Deercreek Woods I
�
.
I ,S Pa e 16r, f7v ,d% &A
0
1==I ft N -
I
- ONN 1 AND NO .. 2 IT] 503-941-9484 [F] 503-941-0485 I
TOWNSHIP 2 SOUTH , RANGE 1 WEST, SECTION 16 , W. M .
DATE: 2127/2013
1 CITY OF KING CITY REVISIONS
,
I - � " "ROSEBERRY" , SHEETINDEX NO. DATE DESCRIPTION
" ,I W I 111 1,
, I
, 0 ,'I � I ",I
,
1 9
, 1 . COVER SHEET
,
,
I � I 9 ,I 7 6 5 4 TRACT "A" 3 2 1 111 ,I
I
I
I
1
22 21 20 15 14 13 12 11 a I I "
I
. '' , .,_ ........._.,,"_,.,,........ __ . - ...... , " " �'. . , � I � I 2. CONSTRUCTION NOTES
�,�:�:�:,�::�_:, � , - " ': , � -, � �
. 1-1-1111.11111.1'"I"'.1" - �:,:,:,.:,..%: - ��]��:�:,�. :: ::,:::":::� , :: � ,� / .
, ,�,:e%11 ........ ��, , ,�� �� - I—'.. � aw� 11, - - -
i _..__ ", - - _ ,,,,� - .:.�::�::� __,.,.. : �_ �, :_.... ,� . ,�
i����i��;i�::�:���!!���l��������:l�;::.-����. ���:, ._ -__-V,........... X 11,11 .. , -- - I -..............�.......... ,
.!��i�,�j�ii!�!!� ' ' 1. --11-1-- "Ill, I :�i_..,i���, , _ __ .:�........!......_............ � - _ I � _ -- -- - - --- - --- ` � �
�:�', ,�,,:,,,",.::"":::::,:::�,:,�:.��:���... �, , , __ _��, __ ������� ,�����������.����������'...� �_:. I __ �__: i
, - _. - `i ,� .. -.'. ,:,:�_� -� ,,���.. I . � , � ! I
� - - ,�:��:�::,.:__ _ _ - . :�� � I :! �
. ,!ii��:���!������i�::���:�:�;�;�:���������i���j:�,!i��:�;:��:il�, ,** , - � -� - - - � �.
� . ' ' ..'�:��;��i;:;:i:���;��:�i,:��i,i,:,::,�"::'""',�I . 1-11- - 11111I .-I 11 _ � � �- ___ -
:� k �i ,: � * - I ---,01-1:11111 I I 1 � . ': ',.'�- � 1. � - ,,,.. I I - I I
- . - _ I .
' 'Ill , 1.11 I : - �]Z - � �. �... ,
''", �...�:,:: ::� :11,�,��:::,.. .,.:,:,:�: : ,�:�� :: �� � ,� _ - - ::�
.111-11,1_11 , ' '. � .. � .1.11. - - ..
. 11 � I'll,'1_11-111 - � �,,,, I I �� %_ - , i i
.::�::.:..::"::......!:::,: ,�",::' ':,:,::,:,:]:�:::.�:'':":��::.::. . i,: ,..'%',.,� . -, . _ ,. _� . EXISTING CONDITIONS AND DEMOLITION PLAN
::i�i�i:��] , � �...: - 11 . �!��i;�;��:��;:!�i�, I � � __ 11 / 3.
, - -�
__ _ � � .
, �
��:!::i!�!:���i!�!i���ii!����:i�!;�i�!:���!z, I I 11 I , . - , . �1:�� , � - :_ � 11 �,�,�:,!�...i:]!��!�!�l - :�:�,: _ i .. i � I
:�i:��::�:��:�� ...�.....V, � _����ii�, , _�, _ __'_::_��..,.......�,,-��!��,�s��!, I ��:: � I 0
- - I � ,
-.1,11111 -11 '_.,�� _:_ ,:,�-�-,� � :�� ������::::��:��:,. ", ::", , '__
11 - _�,,_ _��_ _..:,� .__ � ...
.... I : � I * - �
, * 1. - I � .: :: ':,* �
I - -1
�
, ..... , __,� :..1:,; 'i - 1. * 1
1 ... .. . , 11 �_ :_, I li� � ,
1:��;.�:!�;ll�:�:i�;i.�::l:!I��i�:���::���:�i�:�����;����.:��� : , I ......I w, . I I I �i :�,ii::j:�:�� �� � I - I I I -, 1 of : 11
,:�:; ...�"__'' ��::, ".11""', H,�,�,� ��__ 296
1. �� I ::1_.,_,- __._ 11 :: %,*** ; �:: F:�,��:���, ��� / 11
11 - 6��':.,.. ""' '.., ,:::",::,':_,"..,-,: 1, :, 11-1 .%� . _� . a I I M i " 4. TREE PRESERVATION PLAN
- " ,, 1�: ,: .. __ ---:_-__'-1--_
� ---::-
:-:. .-_'4 , - - ': - �' I 11
�.. * ,*:�:,::.....:� _ - � 11 ,� �: � � � :
... , , I ;!� ��`::*: !� li� � � ..: . �11 -1 10 I t I
.
'*,.,�;�.�,,::i '� ,,.� ... .�_54:1,I �� I ::�:,, : , ;��� ',; M : . I
...._, _ � ::1 .1 �. � � � - :_11 .
- .;6`_-.- , . ;��'j �::�:� 'I.,�:�:,I!i�.i�.:i�:��!�::::::::::..i:-:. .:,:�:�::: - ---1,%j-- 2, � .%:,:. 1, I
11 , - I � - I - : I � �, - "I 1-11-1.1 - I ��%. 1 7 6 5 4 3 :'... I
I 11 I : - � � ,:, ..... .11 - . T_ ..
11 r, :.,:� , , '� - . - _ I -4 ��, I I
, ,1-_:�, : "'' I I -..,::.. , � - I � I I -
1". I 1, -.�,:__"I'll", I , , - I - : -,-� _,, " � � I . .. I I 1 8 ::: ., /
*
, _�. , , , '' _. . 1 - ���, � .. �. � I,_::��:�::Kfng:k-A 11 1, I 1 9 i I .
;.. - � : , . � .1.
" I � :.-,'-' ..I _ , I.. I . I
. �� � I", , � - I ." ". 1. ,
.... :Y 1!w� : �� `.'".., �]:�,]::,,�,,�::Z,:,�,�:,�,:�"I 11. 6_". I !b
,.
I ,:�:,� � ���1111**�"!, !,_�� - �� ��'. .1 . :. �� 11 -, 11 .1 1 5. COMPOSITE UTILITY PLAN
1.11�e7l, ,_1 � � ;: - � I I . 11 I
�
-1 .. I " � �
I ::��:1,1��:�,:�,:�' '], ]:::��,:,: , . �r, , , � ___ - , -
,. , I 11� ....w .....�_ . "I'', "I'll-111-1, %. ::�� I I
� :./ I _ , -
-
I-. 11 I 1:1 �� �,�'� : .-..��*,.--.......�.-....,......, �.... ..._': � , I , .::,: I I 11 �
. , '' .: - 1 ...I....I- .� 11, 11,11,11", - it
I � I ' 'I ' ll", - I
-11"'.11, .., '�.
- I - , , ,"", ., ,
:I :: ... I �, : �- j. �:,:,:": I I 11-1-I -1 AC';
I .1
.1 I ..I , I I - l- .. �-.;:�, ---I I �
I , I � I'll"",", 1 1 ) V) e :
I ,.,� : ,- I I I 1, . ,. :1. 11 I I _____ .
� 111. , , * I .- I 11, ,"": 'A' - 11
,:._ , 11, :��_ _::,� .,.�] -1 I
''I' '."".'', I � � * I - . i; : .., , I - ��]:]�:��: - n-M=-MM-7F,l 6. GRADING PLAN
-
: �, ::","�,��:�:�Z���:� ,�::,:,: 1 i:��:�:,:,� '�Ain � �� tl�: ," :: : 1 I
, " I.
- .
--11,111, ,:�,� :_��:::�': , :.- ,� I � it ii!�� : � - . ; .1 t ----------
' ' I
I "I'll I
-
.::,:,W,: Ak � 66 ii��_� :_ , I :, 111�1�1�111 ... ...,:;::::, I I - I ------+ ..
," ,'' - "I...1_1_ '* * - I 1 <�.
1 - I
, I ,
- 11 : -*.*,*.*,.,.,,. . I'll, ': I � i -
,�
1::1. � - ,�,:j,:'.7 �: "�_�", - 1 �4._I�,�', :� ��� . , �� ..... . __ , :� .1 . _�:, ---J-,--.--- ------ .1-1
I __ . : 4 �
��:=�]�::.:,�... ��::,:��,��,:_,, I ' ' �- : �:: � _�_ii.'Q�:- i
I - .
I I .
,
�,,�* ,�,,], I'll, .:�: : , i :� ,..,.,.. �, 11: ,::�,... �.. ....-,.... ..:;_.:� I I .1. 1 I,',I=, . . I
_: , ::...... �::.:, 11, �...... _ " ::: I -. 11 .
� 11-1-1._1 __ ,I'll", , I 11 I ...........,. .� 11 �:�: ::, � �. ...-I...". 11
� I - '11, *' .......� I ,�, ''" : ... :: I.: - I . .. .. W 7. GRADING SECTIONS
�. ..... , ; � 1. ,........� ", - _,� , -1 11
� ` � I-, �:, : I 11 _ i ,
11,111,1_11 I I I I . I : - -�` ;!,:,* � I .. � ' ' I'll , I
�;�� I I'I'll, I ::. .! : � .. ; " I 'll ", ,: *�i'.�::� I ----- 1.
,: �11111 "Ill,"' ': , ,� � :�:: - I :�� "Il'I'll",'"','"""'I"",.I I - :: , I . �,
.1���:!::F,��i��:���:������!��������:��:;��:!�������,�: -1 %,: ,, � ::�:� :I� 1_1111, ii I 1. . .""'"'""'',,.,"'"',"",'I 11
.. 11 1.1111-1 ,�: : - . I � , I � .. ,%. i
.VVI. ..'..."111.11 11.1 � '', I I 111 " ' ; 11 . � - : : :,:: . -
. .. I - � ,� , : 111 � , ,. ,:_ I
,,::�::�����:���]�,�:.�,:,,:�,,:: ,::�:'"'�,:!:��:�:�:�:����:,: , I I .,� .. ,v ........4...:%, ����:���!�i��:]����:,�,,�:]!,��,�,:���]��:�:]���::,,,, :: :.". .. 111111-11' . . .1. �t
� 1. - I .. I I , I .1 I I.. - ----------I
: , -11-1-11 �i.i�-M. : 1 :* �...::......a.......::...... �� ::, ,.., - : TRACT V ., ,I
_ -1 . 1 " � 1, ......- I :i�,:�i.I:...q....:...:::::............'.. ------
- ,,, ., _� .1 � I - I .. __.- .. - . .........� ........� , ...�::. .I -,""I'll,11 1.I'll"I'll.11 .,. ,. � 297 SW FITZWILLIAM DRIVE ." TRACT '
., � , V ; � �..... I ;� 1 , �...I I ....... . I- I � , .,
I .: - 1, -,- -v. 1- I . -, I - ..
... ,, �I-1 ,��i Z_�' � -,-: '..,I ;: I - I I ,� 1 . .jr .
--1 I I 11 _,.�............- I I : .1 I 1. I .�:��.w� .� , .!� ., A,V:::.... I. .
I I � , , I :. _::__ 1..::__� I .. - . 8. PUBLIC SANITARY LINE "A" & WATERLINE
," . D ��� :� . I I 11 1, I - _ -
1-1.11 . � �� :; I __ . W .
,
.:.., ,� ;: I - � :,�,:� I lt�
�'
,, � � : :: I.. -
I � . :...:�:,:, : :.� :.....:....:: / -
��_'�(-_ I - , �i! : .. ,:: ,.: �� .. ]�:� , I I ..
-1 -- I . - I :::-�--- . .� 11 , :_. . .
-1, _._�_.��.........�::��:����� I � . . , I -
.
, I 1.
.11 , � - , ". 1. I a ::�:::,: ... . I
- - I I . . I-, 1% :, ]�� ,. 1:
. - I : . .11 I :: - ..
I , � :: : I I -1 ::,=,
. : _j. ,. :: .1 ;_ 11 . �, ,,,, I
_ ::%�.,� , :, . ., .1 � I I - * � , -1 I - 11
�� 11 I I. ,, , _� :::::, I ,: _ � ...... I .1 � - I ,:�.:::�,:� :: 14 on..
. 1 I - I I �_ , . I I .. I. :,:::1:I w.. %: I I =a=_
: 11 I ::� I 1: 1: I 1. * =
'. �, �7�_.....� ... ,. 11 *** , :�
�. I - , .1 .
I I 11 ,:�_:::�::��:*]�� � i I ,:� -. "I j_j!�� '. ." I - - 12 ,I
" �::_,X� .... 1: I i - PLAN & PROFILE
11 - I "_� I ��: 1;�,� I!!, to 8 i I - :''111 � -
. , �, :, :!: �. �. �,_�,:,:�_: I ., .. -
-1 I I��I .,I 1,11.11"'I.-I.,".� _� ::�_%_,_.::_ __ 11 � I '111 I ; , � , 1, , .. - . I - / I
11 � - 'I'll, I . .. .. h�:�, !�_......... -_ - .
� � 11 11 _ � , . . . - .. I
1.
I - 1 . ,
� - .�'',"I"......'..", . .� * �, , . . I 1 1.1, I
1. , .5 ,:..: --�� ,:.: - ,::, . 1. .
.1 , � � .. , �: , , I I : , - , 11. 11 . ,, :.........*::--:*�;.,:.;....._..._, ------
� ,�I ,:::,I I.. �.. � � - I 1.1 , -,,",",V"'- %1,11, 11 1. .., --- ----- -------------- --- . I
. - 1. ����!:��i�!�� .. , I 1. � ,
-11 ,� I ,: �4 � .. : . , . I �.�::- -* -': :�. . .
