -�-� . . 6.0 � � � �:
<br /> S�AMPED �N ��o LEG EN D
<br /> ( i m I � , 119 658 184 \�\ �°� � � /�UNCH, DOWN o.25'
<br /> _ ( i I m 657 g� � � ' RZ.Q, 122 0 �� �\\ 6�� �5 G� � � �� x�C CONTROL POINT SEE PO�NT TABLE DWG CP3.
<br /> � I � , I �,\ 6 , o ,L� � � \ O �
<br /> N ' R6. 655 R6.0 �`�_�� o� � � O
<br /> p � I � � � �6 (TYP) R2.0' 114 , FJ 6� GRA S ��\ oo \ . R15.0 \ \
<br /> 40� i 193 ' � R�.o �o ��� 11 �`� 20.0' � 152 ��, �� GENERAL NOTES:
<br /> ( � I R6.0' 105 R6.0' '� � �16 1�� \�� �� � �� � � �� 1 . SEE SC1 -SC2 FOR ADDITIONAL CONTROL INFORMATION.
<br /> . 1 � p� � �4� '�� 654 9 112 R2.0 , � � �
<br /> �� I I R2 , I��2 1 1 � 92 � 69 � o� � 533�1� rR \ FOR FRONTAGE IMPROVEMENTS & ��
<br /> I I 0 °� � , 11 � � / � g \ CHANNELIZATION INFORMATION ON 75TH
<br /> N � 5�� � 16 i � 6�6 1p1 1pg � R1.0' R6.0� R2651 �0 165 ��\ p� 1648 649 1� �ST SW ��
<br /> Y ( 59 �103 ° �� � � � J � � STA 53+37-62+50 SEE FP1 -FP2 &
<br /> a. � ' o
<br /> °' 0��1 z � I ��� 108 6g^�--� 65� �.3 148_�-�'" GR � PV1-PV3.
<br /> I � � � �
<br /> ,,; z 14 � 2 � �`L � .� � R20.0� I 1 , �� 1� �� R20.0' R2��5' 150 55 � �\ � ��
<br /> , o I 3 673 6� 19 I I 58 57 56 i R6.0' 11 183� 71 R30� ' S4 21.0' ��
<br /> � NLY 74 � 180� -- 181� 182 �� R10.0' )
<br /> 3 � ANSI 3 � I � I �-- ----------__ � �-� S` �
<br /> ------ ------�----------- �_ \
<br /> ; � I ---------------�
<br /> �., �:
<br /> � I � 172 \`�' _,\
<br /> ' v � 155 R12.�' ....... ` � \ o �,
<br /> , .. � �
<br /> � ..... `�� � �Y
<br /> , o � � m � I GRASS �' -�1 �
<br /> �' � � I : I 57' FLOW LINE 15. �
<br /> `� '"j7' � , 1AP�� �P
<br /> � I `
<br /> 0 2 \ I I : I FLOW LINE 21 .0' �s„�� -,� � IV�' �,o tS)
<br /> � . � �- ----� - - - - :-j- - - - - - - - - - - - - - - _.__ � ^ - -.. - ____ -- � 1�� �� X�p.
<br /> . ....... �
<br /> � ..
<br /> @ ����� .. ............ .. �� � �6r� -I �- 16�: �� 6� g - - - - - - - - - - 1�� - �9� c �
<br /> a �-------------- - --- -�-- - - 1 16 0 ^ �- ",
<br /> o ' �i �,-�'-I- - - - �-- ---------_----�--- --�---�--_- _ -_�--_---------- ----------���----------------------- 1'11 _ � � ,�„ti�
<br /> � �-
<br /> \� � __ --'�C- l
<br /> i
<br /> � 35. ��� �. � 1��- - - I g 3 604 16„ 7.5' - _. PINE TR��5\\\ R92.0' �4" 7.5' p9 • '��� 5. C�
<br /> m �'� 6�0 �Z 1ti6 � 61 1 517 3 ��" � 1 s���,,,` 2� �6 2 � „ �A �
<br /> � �RA "t""�' 130 F6 0`L � � � 60 � 1 8,> �
<br /> �� ,��/ ( � ��� ��'� 6 �� �°� �6 E 1�� 64� ��°� �� 1� 6 1`L D�2 6 0� 2-��" M A D R C.,. �,� 6�g ,a \
<br /> � p � ____ 1 1� 1� ��`j� ,.1 A�0 5 5 `� ��,� 1 5 4 � 9 9.5, �1 �` cn
<br /> c
<br /> ? � I 536 537 538 : 610 =� � � - - � � �
<br /> ... . 12"PINE � �\ W�
<br /> .� m � . .�.... 535 ..... . . � : 539 540 1�'
<br /> °' i �( � . ( TEMPO�AKY Ft3ti��-i�hAFKCURB - - - --�- - - -, � � �.