. . 111.11 11-- 11-1. � : * �� ." , ?"i. , :: i� :, ., _:_:.-��i�,5 I r I
- I I � I * I : I .
,111- ,,__... .......... ,:: , I � % I 4:" :'-w, I
- ::::: ... I " * � . I :: I ` :: � ,
1------:.: � ;:� _ � .. 1 . - * v, :,Jqrda_ip V M-N` ,-` 1�......_::�:: � 1' ' .. ... I *
- -I ,��::.::�:,::X,::_ I I - � , 1111:L� ...........: I I -�_� .� .-1�:, :,,:::1 .. I - 1: :, . :: ,� 9. PUBLIC SANITARY LINE 6113" & WATERLINE
..............
�,����.11�,��,������.���.��1.1�,,�'ll'.�."".",....'l", �. - I 1, ... -1- _::]� �. i:
I - ,,, � 1. . ..... . I , ..: .. f 33 34 11 ! i I
, ".�.������,�.������������'..��""",.,,-"I I � I�... . 1, .. .. I ..
�,I����������������.��������.�..�.�,�.......1"...I.I.I..". I :-.-.-�� _.....2,;__.......:__: : I , � I , .. ,.. I . I I 298
� - - -.1-1..... I --- � :� ,........ ::: � �I I .. I .1 :.. 1. . ;. :,: ;, : - :
,
, I
���������������������.�,�,�,�,,�........... , �: 11, � , .. .., , �, I I ':1 , 1. I I i .
... 11 I . : :: �
,,,% _;� .1_ �: I : I ���,' �_ ::.1.1,-.. I :,: , %; I I
-I��������,,������,����..���.�.�.,����,�,�."�",....."�.,.".', I I _:i I I. : �. I. . *, -
� �������,��������������.�����.��.�.� �....... V . ,......a........ -i :�;i
;�, %,, :--!.1: : I � : 1. . I . I I ". : ,
-......� I . .1. ;�: ::1 , I :, :: : _. ..., � *. ......�. I
� , , .. :�:::: 11
.1.. :'. ii::�:�:���:�:�:�:::�:�:�::�:�:�:�:�:::, ,� : �d ;�; ;:�,: - I i �
1, - !.*-�.6` �i - . I I .1 I � :� :�: ,.: :: I: I ............................ -
,.: - -
,, � - I , I : ,:: * -
1. I; :::I 1.
. - I I ,,
, 1:�:::��, , 1 �, 1. I .. .. . TRACT
::: ,.j:�:�::�:� � ��� _ � � - I- :::i;� ,.. ,, I I I I � .: . � .. I � I :� 1.I
� � � I � .. I .I . .
I'�i,�i�i��!���ii�i...,� __- ..� , , " 1; 1 !: .. 1: I.., .. I I I
I . - .
�,- - �,�::��:, . , �:: � �� :�:�, _ ,. i i , , , I �: . ��, ".. I 1 150 51 52 i i �
- , --
:_:::, ::: __ '': � . I .,. - PLAN & PROFILE
1, .�:::......%._� :.* :_:,... ::.......�............__...... . �. : :: : 1 .. 1. :�_.....................
- - I. .. .: :� .1. . . I : I . W
� �.......--.-.., : .1. *
- . .'' ., I.
,� 111, . :_,�, _.......I _-.1..... ,.. .. . ., 1. .�: ..., .
li�� 1-I 11 1. : ** : � � _ .,...,.,.,....._ . 1. .. �::��s 'i.. 13 i i I
: :�i,����i�i���,�..!i�ii���,���!���,:,��: � �: �I -1- I �*..", � . � "I'll, ...�.....I........ . I
,. - - .�:,� � :......... ...�, �t � :�, : �! ,�, . I
"1.1"...,..,..........,.",.,,.I,� I �� ��� I � j:�::: : ���:::
11...1.11, - I �� :: : .1 11 I ., ::: 1:�: .. .. I 1. .
. , I I
. 1.
.. ...... ..... - � - - - I � . .1 1. .:: � :
..,.,.......,.,...11 I 1: �:�:_: �: I . .1 ::, ; I . i * - .
,�����,����.��................�1,1� - , . " , : : , .� ....�.......................%, ,:.- - .. 1.� .
,,,.......,. I � . �, ,%......� , 1 32 35 i
** : 1: I I . . I I
,,,,._, 11 I � �� � I � � _11_." _q. ..�. .:_._,�,,.. � - .1, :11 . I
.... I � � � - ��__ , ._:w .. .. I .1. �-�� ��� _,..� 1,�: : I
-.........I I I . I 1- :...�� I. :.;: ::: %... .- - �:
-,,,.......-.1-1 � � , - _............1-......... .. I . : , -...... .........�
-1.1,..,,1-- � , , ...I...I........... . I I I �,:::� I I. I i
-.1.1..... I I I.: � .::�."�.,...'�'...�..,."��'I.I..'I .:............ : 4',: ,::: :.:' ....!%.....%.:. ..
-.-.V,- 11 - 1, ��:� ,��:�:111�:��::l!��:��-;---.-.��, 1 i:, F�1.�---�-.7----.--.�._._._.::.-..�:.:���� .: . ii .., , ......:.. ....:..:.... �� I i 1 . 10A. PUBLIC STORM LINES 06 & 07
,,,11� - � 1. �� :.....- _,I.... I -1 ..i ...' .. ��.,...:�, - - � , I . �...%,.....�., , 299 -
I I I 1 , ,
- � -
. .-.v...',.,,.,,, - _. -i-!1,s-'-�k-",_ ............ "', I I i .
11 - - ., :111.1-11;
,� I�II I I I .. 11,, ":,:��:���, :,:�i �,,�i��� ,I i�� !� ,-i , !�I*.. 1,i H 1[ �:i� .. . - , , . .. 5, 1 - /
� I 11 11 _ � � -1: 1:0� * I I. � ..": ,:: , , _ :w...�................�..........� 1�r_a-*.-,,*n St: I
� -
.,,, I I .. -, :..:� ,::,�i��::",�,�:��� , . , : :- i I
I , I � . :: ,. %*. - . .. ., , �
�: � 1: - , - _ __ .11": I . , I ,:. ,11.1,il�.,:�.�....,..""..""..�,��.,.....,..�.,�.�..'�.�'.....'....', , '' , "
1� - -- � 11 . 11 - �- .... . , , ,
1. �� I �, , ..
- , _,:: :: . w ...... . .. ,".. I -1,".." I
� - I��I I I-I I 1:11, 11 - ,, , , , - :�� i!I � 1. .". I I I
,
:�,:::���_:�� ._:_ . : ,, :, , ;........:.. -__fl,_31i i�! 1ij ;� :.�. , , - i i - SW 131ST AVENUE & SW FISCHER ROAD
- 1 11111 :�_ :1 - I . . . ;
� . . 1 1. , :
,::�:�� _ i. _111 . 1. �. I i
� :::,:::: ,---.1-1-....-1. 11 .. , . r' .. �.
::::�:: �� :�, :::� ; . . -:_,.�1..'��::,�ii ,�, :I i� . . -_.�'.M*_-....)�Ikl _1 .�, �_§ 1 14 i 1 31 36 i �;-
�I, � � I � I : I � � :::;�,��� ,... ,I�.-1'I, - I : ::�..:: :
- � __,", ' , I . 1 11 �....c .�� 11
,%__� aa- , ,: , � I . '':
� ,�,:�:::�:�:�j,�� , '&;A, Fisqh6 . - . - 11
- � �-I..",::1- :::, , . - ..,_':.:, � . I I � :� I I I : ; I...11...-11,.............__: ,
., ".1,11-1 --I - : : ��� _:. .. ... I - I .1 i* kv�*.... . , ,, i i
� � �
I I
'.:,��:_ __:�� ,:: / jj
, � , �"... .. 11, � ,::_ " I 11 f�b � �� i� ; : I � I , I ! r
� 11 - ,"".j':��:: . , ...� .. :::�.. - I , �,i i�: _:�:
:�,1'X,_ - - �. � I : .. 1-11................11...�.....11 . � ..I :': � .. ,-- , ,: , I .
�::�-�:�;�...��.:!;�:...... , I -1 ..". : ,: " ..
I - , . ... : .I . I " - � . �":
-I 111.111,...11 ,. I ,� I :: ..�:....::...:.� �. .� � , . __ -
- � ,"'I"'.1",...... � *::�,:�, �:_��;__�.-::,,-1....'_: ,., __�:::........... ..........._...�................4'. : .. ,''. � , , .. , I I -1
� -,"I.-I'll"', ::�, , - I ............ _.-***a�.......�_.� : k_':.-:.,............. 1. . :: � ;:: .,: :: __ -1-1... - PLANS & PROFILE
- ....... ., , � ;.: ... � I I � i MMEM
I I .... :,. . -7...
,�,��,,�ll.,"","�,,�11.11",,���,���]�������]]�*,.,**.,.,.:...., I 1:� .."' , . �'. .. � I I
,- "',"I'l.-I",11.1.1.1, - 1 :11, �L , . : : �: � .ffll I V 11
1_1,-1.-'-...,.'1. . I� , .�*,*�_.*,'%--*'n,n'� ,,....", . : �:11......- �� I IN
I - : I � � :: � - �., �j,���!�:����]��
I 111-11.1.1.1.1..... 1 -11-: __ : :- I .1......� ;: . : �: :: I :-*--.�:.�� : / 11 ,44
1 - , : : � I .: :_ .:......I....:: � ,
-"Il""".""."".,.".""", ,, ,�: 1: I :* , ,: : : -.1. _ � ... ., I
.... :: I _ : :,, � .......-......... . .. �
�� I,,1-,.,.,.....,.,.'1., ,�,�, ��:�- , , �: I�::,:: I �� I � ������:::!::�:�:,:�: 300 i 1 49 1 ,4 ,�
�, �_:,:�� . ,::�]� , �:....],:�!��::: - � �� I I, : .... . . : .. � I 1 ::::�:��: - .
I - �i�_::::�'. ,": : I ��� I
'I'll, , ,
I -1,1.1,11�,�:��:11�1�.....��,�i�:��� .-..-_::��: - . , � - I ; 11 I - , I ���."��:"::, , Lz:�-_:,-. �� . P
''I'll'-, I.", . :�� . ... - _, I 0 1013. PUBLIC SANITARY LINE "'C"" & WATERLINE
' I I . � _-
I" 1: '11, - I I :�...... �: , :.: . . *
,.�11q.:_._,`� , � � : I I I 1: :z -: -1 � - 3
:�"'':�������::�.,,�,.":�:,�,:.�,:�::,:"�:""'', I "Ill I ,,:,��,,:i',��i�:*]z.::�i i��I�Z:....11-I� 11 11 I - I I . . I I - I
, I I � �I . ��V- -,,.,,,1--1 I
I'll,..... I - I , , I - . . � - ::: - 1,,,,-,,1 I
4 � I - I I 11 � 1, . -� .,, . 11 I
. .......... . .... , � ,: : . , ___:. �::;: .. .. , I I � I � I I,. � I X '"i.''::: : ��::i 37 i /* I AS-BUIL I
,
., �'', ,,�,����:::�,::,:,."'',:,:,. : ,�_�:!4�_ _ .,.,� , I I :: : 'e� _ _ � - ,
111. ]�]:��i�_�:�ii��:__ : 1 . 11 I .1 � :.. .1 � I
,����]�:���::��i��::�:,���������:�����::��:]�]:::��l:,��,:::::"'' ��.-� , :_, . : : �::: � .
I , _�:j:�:", : ,
I ____...___ ' 'I ''. , : : � I � U . �..: � � : 11 I - I
"I 1 :� I . ..._ - 11 - -_: . % ..' � �Y . --1-111-11 I i -
I 11,111 -111,111. 11 11 - I %�.__.. , :* : , � -1-1,111 I I ---- ,--.-- .
,11:i� - -)�/
_i� ':�: , , . I - . �� � 1 15 -
_i� I � . I I :: ��.".� � - - V_
.:�,I _:,:.--.,--y, , �::� -::'].::1, __:,;�:]:::,,�: � 11 ,:: I ,_: � � _< _ ---, I
,
_
11 11 _ � 11 I I � I � � I � 111 I ---"--
, ,
' '. , ,,,
...- , - _ , ,.. .-1 "''.. - � I I I - � � I ::::::::::: :� � �. 1 ''I'll - I !;
- ,:z]:,�:,:�;]:���::�,� I �, I � - .. � .�I � � � I� I I
,. ... ......::,�:,�:�;:::��.,�,� � I I: I �� ., �. .,. .� :- , :.:: � ��I I,I I 11 I -,--- i
: 1 ��, , - I 1 -4 --- I—- I
. ,"����������������i������������:��:��������!�����!�����������i���i���:�: - i. , , � I - i r �...___., ------------------- �
, I � - 0.:1.-1-.- � � � 11 I I
j, I I 1: � I I :�:��_-�......... .. �.X_: � � .1% �
1.1".1.1" I , �,: . _'___ I - 1. ., � a I I i � i I - PLAN AND PROFILE
I'll, - _1 � - - I : . . � .. � 11 I ,
.."'.1.1", I I .... ... :,.:� - , - � 11, �,, - I.. .i ��:�� - � , �: � ,�, - 1 15 4
.111 , I :�:-,_ _:: , , 1. I I I I � 11 � � - �� - �� I I
"I' ll I _1 1, 11 I -�:, �� M ,. � - - � -1 � �.�-----------�
'' I 'll .1 �, ��:,_ �. I � .: : .:1 :". 1�...i I - . I � � I I W
, , I I-- - � I � . - _', 11 .
� - - . 11 I � - - - �
I � 11
!�-,....��_ 1. ;j I : : � .. I - 1 I 1.
: .1 -1
: � . 1-: � � � � � -------�....-,
.. 11 "', I'll, � - � z
I 11 : � � I .. ., �. � I ��___ , , ", ,,,,,_ � z � : z
� - -5j - , I � � z
:
- 1,11,I � I : I . I -1. I I I � - - '�, . �
:: I I .. 1�1 I �- Cq I
111,11".11-11 � � . �::: . -1 � � 11 I
-1 I 11 ' - 11 : . : _ I -
1,1,11", ", ,:_':,�,,' ' _ 1 , 11 :..-....- , : � .: : : . . - , 11 . PUBLIC STORM LINE 01 & 133RD TERRACE
. I " I ' ' �' ' '. .1. -�:��:��_ I , ..
11 - I ,,,, - _ �- 11 I :��::!,:�:�����!!---,����������l����il..* _:__:� .�::::..::::! .. 1 2-9 38 i 1 48 /11 :.....-_ _ , "I APPFANM
�. 11 - �:�,: :�:�:: , ,i:?1_`: w� * ' � *......:.............I
1.111 , , - � =_ ,
. . , , , I , M -
1 :1 I I ,
,
�,I-, I 11 , ".:.2:��: : .:,:.:��:]��!,�:,��,�,�i��j i:��:w:::_::: : :: : � 301 1 i ,
_. �
I : , , " 1, � :: : :., .. I :. *�
, -
,I— . : ��, ,. .,:,:,: ,� _.._.._,__ : _ . - , : � 1,11111 I I :1 � I �
I ,'', � I - - ': I . . � -1 :� : ,.', I'll'-, Z C5 1 t I
I , � :: � I I is i I _
11 I ,� V, I .11 : ....�� : ::::: � : - . ., 11
�� � 1:,x-:.,� , ,. K ,,:,:
� ,-1 ,� :�, :_.�:�,�j:", -, ,,,,, � I I I - I
I . -- -11...1. 11 I ,
111 - --�� � ._'�.........11 I : . I.
I - . � ..._ .. I- :: I : :,: F � � �,, I I� 11 I �
, � . 1:;::..-:;.: _ I � I , I i
1 , - :,�: . ,.:�, 45* I I � �,
� I , _ :: I , , :� I I - 0 Ill
- , � I * � I , - , I 2,....�. I I ': �:-,.,. 11
4....:,;�........ I -_:::;� I: ..,� "I'll ::,.-,:" _
- I I . �
, - - I.. I -11. . . . -.1'. ,..11 I
�� - -j 1. �f7: !�!'.��.��i!:��i "�! ; I.. ., �.,� I I I ;
-1 !, I I �;��!�!-'_�.��i!:��i "� I I I 1 ..10 I : �' - PLAN & PROFILE
,
- � -
-1 , - � _ :
: ,:
:
:
. ::���:� ���;�� * ,
� . :���:� ! : 1: �. -V z � .
I I � � I :���:� ���;�� - ��i!:��i "� I �: �
I
11 �: .1--l-
I
I -1-11. � ,; . : ,
. I !�! 11 : I :�..._-_-.-....,S;, � : ''" ��:� Of 1 -'1_1...11-1___,
-1- I - � - :���:� ��;��!�!'- _�� �:�: ........ 11 :
. -
.�����������:��,��:��,���:�,���!��.����!:�!����:��::� ��� :�:�������:�,���;��"!�l..'.-��.��i!:��i-" �. - I 1 28 39 1 47 \\ 11
I��� - , - : *'*- �
- I -1 � " .... I , ...
, .
, I :
-,,.- 111 I—, , , , . -
� - ., _ � I I , I
-��- � ��I, �. � - : ::::,::::..:,. I., . �
, - - , - . 1, 1. I I I
- � 1 - I
� I ���-��:� � .- -, ,.: � n -.11.11, � �,� ,�; I I - ------ ..
, � - - I ��:i. � - , I� ,; L ,� I � I ........ M*
1, __ - ��� S�:C�17 nra'd ,
� - � ���:,�:�:�� - �:�V , �::.::,".� - . :. - 1 I I I ��, 1.�..- ,�
,�_ - I - - , �'._�-- v:': ... .. :::: .. :� � - ...,� ,- - - �................:.....W_:.....:.:�_,_ W z I ! \\\
� - -� .11 11.11,11 I I - � �
, _,_,_ . _ � 1: - .....I :_ I - .11.- j.....�...
. , -� - 11 I -_ ,-� �- : - - 11 '.........I...........�., ". �:........�� I - ''I'll'' -1�- 11 -........,.........�.I.........I .- -
_ -11 - I 11 .- 1. �
, ��- �� _ �,�.�� � �:��q__ 11 11 I I-, , 1. I . I ;0 .1 PUBLIC STORM LINE 04 & 134TH TERRACE .0 -56
� - - .1 I __ I I - - I
-1,11 , � . - :. '. - 1 . - 11 I I -...I .. . I
,:�::: : ___ ___ � _�,� ��- � _.::�:_�� � :� ... ., I
� - I 1. ��..... �: I ......I'll", .".: :.� g � 302 12.
::, _ � _ � -11, I .:_ .. <
� - �::�:��:��: : ''" ' ' . � _ � -.1........ I : I � I - .",
- �� � � �. - _ � I 1. :: ;: I ''I" , . � :.....-, I .
- �. � I . 1, .
_ � - � - I - �': I : , I . ��...... I 1 I.. � I I' ll, I . I
�� - � - � - "I _ I'll, ,� � I ...".1'.. I... ........ .., 17 ! 1 27 40 11 0 all
::,::��:�:�::�_ : I ,,"�_: _�,:: -�-__ 1, -� . I - - , . - .
� � :_� ,. , I I �: �. I .., I I I I I 1 I . . _j
- -1 I ......� ,: :: I 11 - I .1 i -11,
,.I--� � I_- --1 _ � : I I'll"", I I� .....:.... .........�� .I I.., : I 11 I -W_, :: :" : z I
I �:::�: �� � ,�1,I �:111 , , I I � ., �i I W � z
� � � - -..."I", I: ...-1- -............ �. ,: . .1 �', , I 11 : :,.,. : 1, W < I � \kk-1 ;_ �
- 11 ... ... %........................-I-- .. . I , I I ......I
� ,�:��� � - � - - ,,"," I . I .. I ..,: :, I 1: :�...I.... -0 ; 11 46 11& - PLAN & PROFILE
� : �� .""......,___ I � I ""I, : I I I I ",
,1_1:11, ,_ ..- .. I 1, ��!�:. I
, . I .1 .
�... ...:, I ,:,:: . I ; I I I
�: - - , �: I. ......11 �, - , ,�i -
� 11 :_ I I..... :,::,. 1: _1 ..,
, . .
. I
, �
, , ,, 11 I 11 I `" , . A TAXLOT
11 I I :
� THISIS1 ,::::"o, I , � - _ IN
: -
, � ___
- �
�
: : : ;�::�ji� - I . � ow
:� � ,� I 0 P i � .,
- ,::,:�:]Z:��:.:, �,:, I ' I'll :�_ :: ...:, 1. :. MW 1 .2 ,
�: . _: : - - � I I �: :� : -I I 1:1 I I -11 I'll , I I ...: 11 -'..", I: I"..� w., i TRACT , 6,.-
�:: � �__ I I ,
I - - � I �, 1,11, _ ��! I I 1- 1 I I ' I- " 1. ., I .. �
�- ��� � , �� 11 :,:::,::: :, ,, I � - I : .1_ .� ." .. Pi 1, I .Ir ? 1P
- -�� , ,��I I 1, � I I � I I I -.1 �. I. -
� I 11 -,""I'll, - I
��1, -1- 1, ",,,",__1 I 1! I � � _.. �'.., 1
� - I .. ........ .... - 11 I I � - ........ �
-I--11 11 ,"".- , , I �.. -I .
,� �� �� '11, �� ,, �:.���: : �,:,,��:,�� ���,����i �� - .. ...... , ..�..". 1 26 41 6 2S1 PUBLIC STORM LINES 02 & 03
� I I'll,
- -- - -- :�, I I I ..........I. ...... 13.
,I-- -�'I'll ,- ,�����_,"" " - ':X::,��,��,�:, �j_ I� 11 I I I -.11 . ......... .1, :. ... 03 i
- � - �- - � 1. -, ,,, I I I - _1 . .
_ - ,-I-- ,�O 11 - - , I I Ax - - � I .1. . - 3 447
11 � - �,I __ 11 - ---l-, I 1, I 1.1-4.1 I 16AC
I I I 11 - ...",,""' I _._....:,:� . ....
____ , , -� - � 11- _,,_��::::�.:] � I � I 11 . ..1. . - ...
.1 ___ _-� � � - "Ill.-........ , ��� � � � I " - .., %.. I I
I � �� � �- - I'll, .,,,,'__,, I I I � ... . ::::: I I.. ..
� ,� ---
1 ,-v I �4 ,��:�� _�"!_:��:,__�� ,�,�� ,� � - I I .....,,:::.,.:::::: ., . .,:: 1 It 11 lil
- � .1.1.111,.....I I I I 11 I - - .�, . �
- , �� � , - - .11,11,1111,1111'11�1* �,��,:::� _:,� 11 , - �,I .1. ''. ,. I .. I I I I I I �
I � I ........I - , , 1 ,I 11 .::::, d . . 18 1 800 - SW FITZWILLIAM DRIVE - PLAN & PROFILE -
- I - - �, I ........I
- - - , .1.11,11.11,..... - _� 1
I _ � .-....... - _,:...I:j:�.::�� 4: 4: � .... __
� I 11. ..... .1
-
�']'� � : ", ",",",........�. �:�� �: I I ,.
- I I
-11111
"I'', ' ' I I I I .. _ r
- � I - I , �::, " _�: :::�:,� -_ ........ �.:�.� �::�:�,�� � I , __,�._ . .. -:.. :,*..: 1-11-1... I I
I - �1, - ", ,,","I", 1.1- , � 11 I I � . .1. , I : :,. -11 .....I 1-1. �. - X 45 1.1.1
I � 11 I � I , -
I 11 I '' 11,� - � - I : . . .. _ - I
11 ":,:::,�,�:�,:��,::.��,,�,�.,�,��, : I I 1, "".,.."",�."""""",��::", - I I I . ,%,.,::.��'.'..:.: :
-1 - I 'll "I'll, � 1- � I I .1 11, � � j .
I'll, - 11 , , "I", %,,,,,, - /���..!�����,�::::,, i� ,
I 11 1,11,1-1- 11 � - � � I 1: I .. : I TRACT " -
I I I I - � ,, :- I � I
- � I I'll ,- I I 01111� � - � , I � I I % ,Ill I %, ORE6014,0
11 11 I I'll, - :::�:,::�::::::::::::::�:�],�": _: � � I 111. ,-,._.�, .
11 11 11 , � :::�: � - � I �� '! :: .A q
, I 11 -1 111.11, I "�_ - - -.1111"'I".1.1,1111-1-11 .1 � � , I, I 1 , I I - :�: , I . .. . '
11 11 _��,��,- .-...... � � I'', I ..., - * .. I
, , . '' , �� I - . -
" I 'll, , � ,�I �: _ �'ll,�'ll' ...","",,]�:�]�:�:;:��]�:],:, , :::,�,�� -1 11 I ��,� ,� . . -
I - - I I - 11, -1-1-1 11.1 I'll, � , - I - . .. ::, I
- 1-111.111111111 � �� "�,]�� 1 1,� 11 - . �:: "': �_�. .. %., I , 25 1
..... 1, - I I " :. I I . .1
. - , " �,���_��,, �, � -11 :11�111111 , 11 I . I ;:. I 1 14. PRIVATE STORM LINE 05 & ALLEY
"Ill 1,111-111 � � I 11 - , I - I - � - .. -
'"' 1X_::,_:�_ , - . - -
I "', '"' , � �_:" _ ,. ...... :: in -
' ' I' ll'' 11 , - � ... ': ., , - , , � ......'.1,1- � � I
I . . .
I - I :,:�, I '' � , : i , - .. . �� . - . � I )*) k .
I .11111- :�'_�_,_ � 1�,_:,�� � I-, I .,., .1 I
'' : _:,:_�i ,." ,:, �
':, ��, -;, P
-,"I",", I 11: � �_:,, I �,i��:�, '': - I 11 11 .11111111 �� : .. I . ,
'' I'll , ,�', ,�, I I - I'll ,"". ����� ,��,�:, �, I : , 11 � 1,11 ,. -.1 .- . .�, , 304 .A I �
- .. I
I ,� I I 1:1:'': _� ....�, 11 � , , - .1 � ,..,.....I......�_., % . Li , I
_�, - I - - , �� ],,..,,��.�:�i��������:�i�!�����������������:��,����������:�::���:�:, �:�::_,:��...:,,,�:, I'll , �I _ ,���.�:.Z�:�� ; : '.... � -, ,:: 0 % TRACT 1 �4
1 I ...�.... :
- I '',". .. I
I . . - . - :� :,
I :�� ,:::_ :�:_,::: ,:,:. ..............��, - - I : I 1,"I �� �:��-,*�,/: �: �:�: ..� ��: � . '�" 5�
, I I :: I ..... "I'll", , � j.::.:_*::".:::: ....�
.1 I
"'I'll."','" I I,"11,11,",." V"I'll"..... __,'' I � � "::,":�,1,�,� - � ��� . .- 19 1 I ., , ' 16 = PLAN & PROFILES
I � 11 - ....... -
1 11 -''Ill", .,.,".,.,",ll,""",.""�,.",��11.11'..�.�1.1.11.1111.11,11.I.'I 1. � ��
I - - .... ..................__ . _ �
� I 'I��:,��������������:�����!����� :����������:::��::��,:�,]��,:i�i�i���j- ,",", I I I -,","I.-.. ... _-.1 ,�, , � ... .. -, I
, -1, - I
. ...