<br /> � .� sEr sc��E�A�'E OF WALL 22 - ; �' - - - �z" �n'S42` ���P�
<br /> �, I a I- -. - - � - -EL-E�F=57-5�3 - _ _ 20 30' -PROPE �2 E
<br /> � 3 � . - - - - - - - - - - � \
<br /> � � � - - - - - - - - - - - - - - - - LINE _ - - - �
<br /> cn �• "P��
<br /> �u, p Q ^_i��^�
<br /> � � -', �. GRAVEL 7 CW LINK TOPPED ITH BARBED IRE �
<br /> � � � :
<br /> � I
<br /> 3 � 534� B R D 0 F � °� B P ---_._-�_-_______� Q � p �s'°PI NE t .
<br /> � W� I : 0 � 00
<br /> � I �. ❑ BP NARROW SHELTERS 2
<br /> � rr� � LARGE HIGH . � �
<br /> ' o � m a ( vo�.Tac� Po�.E � � ABOVE GRADE FEATURE ONLY N �� �
<br /> - w' � °� P or�c. 304 DEDUCTIVE BID ALTERNATIVE. 0 �
<br /> c� v,m � - - BP
<br /> � -E-@- --�--� � CONC. -'------..._
<br /> , O w� � ..... P --- f�-�-,'--- p O
<br /> � �o � S
<br /> � .
<br /> � �z ��� �- ELECTRIC SUBSTATION o� �
<br /> ~ i--p � I -�p �T Q hR, 8" MAPLE
<br /> � \ �� � \ ' �J 6' CHAINLINK
<br /> ° ��i� �, �� �,� W/ ARBED TOP
<br /> L �
<br /> v I �\ �, ��,- m WOOD 8'� MAPLE ��
<br /> � I ♦ � � I FENCE ° � �nA, r�"'� ���
<br /> �
<br /> 0
<br /> �
<br /> �
<br /> 0
<br /> N
<br /> i
<br /> N
<br /> U
<br /> N
<br /> O
<br /> n.
<br /> �
<br /> .� •C
<br /> �
<br /> �
<br /> �
<br /> �� , �
<br /> � NAVD88
<br /> �
<br /> 0
<br /> U
<br /> X
<br /> T ��� Know what's bG�4W. 3
<br /> � ��, 04 A h'� Call before you dig.
<br /> 2 8 17 ADDENDUM N0. 1 MS os � CO M M U N ITY TRAN S IT Draw�ng No.
<br /> � 13 17 ADDENDUM N0. 2 KC DS � �raw� ey Date SCA�E
<br /> �� � � P E RT E E T �-�- _ _ �n�m_ � � 5 9 17 � P 2
<br /> .��. 3 16 1 CHANGE ORDER N0.1-RESPONSE TO CITY PERMIT COMMENTS MC DS `` „p Designed By Horiz
<br /> `° � � ��:�� �� � � � �o ,�+ 33807 � �, 5 9 ,� ,,,_20� SEAWAY TRANSIT CENTER
<br /> � 2707 COLBY AVENUE,SUITE 900 � -�� � �G�r�Rti ��,. PERM IT SET Checked By Vert Sheet No.
<br /> ��
<br /> � EVERETT,WA 98201 �:;���if� ����� �S�dNA�. ���` 5 s �� - 1 1
<br /> � 425.252.�0� � $�0.6�5.99�� Approved By Project Number C 0 NTR 0 L P LAN 71
<br /> � No. Date Revision By Appr. vr " ^ J �
<br /> 20110155.027
<br /> of Totai
<br /> �'
<br /> II
<br />
|