I 'll -
11 ,�'I'l,""","""""l"!�]�����''I..... 11,-,", I I I 1. .. �:, :4 :::::::�::: . - /C,t R [%0
11 I I .......-1-1-1........ .1.11 I _: .1 , - 1, :. � �
I 11 - I'll, - __ I 1. 1-11.1-1,11- :� : ._. -l"11 I %
.' , 11 ,,�'���,,�.,�.".".".�,�.."�",.,,.,,�,�'.1�'.1,1,.', - I-- . I —, . :... '
- 1-1.-- 11 11 � �........... "Ill ; 'I, I I . - �:.. , �! ....____:................:.:..
. �,- ___ .-I I 1-11-I � I I .... I ...... �
� . .. . . ........ ... ........... ... �___.....
� ,,.,���:���,��i��]�:���!]�,���� ::��i���:�:,��:���i�����������::, ,� . �� ,- 1-i_.��, � I % It 1% 24 % ,
-l-, - "I'll :11, .,:,:::,�::.:::,::::,:���::::�::��::�::::::::::::::..��::::�: I I _ � . .
. �,
-'I'll-, I �: _: ::,:_:::, �i�� :,�� _� :!�;�!�i:!�;:��::i�, : I V I , 44 lil ,
,
,
, , ,
I
, :, . I ,-j, : :,:� ,_I I - I ,�� -- . 1_1,1.1111... -...I I -1
I'll ', , : .;::���::����:j:�:�,j:�:�.::�:�:j]:::::i�::.�:�:�:.:.::�� �:�� -11,11.1 1.11 11.11...,"...'..". V, - ..::__ � ,
, �� �,,,,,,.��:��:i ..: �.;,�
" I'll. �
11 -...,, , I �_ � 4, :� ..... :.:�:: _,. 1,,
I . ���,������������e��".",.".",.""�. �::��:�:�:�:�:, �:: ,$� .1 1. �
::�:i�1i:1:.:,::,'. I I 1:: - ,� 11,11, I 1 1:���:�����::��,����:�:��������:��:������:����������:���:��;i����:::, '' �: _i.,,�.. , C) A % 42 It 1:1
I'll,
1.1 ,, : I I � � I ,%__,:':::_ - �11 .1 %:`:::e� � � I
I �,, - ,1- -1_�, ,11 �.
1: I I I � � �- , - - , " 15. WATER QUALITY SWALE PLAN
,
,
,
I '
�
11 �_ _ ,,,, 11 - � .. I - I I
,�:������i�:��������!���������������������:,�,:����i����������������::�:���I- 11 . - I � �- :�� - .__, - I � - I t I 11
- __ ,��v.A:��:�
..'",-1 �, I - I -j"' -� -� � � "I'll 1-1-I I .. . . ., _ 1 I
I I 11 11 , I I � � - - � � ,
, -11-1 �:� _ _� I __ . -
I'll. I I , � - - , 1.11 I ---,11.1 , _ . I
I _""�'ll�,,�,���,�'ll.���,,��."""'I,, : I �� i!;�;�: :�_��_����, ,-1 ___ I 11 ,� "I I � % \ -1- Ill -1 ,
, � I 11 _, � _4�,�� I _� v ,
I :,:_, ,_ 11 ,, , I I -,� , , �,,_.:_ � -
:.,,,'---1-,- - - - � � , � _� , I � I I �
.
��� � ,:::,:: - , , ". , "" , , � ......... I I � - I -1 .1. - I '.:,�� � - � X I -
- , ,, , � . . - , ,:"�:�::: - - � � - X = 179 1 I -� -1 , EXPIRES: 12-31-13
,
I ,", �'ll :�:������:�:���,,�" ::::���:: :�� ,::�,�,��'ll�...... " ,- "I' ' , � :: -�:� ,� I I
I I - 1-____ , � I I . - � .- ,. , ��" � I W ��kf
, � - : ": 11 � :_. I � 11'',
I - I_11,,, , � ,,, ""I"��::�:,: �� I .1�' :::::�.I I,- -� A I : ri - � � 20 11 ' I , 16. PATH - PLANS & PROFILES
,
I ,
,
, ,
,:,_:�::_1 ,: :� _, ,:Hh��:f,s . � - � � �_Wz I . \ ,
�11-l',14",-1,,,11 11 1 I 11 .11 I I 11 1. . I : "' :...:7:� � .....�...�j�' ...* ' , - � . � � - , TRACT �
� ,,,-1- .1111 ''I'll- I I . ".�..�� �_ �� "' ' I I
�
. 11'1��,��::]" I 1. _% � - .; I "'.." ���:� _.. � Ill TAXLOT 2S1 16AC 801 Nl
� , .: - , ,
� �: "�" ,
- .1 1"::,:�:_::�:�,I - I I .. -
,111--1,,-_-_ _K: I 1, � � - I 1. � \ 23 ,......,:::::::;:;::
-�� - - � : :��,- :f: � - ��� , - <= P- �
�- I,I 1-��� ���V.,1 11 I � :11 .1 I � ;i.',� ,,.'--- ..i :,��:::��":::���,]�l::��:����:����i�,��:�:..,..�,.,.�'..",�.��.��,�.. ., .� 43 ) , I
-11 I 1, 11::, I I " � . � � � I I - < I %
I " ,, ,: :, :,:,:,�, I I�� .: :..,.j � �.I �'c _.-_�:�::: I I'll �'. ,.�, � .�:F __� - �A_ - --"!L�F - "',
, _:,::::� :_:::::_:_�. 11 - - :_ :.......---711...I...I... _ �:1 ,", . I
:' -- -1-11 I -- :-_ -_�, X - -----I �.
� -- - � -
:___::�:�:::�:��::::�:� - ,�_:�; :�:� �,- : , - -1......:: I I I � :,�_,_*, , Ld _j
I � :�:�:::::::�,:::::::�::�::�:::::�::��::��: '' ,� , � � :,'� � :,�11: ,_ I I � - ....11-1 17. STREET SIGNAGE,, LIGHTING & TREE PLAN
. - ,
, : . � I :; , .*� : � -_ ..."
.. I 11� 77����� ..
�,
:: ": . I 11.1-111 11.111, I - .- :� ;:, ..1..-1-- , - , X� A Oz < % X - . _N21z ----77����� .%
� COP % ..... :..
�
- 21 11 , . ,
ff
.P 178 __1 �:� 18A. STREET SIGNAGE, LIGHTING & TREE PLAN
I k------ 1111- I ",,""I'"' SW FISCHER ROAD I..............�_",Z'111 11_____,_,"_,",7 ,
--- - "', .
VICINITY MAP _ ".
-
,
- � ...... :,,,: 131ST AVENUE
.
-
. �; I ......,
-
-
-
-
-
-
-
-
-
-
-
- . ..
-
-
-
-
-
- .
. . . ......... "" -
I 1'11111111111_111111111111_�
I ......____ I .. I
NOT TO SCALE 111111111111111111-111111-- . 11: ..- "I,\\ ",
"I'll - /F ,,,, " 18B. STREET SIGNAGE AND STRIPING LEGEND
"'
"I" , -1
11-1111" �.�
- I
"I...11 I"
,
...�,,11'111 -11, ,
I
PLANNER "I'll" ....._,__-`,..... / .................. 131ST AVENUE
.
..-. " 7`11", 1 0=%& r-% I 10,
PACIFIC COMMUNITY DESIGN, INC. . .W�L . 19. CONSTRUCTION DETAILS DEERUKEEN
PMB #519 GENERAL SITE PLAN 20. CONSTRUCTION DETAILS
13500 SW PACIFIC HWY, STE 58 21 . CONSTRUCTION DETAILS
TIGARD, OREGON 97223 SCALE: 121=502 22. CONSTRUCTION DETAILS W 0%0'DN D%`:'30
PH: (503) 941-9484 23. EROSION CONTROL DETAILS
FAX: (503) 941-9485
CONTACT: STACY CONNERY, AICP UTILITIES & SERVICES 24. BRIDGE DETAILS
D EVE LOPE R/APPLICANT 25. BRIDGE DETAILS
CIVIL ENGINEER POLYGON NORTHWEST WATER: CITY OF TIGARD WATER DEPARTMENT LI .0 LANDSCAPE PLAN - BUFFER AREA
PACIFIC COMMUNITY DESIGN, INC. 109 E. 13TH STREET STORM: CLEAN WATER SERVICES L2.0 LANDSCAPE PLAN - WETLAND MITIGATION AREA
VANCOUVER, WA 98660 SEWER: CLEAN WATER SERVICES �
PMB #519 GAS: NORTHWEST NATURAL GAS L3.0 LANDSCAPE PLAN - VEGETATED CORRIDOk
13500 SW PACIFIC HWY, STE 58 (503) 221-1920 FIRE: TUALATIN VALLEY FIRE AND RESCUE L4.0 LANDSCAPE PLAN - TEMPORARY IMPACT AREA
I TIGARD, OREGON 97223 CONTACT: FRED GAST POWER: PORTLAND GENERAL L5.0 LANDSCAPE NOTES AND DETAILS I
PH: (503) 941-9484 PHONE: FRONTIER
FAX: (503) 941-9485 SITE INFORMATION C�ABLE: ELI LIGHTING PLAN
CONTACT: PATRICK ESPINOSA, PE ECI . 1200C COVER SHEET COVER
I
SITE AREA: 7.73 ACRES EC2. EROSION CONTROL NOTES & DETAILS
SURVEYOR TAX MAP: 2S1 16AC EC3. EROSION CONTROL DETAILS I SHEET
PACIFIC COMMUNITY DESIGN, INC. TAX LOT: 700, 950, 951, 1 000, 11 00 & 1200 � EC4. EXISTING CONDITIONS AND DEMOLITION PLAN
PMB #519 IMPERVIOUS AREA: EXISTING: 8,490 SF NOTE
13500 SW PACIFIC HWY, STE 58 NEW : THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT EC5. GRADING AND EROSION CONTROL PLAN I
TIGARD, OREGON 97223 PUBLIC ROW TREATED ON SITE: 37,061 SF NO UTILITY' INFRASTRUCTURE IS DESIGNED TO BE I
PH: (503) 941-9484 PUBLIC ROW TREATED OFF SITE: 20,307 SF WITHIN ONE (1) FOOT OF A SURVEY MONUMENT :
PRIVATE ROW: 9,576 SF "
FAX: (503) 941-9485 PRIVATE PROPERTY: 3,051 SF LOCATION SHOWN ON A SUBDIVISION OR PARTITION
CONTACT: TRAVIS JANSEN, PLS PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD I
LOCATION CHANGES SHALL BE PERMITTED IF THAT
GEOTECHNICAL ENGINEER WASHINGTON COUNTY BENCHMARK # 934, SE ANY UTILITY INFRASTRUCTURE I
BRASS DISC SET IN CONCRETE NEAR THE SOUTHEAST TO BE PLACED IN THE PROHIBITED AREA. I
GEODESIGN, INC. INTERSECTION OF SW 125TH PLACE AND SW FISCHER 1
15575 SEQUOIA PARKWAY, SUITE 100 ROAD, 29 FEET SOUTH OF THE CENTERLINE OF SW AS - BUILT
PORTLAND, OREGON 97224 FISCHER ROAD, 35 FEET EAST OF THE CENTERLINE OF These As-Built Drawings have been prepared based upon
PH: (503) 968-8787 SW 125TH PLACE, 1 FOOT SOUTH OF BACK OF red-lined plan information provided by the construction
FAX: (503) 968-3068 SIDEWALK, (,-.ontractor, field survey of manholes, mainlines and service
CONTACT: SCOTT MILLS, PE, GE lateral location markers for both sanitary and storm utilities,
ELEVATION = 157.815. ATTENTION EXCAVATORS :::...P OR oonstruction staking field notes (when applicable) and field PROJECT NO.: 395-006
", (. ring construction inspections. The location CWS PROJECT 9428
ARBORIST OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON and elevation of underground utilities shown herein are 4716 'TYPE: AS-BUILTS
UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR .- approximate only and inust be field verified prior to any DOWNSTREAM SANITARY MH #64612 REVIEWED BY: PRE
I WALTER H. KNAPP & ASSOCIATES, LLC 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF 0 1 connection thereto or excavation in the immediate vicinity CITY OF KING CITY
7615 SW DUNSMUIR LANE NG 503-232-1987. IF YOU thereof. PLANNING CASE FILES 07-05 & 12-01
BEAVERTON, OREGO HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE DATE -2j2--g (.M
PH: (503) 646-4349 . CORPS PERMIT #NWP-2010-139(l)
CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS 3 - R DSL PERMIT #47740-RF
: FAX: (503) 747-4863 BEFORE COMMENCING AN EXCAVATION. CALL 811 'i
CONTACT: WALT KNAPP
',
- LN: \proj\395-006\09 Drawings\05 Asbuilts\Sheets\395006.(l) Title.dwg - SHEET: Title Feb 28, 2013 - 10: 31arn jeff ' WASHINGTON COUNTY CASE -FtLE #07-1 937 1
'
''
'
'
'
'
'
'
'
'
''
'
'
'
�
�
'
'
DEERCREEK WOODS #m0faillyr
00".M% -
oio�� 64*0#11
N .! e
-
9
1 LL r--a
'
I
1 j2 "'.,,, I
_,_j 'k`�,
I [ ::�
�
�
I
____ - __________ __-,�----"--��",-,--�-�-----�-��,.�--�____ ___ -----,-----,,--�------���-��-��, ______. _______,___ "-,-,-, __ __111 -1-11-- -_ - - - 11 �-�----'',-,--,--�------,-,--,"''--"-�--�--------________._,______,______,---"-------- _________________, __ -
WATERLINES: -
1. An estimated 1. percent of the water system cost rust
be Ql deposit prior to beginning nlr
construction on
water lines,and to receive a TT?WCr at T
d Public Works,
�1ftL
f Division)s
tared
approval on
construction
plans.
. The rbltficrQishall maintain le set n€ lI�
stamped e_ _
approved �
Exs z
the rbzatuczorsite
all
ttrr3es.
STORM SEWERS:
GENERAL CONSTRUCTION NOTES:
1.-ALL STORM 0 SEWERN
CO STRUCTI N
0 AND ALL MAT R
E IALSHA
S LL CONFORM TO THEI
APPLICABLE B
LE
"
-
'
[ ] 50
39
41 94
84 �F�
,5,
0
3 41
9
48
51. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLESECT10NS OFCLEANWAT R SERVICES DESIGN AND CONSTRUCTION N STANDARDS - � ztz FT1� ��titer Division,ib���hours Ifor to cQl€l�ticin construction to schedule a _e_
SECTIONS OF THE WASHINGTON
COUNTY;UNIFORM ROAD
' IMPROVEMENT DESIGN
`
'
construction meeting.x� Telephone 6� _
l'1
t 1
STANDARDS AND CLEAN WATER SERVICES DISTRICTS DESIGN AND CONSTRUCTION 2. ALL SERVICE LATERALS TO BE CONSTRUCTED AT AMINIMUM SLOPE OF ONE-QUARTER INCH PER
STANDARDS (RESOLUTION AND ORDER2007-20 . LINEAR FOOT UNLESS OTHERWISE S WNON PLANS APPROVER BY CITY DIVISION. 5. All xQr�shall 1C ft accordance with��� �I
�
(American ic�t 1�
titer �
rQ
r_s'
Association)onstandards.
2. EXISTING UTILITY_LOCATI S ARE APPROXIMATE ONLY. IN ORDER TO PROTECT 3. ALL EXISTING STORM SYSTEMS S
HALL BE
CLEANED AND FLUSHED AND ORIGINAL AL DRAINAG
E RESTORED. / inspected
all work� ilt '
�3lS e ted alf �Py
r� ed�t
��1
x
� titer �irI
si
€.
TE:
2/27/2013
EXISTING UNDERGROUND UTILITIES CONTRACTORS PERFORMING ORK SHOWN ON SEDIMENT, ROCK AND 0TH R DEB IS SHALL COLLECTED DISPOSED OF IN APROPER MANN R. IN
THESE PLANS MUST NOTIFY UTILITIES AND PUBLICAGE AGENCIES AT LEAST 48 NO CASE SHALL DEBRISBE FLUSHED DOWN A`
STORM OR SANITARY
SEWER FOR DISPOSAL. A
ALL REVISIONS
BUSINESS
.. ..... HOURS
IN ADVANCE OF, AND N0M E THAN 10BUSINESSI
ESS DAYS
DAMAGED I
RR
IGATION AND HO
USEDRAINAGE
AGE PIPE, DRAIN TILhS, SEWER LATERALSTERAL
SAN
D CULVERTS
RT
SHAL
L
� All
l
pipe
L
rd
fittings s Shall C ductile rtde IIQil Lel It_l_ilCd of e
TllaI tL
r
and l�
ce in de
USA. P
i
l
)_
eBEFORE BEGINNING EXCAVATION, INACCORDANCE NTH THEPR PROVISIONS F OAR BE EXPEDITIOUSLY. DEBRIS COLLECTED SHALL BE DISPOSEDINAC0 COMMERCIAL LANDFILL OR shall be tT tQntblot fCtllETrQrGas . . All fittings u derxse
NO. DATE
DESCRIPTION
952001 0090. LIMITS OF WORK SHALL BE PRE MARKED FOR THE UTILTY OTHER APPROVED LOCATION. specified. mecarltiLzt
LOCATORS. POTHOLE ALL CROSSINGS A5 NECESSARY T0 PREVENT GRADE
ALIGNMENT CONFLICTS. REPORT ALLCONFLICTS T0 THE ENGINEER IMMEDIATELY. 4. STORM SEWER
PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLAN N R
S CO C ETEKEINE R
0 CED
PROTECT
EXISTING UTILITIES E
S AT ALL TI
M.
ES'DURING
CONST
RUCT10N. CALL THE ONE PIPESHALL BE BELL & SPIGOT'PIPE AND SHALL CONFORM 10 ASTM C76-CL 4 (UNLESS OTHERWISE E
b Cover rfor i
atef 1<€lsf street ard_ lt� f_w-a
shall be 36
. Backfill shall be_1I
f
t_0f
gravel.
CALL UTLITY NOTIFICATION CENTER AT'503246-6699 FOR
UTILITY LOCATES. ANY
SHOWN). CATCH C BASINS AND CURB IN LETSHA
S LL BE THE T"P E SHOWNN
0
'
"
T
HE PLAN
AND SHEETS.TS.DAAGE TO EXISTING UTILITIES, WHETHER THEYsRESH SHOWN THESE DRAWINGS OR :
All
ax e Q e
i
n
t
iz nuts shall e within 3G
,
of finished edp'r
tide atle€xtzse valve,..operating'.
lit Cx
tclsf7€SNOTWILL BE REPAIRED ORRE REPLACED CONTRACTOR'S EXPENSE. 5INSTALL 110N 0F THESTORM R SHALL. ACCORDING T0 THE PRACTICE. �IlI �e required.ATTENTION. OREGON LAW REQUIRES ALL EXCAVATORS TO FOLLOW RULES ADOPTED PIPE LINES SHALL BE LAID ON A-
STRAIGHT ALIGNMENT AND UNIFORMRA
G DE BETWEEN STRUCTURES.
BY THE OREGON 'UTILITY NOTIFICATION
CENTER.TER. THOSE RULES SET FORTH IN 'P
IP
E BED
DING" HA
LL BE PLACED
ED T0
F
ORM A
CON11N
UOUS A
dD UNIFORMI ORMBEAR
BEARING SUPPORT
FOR
R"
T
HE
lI
*Poured c1
ncEcc
thrust
blocks
of at least eight
squareu
arc feet of bearing
i
z7sLrf
surface are requiredi'
i,c
d a
t each tee,OAR 952-0010010THROUGH OAR 952-001-0090. YOU MAYOBTHINCOPTES0FPIPE AT EVERY POINTBETWEEN JOINTS; PIPEZONE MATERIAL SHALL FIRST UP TO rxcs. and bend locations (sic details for zifnlftium bearingareas)- LIVE TAP ONLYTHE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONENUMBER OF THE SPRING LINE 0F THE PIPEANDMATE IAL UNIFORMLY HAND T0 INSURE PROPER
SUPPORT WITHIN THE PIPE"HAUNCHES.
ALL;BACKFI
ADMINISTRATION OFFICE FLL 1N PUBLIC RIGHT ' F W
E OR THE ` R0 AY AND OTHER TRAFFIC
E 0 EGON UTILITY NOTIFICATION CENTER ISAFFIC
p . T t
t !t
.�
_ l l: ,1 � _ . ._
ARA � -� :, � CI painted l�I�ie Shill b installed AREAS SHALL c. #<lled til front f x
L BE3 4 0 t Q �. ca. .�, inch xxiftei s
COMPACTED CRUSH R ,erx�ce lc�c�rfan and
503-232-1987). ED ROCK, COMPACTED T `� .� d
� CTED 0 95� PERCENT OF-MAXIMUM la i
DENSITY AS OBTAINED BY AASHTO
T 99C COMPACTION TEST. rcnatitz
r
until die lief meter is ifSta
ed.
..�
Il 2-inch
z ititer'sexrzees
shall �b
lsist of z
w �,
�
3
Ll
T
3. THE'CONTRACTOR'SHALL EXER EXERCISE ALL DUE CARE IN PROTECTING PROPERTYto tinc �t 1.11compression�tfifl as manufactured aetLre 3 . i ller Company.
THE ROUTE OF THE IMPROVEMENTS. THIS PROTECTION N SHALL INCLUDE BUT 6. STORM SEWER STUBS AND SERVICE LATERALS SHALL BE MARKED WITH 2X4 MINIMUM 8 FOOT
f
NOT BE L ,
IMTED TO
TREES,
ARDS FENCES,CES DRAINAGE LINES, MA
ILBOXES,._.
POSTS
WITH
ATLE
ST 3 FE
ET
EXPOSED
ABOVE VE GROUND PAINTED W
HITE
W
I TH
.THICK BLACK
K
PENN OR
I� _I
f
:�
dfaz assemblye
xbl
consists
t €' s Q
f a �_ _-
�
F
,
? � �a
l,C�
tee,
3, k
lfj.
L ��
gate
x
alxes
�
f
�
N
holdingDRIVEWAYSa SHRUBS, LAWNS, IRRIGATIONSYSTEMS WITHIN ANY RIGHTS OFWAYS ' BLACK LUMBER CRAYON INDICATING DEPTH OF PIPE, IF APPLICABLE), AND STATIONING. PVC PIPE s�boIi aldI I ode€ f T�xeltrCenturion fre l crat�.1.-� k.� 6 �tf� � 1 - Itt}, � 3f{ � > ,1z l�STAND EASEMENTS. IF ANYOF THE ABOVE BEEN DISTURBED, THEY SHALL BE USED FOR STORM SERVICE LATERALS SHALL BE WHITE IN COLOR.AS NECESSARY TO ORIGINAL CONDITION AS POSSIBLE 0R hose connection, I rAST lll�er 1._t3CftL rz operating tu -a c1Lz ltt <tzlur. Lltexx,REPLACED IN
KIND; 7
. .PRIOR TOACCE
ACCEPTANCE, ALL PUBLIC STORM SHALL' BETH THOROUGHLY CLEANED AND AS
Approvedd Equal:.
�fucllcr Centurion i 1.� ��atcrtbus Pacer 679I Clow
NIedallion
:
APPROPRIATE,RIATE M
A
NDRELLED AND
TV SCAN
NED IN
ACCORDANCE WITH
CLEAN WATER SERVICE'S CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN 0N THE DRAWINGS REQUIREMENTS NT FORSUCH TESTS.
lJ
Each.fire l.diailt Sl� b
€
€sttlled uponbl a
re_ILilf
l concrete 1Cr to ll c1�� .
n. - 3yards
cf f
crushed_
tAND ALL INCIDENTAL WORK CONSIDEREDIDE ED NECESSARY TO COMPLETE THE PROJECT IN
s
AN ACCEPTABLE MANNER drain rock.
Tarpaper fr-
will be laid.b top
c
f the drain rock Ld�e_ a">
1tC die€
Q .frrn earth criver.
U , T]-APPROVED D CONS
TRUCTION PLANS 0N THE JOB SITE A
T ALL
reinforced
iCCd C
'?
1Cre
#C'
jacket 6" thick liC_fQia distance
nce of
f 1(
_feet.Q
z
n
tz side of
t
the Lrbs
sl
t
�r
:l.e
i
eONESET F CITY 5. THE CONTRACTOR AND OREACH SUB CONTRA R SHALL HAVE A MINIMUM OF 1 ._.alt.sauLaz sewer lines axtivz ld feet laterall� QiJ£cct verticallyQf' xtiffr r�.n shall be encased
in
a AS-B%j
TIMES DURING EACH CONSTRUCTIONPHASE WHILE WORK ISBEING DONE. crossings-are nece.s•Irth list be made afiapproximately9( de �,tz t
ree. aL le:st IIFafseparation
i
APPROVEP'
Q .
6. ALL .MATERIAL;:SUPPLIERS
HA 'e.
SU L ERS MIT
SHALL SUB T 0 THE ENGINEER PROOF"OF below the water IlIl
MA
TERIAL S TESTED 1N ACCORDANCE <NTH SPECIFICATIONS. Y
0 S B ACCEPTANCE OF
I f
� ill rrs.
® 'Lffl 1'V1tIz 3 :`f
THE CONTRACT s < static pressure u to 10E1 S€ �
C 'RUTH.:...THE OWN R (pounds per square fizcl S
E DEVELOPER THE .CONTRACTOR CERTIFIES L l l€all be tested, �
ES THAT 1 0 s€.t
1�_ P l�
a 9__ _
Qi I
ALL-MATER,IALS DELIVERED
T0
THE JOB SITE WILL MEET OR EXCEED THOSE
'
hour
�
i l
< ll1
�Iilu> l lass
_�t,5 sr
Water ter
illLi
ls ffLla a,sia{1c res
sure
>y�
ea >r
than n 1
'
{
>
1Lll Le
SPECIFICATIONS. ANY MATERIAL NOT CONFMING SHALL BE REMOVED FROM THE 1. ALL GRADING G ON THIS S TEHALL COMPLYWITH RECOMMENDATIONSS SHOWN IN THE pressure,tested E#1> titrestie static pressure fQr 1 zour with a mi9flur1 loss al�psi,AT NO ADDITIONALCOST TO THE OWNER. GEOTECHNICAL REPORT PREPARED BY GEODESIGN INC FOR POLYGON NORTHWEST COMPANY JULY :
P
F
25D .201.
1, PROJECT. POLYGON 109_02 AND UNDER
THESU SUPERVISION OF THE GEOTECHNICAL ENGINEER.GINEER "
<
iN
7. FOLLOWING SUBSTANTIAL COMPLETION, THE DEVELOPERS ENGINEER SHALL If. iJ blyatiSf�CtQ€ r completion sfine 3Cxflfl411CCfll�CtYalS t Tistfil 2ll4.shall be 447_
£F
_
A
PROVIDE THREE PAPER-COPY, ,AS BUILT AND RECORD DRAWING G SETS OF ALL2 ALL TREES SHOWN T0 REMAIN ON APPROVED PLANS SHALL NOT $E REMOVED WITHOUT cleaned Slledx�th �otl 4ltei prior to dfsLlffitfb1. Fl lzfnfvelocities shall be at least 15 feet
/
SHEETS IN
THIS
PLAN SET
PLUS ANY APPROVED REVISIONS. AFTER WALK
THROUGH AUTHORIZATIONTION FROM THE CITY OF KING CITY.
per second. Disinfection shall be tz accordance rr�tz ��x,
�� � Standard ldaid X51_9
2
t18
s
tat
e
IIealtl
AND PUNCH-LIST PR PARATION
ITV Y 'CREWS,
B C THE CITY INSPECTOR WILL
�fxtr
ion and
�€tx. requirements.Lllr-L, 1Ln
ts, lze continuous
'
reed method€f
d
isir£ert b
l,_
shall lt
b
el
s
e
.
9
-
OREGON
3O1N
REQUEST REVISIONS TO THE AS BUI TS AND RECORD DRAWINGS. THE DEVELOPER'S 3n�eCtlYh1IStile Shalt be a chlorine-water solution laxa1h a'fr.e chlorine le r�sidL2l �C51 rx lENGINEER SHALL THEN PROVIDE ONE SET' F MYLARAS BUILTS AND RECORD
DRAWINGS AND AN ELECTRONIC COPY IN AUTOCAD FORMAT DXF OR DWG FILES £lliiiSrtiter). Te d;filllectinz mixture be prepared � injecting a.cLIctcalcium/sodium ,
p
�
R.
E
S
ON DISK TO THE CITY INSPECTOR, PER CITY STANDARDS. hypochlorite
ochlorite and water solution fl#Q d-ie_ tr
eli#e at a measured rate vI
lc fresh(potable)
water is
allowed to
flow through flzc € elllze so thatthe,, EXPIRES. 1
cl .� . 2..31.. 1
llorine Tato soIuuQri is of the s e` �-f 3
13 pipeline
lr
cf.ed strength.
8. THE CONTRACTOR
_
SH...A
L
L
NOTIFY
I
FY THE
CITY AND CO
U TY INS
PECTOR AT
T Treated
iLcdlc
h
l�rfnatcd
xatcr
shall b
e retained
afn:
d
L
n die
f_
e
-
I.f_
l.c long e
n-QL;
'h
to de
s
tfn
.a
all
i
b_
z
s Qre_
f
ar
;x
Sl
SANITARY `48 HOURS (TWO FULL WORKING DAYS PRIOR TO BEGINNING THE PROJECT. bacteria.Typical retention period _ .hours. �t t end,cf the��-]CIi ��_i d the pipelinelile�� tQ.have aCONNECTIONS BETWEEN EXISTING INFRASTRUCTURE AND NEW WORKSHALL NOT BE free chlorine residual of a least 1 }Ii t Attoz ��t1s�iCtcr cl�lT£1?trLl5 flush iie water from die lineMADE UNTILNECESSARY INSPECTIONS AND TESTS HAVE BEEN COMPLETED ON THE Lltll thewaterdlrOLbIQux llc i elf€le is equal clef f rll ald bacteriologically ta the irmareltsource
NEW 'W RK AND IT IS FOUND T0 CONFORM IN ALL RESPECTS T0 THE
'
1 ALL SANITARY
ARY. SEWER CONSTRUCTIONl N
AND ALL MATERIALS SHALL LL CONFORM TO
�{supply
_
REQUIREMENTS 0F THE PLAN AND SPECIFICATIONS. THE APP I ABLE .
`SECTIONS OF AN
LE WATER SERVICES DESIGN AND "CONSTRUCTI N'
0
TA
SN. DAR
DS
Dispose of dic d�sLnfeitfcYaLer in anapproved bxed narzcc`. ib not< �x
dist�fectiQ
n'xra
tes
to flow,
into
i1 x�taLc � x
t
sxx D x-iLllbut adequate dilution or atlzc,r
x satisfactory methods s tb_ eth�d. Qf l;edL€cai� chlorine rx hlbs€Ile res
idL€els
2. ALL RVI residual$ tb a
SERVICE .LATERALS T
0 BE CONSTRUCTED AT
A MINIMUM SLOPE OF �l ,
ONE-QUARTER INCH PER
LINEAR FOOT UNLESS OTHERWISE SHOWN ON PLANS safe level
c
las mandated by DEQA
fer disposal and
flushing of the
disinfection
sal,,a
tiex
x
there,will be
APPROVED BY THE CITY LDNG'DIVISION. albtl2. . fieltlbl--period bacteriologic-,A r€bito teStrl . .3�'Bacteriological cLI te�is xxnll_a� taken b. D E FE R(D., E E K
3. INSTALLATION L
0 OF THE SANITARY
SEWER SHALL
BE PERFORMED ACCORDING TO 1
STREETS AND STRUCTUR.AL FILLS ;THE STANDARD D PRACTICE. PIPE LINES SHALL BE LAID ON A c
TRAIGHT ALIGNMENT L GNMENT
r
AND UNIFOR111 lip ill 11111111111111111111 all 0!111101015MM 0 M GRADE BE N
TWEE STRUCTURES. PIPE BEDDING SHALL BE PLACED CED TO
FORM A CONTINUOUS UNIFORM 0 BEARING E G SUPPORT F
1. 'A OR THE PIPE AT EVERY WOODO
ALL .TREES . BRUSH AN
D DEBRIS WITHIN THE M
E LI ITS'OF THE RIGHT-OF-WAY G OF WAY AN
D
ON THEAREASTO BE FILLED
SHALL BE REMOVEDOVED ANDD DISPOSED
0F BY
THE
POINT BETWEEN
WEEN
JOINTS PIP ZONE E
MATERIA
L SHALL
BE FIRS f PLACEDUP
TO
THE
CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS OR FLAGGED IN SPRING LINE 0F THEPIPE AND MATERIAL UNIFORMLY COMPACTED BY HAND TO
INSURE PROPER 0 ER :SUPPORT WITHIN'THE PIPE HAUNCHES. ALL BACKFILL IN PUBLIC
RIGHT
G OF WAY.. AN OTHER 2. ALL AREA F D 0 ER TRAFFIC AREA,
S 0 CONSTRUCTION S SHALL BE 3/4"-.0-_
CTION .SHALL $E STRIPPED. STRIPPING .COMPACTED
G SHALL :CONSIST:
OF REMOVING THE TOPSOILHUMUS. STRIPPING MATERIALS SHALL BE PLACEDCED 0R CRUSHED ROCK COMPACTED CTED T0
Q5� OF MAXIMUM
DENSITY AS OBTAINEDTAIN
ED BY AASHTO
T-99 COMPACTION STOCKPILED C ON°TEST.
C LED' BY THE CONTRACTOR ON SITE AS SHOWN ON P
S 0 0 THE AND PER
INSTRUCTION BY THE INSPECTOR,'
SPECT R R
0 0 HAULED OFF SITE TO AN APPROVED
LOCATION. 4. ANIT
S ARY .SEWER STUBS AN RVI
D SERVICE LATERALS SHALL BE .MARKED WITH
2"X4",
9
MINIMUM
8 FOOT POSTS WITH AT LEAST 3
FEET EXPOSE
D ABOVE
G
R UNDP
A
IN
TE
D
_
;-;
' ,
.
,
11111911111111111111 1,11 11111111111111 111010r<
tcm
�
L
stx
will
ll3. EMBANKMENTS AND STRUCTURAL FILLS FOR ROADWAY CO CONSTRUCTION OR GREEN, THICK, PEN OR LUMBERCRAY0NNDIC TING DEPTH OF
TO BE CONSTRUCTED ONBUILBLE AREAS SHALL BE CONSTRUCTED FROM PIPE LOT ' IF APPLICABLE AND STATIONING. PVC PIPE USED FOR SANITARY he€ s alled h3 TP� upon tadixfdLat re Lest;nd payment � others Q�ner . All meters
CailleCtLd 3rraEXCAVATEDMATERIALS ACCEPTABLE TO THESO LS ENGINEER EER AND SHALL BE SERVICE LATERALS SHALL BE GREEN IN COLOR. tai1 , ti7l s s cHost-ILxc die proper€r Oregon State approved lacldr � r EltI 2
BROUGHT TO GRADE IN L
IFT
SN0T?OEX
EXCEED L00SEMEASU E EACH LIFT device,ICL>HeryrLl of aAC �� bLb e Check l:
ive Assembly)
_installed
on the property.`
side of die
SHALL BE COMPACTED TO
95
PERCENT
C..
E
NT 0F MAXIMUM DENSITY AS OB
OBTAINED BY 5. PRIOR
ACC
EPTAN
CE ALL
PUBLIC
SANITARY
RYSE
SEWERS SHALL L
UBE THOROUGHLY
; LY
xvzt
et meter.
InfCdt:
Qn3every
meter
for r cQ er
r�rl ttult £aflflr
i
I
1dLs
tr
za
l r
and Ins
t
ltl
tl
Q
-
z_al
=
Service,
AASHTO T-99 COMPACTION TEST. COMBINATION TEST RESULTS SHALL BE CLEANEDAND. AS APPROPRIATE, MANDRELLEDAND AIR TV SCANNED IN regardless of size,s-,lt have Ttiedeviceproper_Jre o State approved l i#rxrPre et##7CflirrflLil of tSUBMITIED T0 THE CITY INSPECTOR. ACCORDANCE WITH CLEANWATERSER ICES REQUIREMENTS FOR SUCHTESTS. _T�� A Installed on the propert),sidethe nE#cz The backflow reveltiQa dex�lte shall be installed
<f r
and tested b rile x r.
4. FI' t QLilC1 x€ttl ttleresults fanx•�i
LLS SHALL NOT BE CO x <fded to TP��.T`f:Lter.Ulv€sten efrarexc r
CONSTRUCTED N NATURAL
titer-services c�.fz
TE 0 TU L SLOPES STEEPER .THAN 2
HORIZONTAL T0 1
VERTICAL.
ALL FILL SLOPES SHALL NOT
EXCEED 2 HORIZONTAL
begin.
TO 1 VERTICAL. NO ROCK
ORIMI AR
S L IRREDUCIBLE MATERIAL WITH A MINIMUM U
N
D1ME SIGNR A R
GETS THAN 1
2 INCHES SHALL BEURI OR ,
B ED 0 PLACED IN THE FILLS.
5. IF SPRINGS OR GROUND WATER ARE .ENCOUNTERED DURING`-:CONSTRUCTION,
;THE
CONTRACTOR SHA ADVISE LL D SE
THE SOILS AND CIVIL .ENGINEERS OF THEN
CONDITION ;
FOUND AND COORDINATE ACTIVITI
ES IN A MANNER THAT WILL ALLOW THE
t ,
ENGINEER
5 TIME TO REVIEW
THE SITUATION AND PREPARE P
E E A PLAN
TO PROPERLY
DISPOSE OF THE WATER
ENCOUNTERED FOR TE ED 0 CITY APPROVAL AND PER CLEAN
WATER SERVICES'REQ UIR
EMENTS. ..
Pl✓ 1LTIOTV OF�'AL SES l?�I`'I' E"T'IA3 WATER SERVICE AREA lS PROHIBITED
6. ROCK BASE ASPHALTIC
C N R
0 C ETE PAVEMENT, CUB A AVEMENT CONCRETE PAVEMENT R AND
SIDEWALK`CON TR TI
S UC ON SHALL BE AS SHOWN.ON THE TYPICAL SECTIONS AND
T
DE AI L SHEET AND IN ACCORDANCE '
CE WITHTHE ABOVE REFERENCED SPECIFICATIONS.
7. THE CONTRACTOR SHALL AN ALL LL SPILLED DIRT GRAVEL OR OTHER FOREIGN
E
MATERIAL CAUSED BY THE CONSTRUCTION
OPERATIONS FROM .ALL STREETS ES AN D
1. ANY N REVISION T
0 APPROVED PLANS MUST B N
.I
E UNDER THE DIRECTION OF THE
ROADS AT THE CON
CLUS ONAY F
O EACH D OR OPERATION. CLEANING SHA Y
LLBEB
ENGINEER F
E 0 RECORD OR COORDINATING i
DESIGN PROFESSIONAL).. 1T SHALL BE ATGRADER
AND_FR NT_ N
0 E D LOADER, 'P
D HAND SCR
DE , SU PLEMENTED BY POWER BRUSHINGAN ,
THE DISCRETION ETION'-OF THE :.CITY S PROJECT INSPECTOR
S ECTOR AS TO WHETHER THE REVISION
LABOR UNLESSOTHERWISE 0 E SE
APPROVED BY THE CITY. THECONTRACTOR CTOR "SHALL
IS SIGNIFICANT C NT ENOUGH TO WARRANT REVIEW Y
B THE 'CITY ENGINEERING PLAN
AN
FOLLOW ITV A
C AND CWSR
E 0
SIGNNTR -'
CO OL PROCEDURES.
REVIEWTAFF. 'IF
S SO THE ENGINEER SHA IT
LL_SUBMIT 5 COPIES OF THE
E
8. AS SOON AS PRACTI A
L
AFTER
COMPLETION OF ALL PAVING AND GRAVEL PROPOSED REVISION;
_NO WORK AFFECTED BY
THE REVISION SHALL BE DONE UNTIL
SHOULDER
RESURFACING, THE, SHALL REMOVE ALL DIRT MUD, ROCK APPROVED BY THE CIT_
Y SITE DEVELOPMENT ENGINEER. THE CITY '
INSPECTOR AND
GRAVEL AND OTHER FOREIGN GN
MATERIAL THE PAVED SURFACE AND 'STORM
THE ENGINEER OF RECORD MUST APPROVE ALL OTHER CHANGES PRIOR TO
I ' F
DRAINAGE-:SYSTEM. IMPLEMENTATION 0
O THE CHANGE.WORK HOUR LIMITATIONS:-
PROJECT .:
395-006
: -
S IL'ES
ALL WORK SHALL BEN
CO DUCTED BETWEEN THE 'HOUR F_7.
S 0 00 A.M.
AND_6.00
P.M. ONLY.M. ON WEEKDAY N Y. N
0 WEEKEND WORK WILL BE< ALLOWED. 'REQUESTS
.FOR REVIEWED Y: PRE
VARIATIONS 0 S IN WORK:HOURS 'SHA ` M
LL BE ADE IN WRITING ANDA
SH LL BE APPROVED
BY THE CITY.
N• \ProJ395 006\09 Dr2wm9
s 05 AsbuiIts Sheeis 395006 2Noresdw9 _ :.
SHEET. Notes Feb 28 . 2013
10.32am_Jeff _
WASHINGTON N
COUNTY Y _CA
SE FILE E 07
9 7
;EA
INST LL 8
I
_ .. AT :VALVE
GATE
(AT REUT RN 6
3
6
..
40
39
38 37 34
35
U
-41
1+54
7 -t-4 3+72 . :;
241'
3 ..
77 I ..
l
LF
5:_ 2 F 2 LF
.. 1
s_ LF
L
LF
LIF
S 0
.020 % �_
_z LF S 0.02 IO
, S .0200
S 0 02
_ S 0 20 :�
.� �. _ _ S Oe 0200
,. S 0.0200
FI e44
i.
42 s _ _
E
., I
0 eg _ _ 1156.
i .. S 0 020 ' _ IE
155. 2
. E
1
E
. 2
4 — —.—
_ 2L
i
3
1E
, SS
z y _
i
1
S 0e020
1
i. 1 _`
\
:
I _
t , _ 1 0_
4 IE
i \i — .0200
S
� .< T
N I N TO B E \ � .: 503-941- 503-941-9485
XI TING MAI L E 94
E s . . 84 F
�
,.
i I 5
� _)S=0.0200
I
E
t
INSTALL
VIDEO INSPECTED 2 ..
DEO i
. � I
s
.. t
IE
✓ .:
'PR POSED
a
FROM 0 .-
_ X8 -TEESANITARY LATEP1.41- NOTE
i
� _ 8 ._
1 .8 ®
TE �E
a
t
S 3
ss
S
t _
ss
-
MANHOLE _ .
R WS S
MANN LE FOR CWS ss
. _ s - ,
3
ss
s
RESTRAIN
t .
E
{
_.. . Y `LATERALS ARE T 4
=SANITARY L E LS E 0 BE
t
ALL S
ACCEPTANCE
CCE _.
_.. _. ....... .. ,\\\\,.\\\...._..._....tea
. ALL -JOINTS
.. W TH A MINIMUM SLOPE OF
D99� u
D 303
4 PVC I
.�� ..
DD N
sm
Y
�\ 2/2712013w
w
T PICAL
5 � w
. w
1 w
w 4 SERVICE MARKERS ARE T0'
w 7. A 2 X
/ w
u�t 2 o ALL S
S n
u
iREVISIONS
e. .. . N.28 LF '
_ BE COL
OR CODED
GREE
s
4$
i _ \
-r
4 '�
_ IDESCRIPTION
is _ IP . .
5
8 D
\� INSTA INSTAL 8
WS MH -
M
C _
.. _. 090 G0
r
M
WAT:....
S
w.
.. m ERLINE
.... w.,.. �' 11 1 4 N GATE VALVE 2 1 ,
64b13 � _ �' BE D _._.
'� _ 157.7 -
# _ IE . �-
1
s
— — — —
a A
T RETURN
u
R TRAIN . .
\ \
ES \.
_.
2$
0
1
1
, E $1 \
8 DIP
A J 1NT
2
\ LL 0 ..
INSTALL FIRE
n\
t. L
.�. S ALL E
1+5s 5 LF
WATERLINE
F
HYDRANT
i
..� (TYPICAL) S 0.0200 S=0.0200
Oe 00
F
_ S 2
. 1+23
-S 0 020g
._. INT
_
D _ \
92
INSTALL � — —
LL
M Y-
_ ASSE BL
M IE . E
1 4:63 \
�... .0200 cn
. S 0 __I e
..� _ F
L
�.. ...�
w
s7
_ ' .as 2 L
1 1 _
1 4
4
COT TAI o 2
I 152.6
1
DETAIL TO EXISTING 12 ,
/ E
CONNECT
0$ 2
S 0 02
00
4
i3
4
9
50 E I
S=Oe02G 0
EN -4�., nc
BEND _ 3
,
47
WITH M .. .,
WATERLINE i JC
DIP
4
0
E
,
\ N STALL FIRE
I
. 'S0s �
\
1 X 8 _
432 OR EQUAL 2 2 \
Q
RESTRAIN _
a
2
Y RANT
S 0.0200
H D �
D7:
V _
PIN SLEEVE TAP G SLE
. ALL_ JOINTS _
4
INSTALL 2 1 SERVICES
I 149.32 5 J
E
ASSEMBLY
Y ,
K PER
a
S
INSTALL
THRUST BLOC k
. :: I A T
h
TYPICAL
TAI 42
3 AND 5 8x3 4- METERS
(COT L5
t
MANUFACTURERS -
\ E. 0 ---+PER T ' TAI -TYP.
S 0 20 E CO DETAIL 520
E.
1
I I ATIONS'
SPEC F C
51 1
E
TRAC
44
I
\ X57.®
2...r ..
2
.. F �+
2
T G ..
: +3
N
Q ��ppff .� \
_ 27 LF
O
1
t
a \
2
0
5-0.02 0
2
00
I
o
.\
1
a —
a
a a
ISSMH
i�
5$5�
t
sa�
8
MH
52
S=0.0200
-BUI
\
IE— . ,
0
AS
15&7 �
r \
_ \ TERRACE' t
-sw �s��ao
ss
REMOVE XI TING::BLOWOFF
r
E S
YI
®► is
W
INSTALL . -.
CONNECT TO EXISTING S
• >:�. . :...,, IP WATERLINE AFTER
e D
-4 ,,N . .
5 BEND 2
� )
- TESTDISINFECTION.
,, D ES D
n 8 DIP
b
_7 R MIN. NOTICE
2 HOURS
.. P
_RESTRAIN''
WATERLIR�E
R
F
TCONNECT.
RE UIRED 0 '
. LF
Q
N
ALL JOINTS \
C
r .
WITH WATER
F
. COORDINATE w
TYPICAL
.. S- e®200
1
_ 447 E_ _
.. I e
02
DEPARTMENT.
. . E
_. INSTALL 1 1 SERVICE
A,
OREGON
•..�
r
'AND5/8"x3/4" METER
:
3 `O
:. 9
_ - PER COT 'DETAIL 520 TYP.
kS
R
E_
EXPIRES: 12-31-13
9
' CLASS B -GRANULAR :BEDDING/BACKFILL CWS .DETAIL 5..0
170
` 170...
PROPOSED ..GRADE
12 ST
PIP
OVER SAN ::
— -
>GRADE OVER E
EXISTING
PIPE
3 MN - - —
OVER
0 STM
COVER wo
R
8 WAT 10 TM
.10 , ST
S
: N 1A�AT
WATERLINEOVER
UNDE R W T
U DE
FLEC E
DE SAN OVER SA
160 _ ....�.._......._._.M..
160
OVER AN
7D
_S ,
05
MIN CLEARANCE
D
. , ROPOSED NE
1 TM
L
.- 0 S
1 ...
4 ,
0 S ..
. N
OVER ' SA .. 9
0 E .. _
pp
OVER SAN -78
1
Q
S
4.
TM
r
9t ... D E .._ E
_.... E
_ R —
.� _. 3
10 ST WAT .. 3
N ER ._ _..
,- U .. D A
.. .._ 48
AT ....
P _
OVE W
_ 0.
NITARY SENER (a 4��
a
= PUBLICO
_. 3 .
_ 3
.. 1
_ 8
1
F
._ 42 ,-. ,
o
. . w
_ Q f,
T
A
R
Y
E
0SANITARY
_. O J
_. S
N
t
_ d
n
1—
W >
ui
t
c_
.. J r
�.....
_ Q
— 159
w
iN
P r
LINE A8 STM
` 150
150
2 ® t-
z
3
D AN..
. OVER S
a 0
0
._ W z
w
D �.
000 w
W
EXISTING D II
....E >c:r
S
0
c
MIN CLEARANCE
Eo f-
0 5 LE
v
7 �
v
ro
:25 F
03 _11
L
R _
0
_co
E
o
1n
W
. _ cn
J
cn
. BETWEEN 'SANITAWATERLINE
RY z
9,, BE WEE S ..
d
2
�(
8 D 303 r
P J
A
O
3 co'..
r
. ..... N T T RM
_ P
LA ERALS ANDS 0
r�
.� U
L_
S o _
'w
to w
Q
r�
� 11
_
SAN SEWER , . II _
11
_ m PLAN &
MAINLINE A CROSSINGS � ¢>
0,0036 w
c�
co
f—
I '
c�
. , _ 1n
c �-
II
1--
F-
tn _
d
cv
coLo PROFILE
.— ..
cv w w w
II-
11 11 _
O O — — —
w ii �
d-
O �
U �
> C5 _
J
to
z-
O O
._
O
!— r .d' 00
to to � x Qa
Q
n t/') �C'00
Q
tV .,.
- w
r7 00
M �
ED
1--
L
ND
W
W
Q_
�O
M
J ¢
v J _ O ;
W
U
O
_ O_
p �
O
2
tf�
W
�LL. c
1r9 5 ,
II
140
140
cn v�
Q
z
_ u —
cn cn N x ao
r` $
r
c pp
M
X
f- X
h!
O
U
J '
d-
�t W
W
tn . I
Lo w
-,- -w
¢
LL
o vi 1n
to IY
0 r-
_ o
o
d
I
0
rt n
wo
n
z,
X z
,tn wWUw
n
O
NII
(O W W
d
0
X H -
w cn 00 ao PROJECT NO.: 395-006
PE: AS- UIL TS'
0+00
1+00
2+00
3-F`00 ' 4-4-00
5+00 6+00 REVIEWED BY: PRE
ALE
PUBLIC SANITARY LINE A & WATERLINE PLAN & PROFILE sc
so o
-15 30
8D 9
HORIZONTAL SCALE: 1 =30
1 INCH
=z30 ,FEET
98 D
VERTICAL SCALE: 1"=5'
' COUNTY TY 'CAS
E FILE 07-9:37
WASHINGTON
1 Feb 28 2
013
. #
NY-_ La o
Ut
A. w SHEET:
d ,
he 5006 8
Sanitary
r wm s 05
Asbui is S ets 39 jeff.- ro 39
5 006
09 D a
�P 1
9
9
12
m.
= \
18
17
16
15
14 13
Lx .
19
11
r
9+ 3+84:
, 34 2-x-1 2 -F 0 -�-
1+80
32.7-31 Lf
w
�.7 .� F 2 LF
2 LF
LF _ T _
50
, 3 941
_ x 9
484
F
1 503 4
9 1
\ 94
85
♦
00
_ 4
L`4 _ _ _ _ - S-0.0
S . 200
, __S .02 0 S 0 020
0 200 _ -S 0.0200
t S ®.0200
<. S O.®
\ _
, \ 0+98
1
SS
MH
F
.7
1 1 _ IE
L
� 1 41I
E e
x __ IE .7
21
1 .r 1:2.7
E _
NIH E
MAINLINE TO
SS
EXISTING E BE __. SANITARY LATER
1
I LF 0 %AL NOTE
I
�o _
_ 0 0200
0+53 s _
VI INSPECTED I N S 0.0200
DEO 20
R
. I
1
5g.7
_ ,: A AN
{ ALL SANITARY A
_ L TERA A
LF _
1 1.
LS RE TO
BE 4 ,
ADIRECTIONS FR M E
so
ALL0
.. . . .. D 303 PV :WIT
2?/273
C H A MINIMUM 1 , . SLOPE OF
PROPOSED MANHOLE FOR
.� . .
..
.. .. 2 o ALL X4
2 SERVICE .MARK
.� ER A
♦
_ S RE TO
ACCEPTANCE
z ___,
K
4
CWS CCE CE .
tll 4>
BE R
1 \ COLOR COD
�... ED GREEN. REVISIONS
. L SS ..
S s 200
SS
SS S
a ,SS ..
L
\
E
, I 'T1
SSMHIIE\
- r
t
-.. _:. \
u X1.5
2 ., _
• . :. .., ,
SV/Ca® 1 4
+
0
SSMH
\ w
\ w � w ,
,
\ L
\ \ �®g
1 ,
ti
3 L
. I N TA F
_ S LL IR
E
\
HYDRANT A
, D ASSEMBLY
S MH' 3.
� E BLY
R -TR _
as _»__ _.. I N
S
TA
ES AI
a ALL
T T
(COT DETAIL 54
a
6 6 2
, 2
i
-'1
v )
A
# TS
a M'
INSTALL
Q\ R
59.6
, ... \ END 2
> L .
11 -1 _ _' __ _ YPICAL
}
w . ,
.. > ..BEN
D
-F
32 l
x
,. 8 D
IP >ss 3 7
� .2 �s.
9
LF 3 _ 39 � .
F
WATERLINE 39. L
L
/
9+ 4
2
z _ _
v S Oe V S=0.0200
\ S 0. 2 S 0. 20
...�\ � 4 4' S 0.020
x
�.
2.
r ,
® _
0+94
IE I 1E
INSTALL
. . _ S=0.0200 S LL . . ..
�. .., .1 e3 1 1 _1x7.1 1.7.s 157.13 1 _ 2
\ / LF 155.6 .
11 1 4 /pp���ppgqa, _
,�• E
f) 1 / _
30 LF .2
S 0.0200 �
2
7
8
52.3 28 29
.. 31
33 �
T EXISTING .--- 2 6 3
CONNECT0 E S G 12 2
'BEND 25
• LF _
1P WATERLINEW
3
E .
S 0.0200
D WITH JCM
x ... _ 8 DIP
RESTRAIN
4
S 0 0200
11
,4 R A .. _
4
.. 320 EQUAL L12 X8-
Q
WATERLINE 1
i
\lE
_ E 60 2
� ALL JOINTS
� S 0 200
TAPPING SLEEVE
\ ,
�L
..
:� IE-
INSTALL THRUST BLOCK PER
a .> TYPICAL ,
.� 1 „
Z 3
INSTALL 1 1 SERVICE
I
� 1
MANUFACTURERS ®J
N TA FIRE _
,
INSTALL I E
22
5+s
P AND -5/8"x3/4" METER .
SPECIFICATIONS \
S
HYDRANT\ D
T TAI TYP.
3
ASSEMBLY
\ 29 LF
CO DE L 520 .
... 5-0.0200
2
COT DETAIL 542 I
E
gAS u
160.5
INSTA
r
S LL 2 1 SERVICES
CES
:I
N
A D_5/8"x3/4" M
ETERS
I :.
SS
COT DETAIL
520 ' TYP.
)
3 ..
H 5
k s
a
p
6
R
34 .
�'
2
S=0.0200
200
olF
i
_ i;
N
_ c
F _
IE
0
yl----------
447
A
OREGON
9 �
r
1,
9
3 0
C
R.
E
EXPIRES: -
S 12 . 31.. 13
CLASS B ANULAR
G _BEDD NG B CKFILL CW T
S DETAIL 90
170
170
a
WATER DEPTH E
3 MIN
VARIES V-3.8
PROPOSED GRADE
COVER
D
3 MIN
OVER PPE
COVER
i
R � ._ . . -
EXISTING G ADE ,.
3 WOODO
10 ST - _,
P .�
i
OVER PI E
- - OVER A _
i
.INE x
RL
,� 8
WATERLINE
�
D
RO
P
OSE ,
D
EFL CT WATERLINE
P .
L E
16 _._........_.
0
a
160
UNDER ER STORM LATERAL _
S 0 LTE L ...
4 TM .�
0. ».....w...._.......-
5 CLEARANCE NDER WA ._ ..
08 i
10 STM ..............w.._...._..._...w...... _.........................._.._...._........._
TMDD
_....... WE w. LF
3
_ 5
AN ` .. 0 _
.. 3
OVER S _ T
OVER
WAT. .: ...� SED-1 S
P
0 m.
..._ ._
„ _ .. Y SEWER
.. TA
... A
S
10 STM ._...� ..._...._ 1PUBLIC
9
_. ...w
AKL
Vii.. ....., x � w...-•.•
_. L
0.
. ,__ 3 0
1 TM _.. o -
2 S
... _ E J
W
S r
.» R
7 0
A
® .
T o
Z J
OVER AN ._w _ ....
.. N ars
E S o
aSANITARY
r
L_ _
m
to Jcd
_ d @�.
Be -
_». 10 _ STM
' � r
A
eS8 �--,
eL9
N7 a-
»
r
. . . ._. UNDER WAT
v _
ui w
.. w
._ Z;Z w
.� ZCD-
W
s
t-
...... .
150
1
50
X F_ _
WATERLINE
E 29 34 L cn
0
cn
98
a
<�
_
0.5 MIN
CLEARANCE
� U
cc 0
8 D30 4 w � w
II
1
F ; o
, 0N
BETWEEN EEN 'SANITARY ,
, R
SAN SEWER 1
S E
�s
, 1N m
E
,.P
, J PLAN &
F-
1
CJ .-
�. LATERAL AN
S DSTR
_ STORM
I '11 II
. 1
II
E� � ; o
P
Q
+ z
r
0.01:.
\ v
v
In Z'Z
Z
MAINLINE
A m
.: �- , CROSSINGS
ao _ _ _ O
_ o
, N
co
..wo z
5 _
w . ,-
nPROFILE
�
wwww
._-. II w w
v
J
N _to _ - _ _ /')
-(n 0 In w
® d- O aO
'N
to D_'
It �
�S
• (O
U
d' ..
CD
o II
W
C�
P7
0 M
1
m
N
1- O
a?
It ..0
m
+
d- n
Z
J
_ W
e-
M
W
14 _ _
0
N
m �-
140
_ a
0
a-
w _ .
A
_n
c
J
(J') N 00
e1- v
Z
C.7
(/)
It t�
v M to_
W u
V Z
CO
En
r cu
II
Q
._ Z �
0
H
v �,
� M
v
�I-
�d-
. N �
J
� r �
X
N O
U
u f>O t0
U _ W
el-
N
I
w
r
w
r
ei- �t _ 0 . -
m O
m it
_O
O
t- _ , N
11
Dy
a II
-11 it ,II
� Z
0
�J-
Q
r7 Lo LoZ � Z
_ O X
Z
O
+
V) ,
v)l V) r
(� WUW
II
W LJ 4J W
(n O
R JEST e
Q
II _ .. . 3g5
�- S ILTS
wcn o' � � � m
0+00
REVIEWED
Y.
hlaE
1+00 2+00
3+00
4+00
5+C0
6+00
PUBLIC SANITARY LINE B & WATERLINE PLAN & PROFILE sc,�2s=
30 1
5
30
,e a
0
HORIZONTAL Z L .SCALE. 1"=30'3
VERTICAL SCALE: 1 5
1 INCH= :30 FEET
WASHINGTON COUNTY A
w.
CASE FILE
07
937
N ro 395 006.. 09- Dra n s 05;Asbuilts Sh Sanitary .dw SHEET: 1 Feb -1
eats 395006 9 Sa t B S EE La out eb 28 20 3 0 33am eff
�P J� � 9 � � _ � � ) Y 9
Y J
mom,
IT0 - -
3 94 _ _
19
l 84 F
503
941:..9.
[ 48
5
ATE:
2127/2013
Jim
REVISIONS
NO. DATE DESCRIPTION
, k
i ,
i
...
,. ..
., CONN
ECT
T 0 EXI
, STING 12"
I
_
DIP
WATERLINE NE WIT
H JCM
; :..
.
,. ...:
2
OR
EQUAL
UA
L
1
2 X
8"TEMPORARY
. TAPPING SLEEVE 570
r
2
. ,.
\
INSTALL LL THR
UST
BLOCK
PER BREAKVA E.
RESTRAIN ALL JOINTS.
x ,
oJ
y
�A
NUFA
CT
U
R
R
S
, o SPECIFICATIONS
1
T
:..w
As BULIDAM mZ
_.4LAMWVM
k k
w \i
u sma
,G JOS
_...
v . ..v--
CONNECT ECT
T
0 EXISTING
G
,
k x
. a\
3SANITAR MANHOLE S
x PROVED BY CWS PENDING 7POSSIBLE CONFLICT WITH
MANHOLE STAIRS. � F
N
s ,
. =
OREGON
ir
x
t
.o
l
3
0
SCALE1p
40 20 40
3 O
=
EXPIRES:ES. 1
2 31
_ 13
1 INCH 40 FEET
180
180
170
170
PR'
0 OSED
GRADE
OVER PIPE
------------- `
PROP
OSED W
TERLIN
E 8 WTR
160 3.4 CLR.'
k 160
50.00
LF8 _ .
PUBLIC
D-3034 34 ,
0.0ma .
SANITARY
0
150 X`'
,.
150 WATERLINE
v
. w
ess
w V)
1
Q a_
. .
Z
1— O Z
Z,_
PLANS &W
J
U7
O
_N
N
1[9
`O
(n CPO
PROFILESO
O
N
VtO
II LoO
t�
e—
C
O
. O
r7 II
T
4!
U
Z
T ,^ ,^ O
O + y
140 W
11w
140
II _ — —
II w
Q
II _
� a
X
I— _ _
_ 00 00
CLASS
.GRANULAR -
w vi
BEDDI
GBAK
C FIL
L
CWS DE
590
PROJECT .. 395-006
®®6
TYPE:
ASS
ILI'S
2=1-00 00 REVIEWED
. PRE
PUB1+
LIC
SANITARY AY LI LI _
U
C T
L
PROFILE
HORIZONTAL-
SCALE: 1"=40'
0e
VERTICAL
SCALE. 1"=5'
N:\proj\395-006\09 395
006
09 _Drawn � .
Drawings\05 A'
s _
�P buil
� is h
1 See
is
� 395006.
10
9 131st. w
d
SHEET:
Plan� 2 Feb2
8 1
9 20 3
1 .
)
0 34
am
1
eff
WASHINGTON
COUNTY TY
CASE FILE
07
-
:.937
opm c Irf c
}--z.o� -- \ m� [T] 503-941-9484 [F] 503-941-9485
SIDEWALK ADJACENT TO CURB
0 TS DE OF• WITHIN ---_
PA VEMENT PAVEMENT
BREAK FLANGE -SIDEWALK 8" CAST IRON
3" MIN. : VALVE BOX TOP *A
MIN 6" MAX. '
a" c.Asr !P r, BOX �' �� sem✓ \ ( 1
a,_ tc cL
\\ \ v �: ^ C:G PLUGGED'CROSS
BEND PWG OR CAP \ d
PPO ::7E 24 BY \i r \ \ 3u" MIN L \WATER METER ®���' ������®1
..• SERVICE LINE �_PT� � �� . ' RCT�JC �. F 'R y"=, �
TH!CK ,ONORETE - - 1 1/2 4 DRAIN ROC /\\\/\YT%/Uj`. ` � %'. p��- t _ _...__...�'
- AD HC_E OR EQUAL dREVISIONS
PAC (SEE NOTE 4) TAR PAPER (MOISTU� /./\ G- 'fes _ PLAN
HAND 'iAMP BACKFILL �- 6" DUCTILE IRON PIPE
AROUND TOP SECTION 6" MIN ® RESTRAIN ALL JOINTS W/
SIDEWALK ADJACENT TO CURB -� METER BOX
Q7 { t2" MAX. \ � "FIELD LGK" OR EQUAL GA.5KE75 ��
DOUBLE nECK
TE DESCRIPTION
UNION EACH SIDE
------ _L LATERAL PLUGGE) CROSS IEE A ..aa=AdB_,
�VALVE SS v
��\ lY 6" MEGALUG RETAINER �y�\%�� " � %nln
c" A�Thd 3034 PVC --��
GLAND (EBAA IRON
> � CONCRETE THR 1ST BLOCK SCHEDULE k
CONCRETE PIER c
6" GATE VALVE fr y ` -zT\�> ,. //✓ \\ y / 12
BLOCK RC. x M.J. �! ' ��; ` -.` BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) ��\� /j
OPERATING NUT EXTENSION � L - -- ;"� F�--
(SEE DETAIL N0. 505) M.J. x 6 f i \/
T1Irl;>
90-BEND, TEE, 01: 45' 22 1 j2' � 11 1/4'
SIDEWALK WITH PLANTER 2'0' M!N SERVICE \E DEP ' `_ c (:NCHEs) PLUGGED cRoss BEND BEND BEND �� t
STRIP AT CURB a _ 4
o OL9 Ot.3 -- -- WATER METER 6
SIDEWALK ., y 04.0 02.1 Ot.3
J.' 1 <ZL ,t'- > ICS
3' MIN. BREAK FLANGE EAC : ._c „P 07.1 03.9 02.0 01.3
MAX. = 16.0 08.8 04.5 02.3 f NOT 0 EXCEED
. . .. ..' .._.- 111 _/
\moi ll \\/;': ., SIDEWALK WITH PLANTER STRIP AT CURB 6 28.4 15.5 08.0 04.0 CRUSHED ROCK BASE 24" DEPTH
NOTES iii\ \ ' ' " \\ ? f \� 24 64.0 34.9 18.1 09.7
1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP-D:EQUAL) 6" MJ, 5 %4" ELEVATION
ION
MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: C ,TOMER .,v ABOVE BEARING AREAS BASED ON 'EST PRESSURE OF 150 P.S.I. AND AN
`/\\\ \\\\\\�`\ A. OIL RESERVOIR a_ O`+`on?lE UIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO
NOTES: ��\/�//////\//////\\//�/ B. BRONZE ACTUATION NUT CGLgPJTE BE-RING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING 60X SPECIFICATIONS
\/\\'`\\% C. BRONZE SEAT RING r ST SSES, USE THE FOLLOWING EQUATION DEVICE SIZE BOX TYPE
LV'E BOX NO TO REST D. WEATHER SHIELD CAP G t ,=_,h rr �_iE BEARING .ARtvs = ( 3/4" - 1" BROOKS #1419 SERIES OR EQUAL
ON OPERATING ASSEMBLY. COUPLINGr 1 S= (TEST PRESSUP.=j150} X 7500/SOIL BEARING STRESS) X (TABLE VALUE)
i E. SAFETY SLEEVE i FOR DEPT , OF NOTES: 1 1/2" - 2" CARSON 1730D P151 OR EQUAL
OPERATOR EXTENSION I F. THREADED NOZZLES WITH "0" RINGS � � LpyFP
REQUIRED WHEN VALVE \uT G. NATIONAL STANDARD THREADS �:4 .0 CONCRETE THRUST 3LOCKS NOT PERMITTE) UNLESS APPROVED BY CITY ENGINEER
W 2. SAFETY CHAINS TO BE REMOVED. t rr 1 R?CELE BLOC^:S REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561
_ DEEPER THAN 3 FEET ® 24" F INSTALLATION SHOWN IS ONLY A. SUGGESTION.
a 3. HYDRANTS TO BE PAINTED USING R-7317 SAFETY YELLOW OR AN ALTERNATE APR.,..'.- 4 ° I%.CREIE 'EIRUST BLOCKING TO BE POUFED AGAINST UNDISTURBED EARTH.
�..OM-�i^JISHFG GRACIE. - 'v'.i`J -� �' - -,
1 KEEP C NCRC.E !- ,R OF JOINT AND ACCESSORIES. P
BY DISTRICT FIRE MARSHALL. 3 1 M a C 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER.
CENTER VALVE BOX O NOTES: C :E L ,EC THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON
`1 HYDRANT TO BE INSTALLED TRUE AND PLUMB. s, RT °C_r. _ L t TIE P_N.'JS e.g, INDICATES 75 SQUARE I FEET BEARING AREA REQUIRED.
-.XIS OF OPER. NUT- RVI tCF IU to a �: - BA ` A_-'.;_ 1
5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. D GUARD S. h_ =.KE R P"158 e. ! VOT S'iOWN' LIN PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE 2. BRASS STAINLESS. OR PLASTIC PLUGS TO BE INSTALLED IN TEST
P SOLAR BY c" G. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. WE -0R ^.t "P :^:cT N s OP ; 'Ll O usT r: LCS=AFr T^ r c
,OVIDE _4 SOLAR HIL. _ __ - L E _L. _ _ _ O CONFORM TO THE TEST PR-SSURE(S) AND ALLOWABLE SOIL BEARING COCKS IF BELOW GROUND INSTALLATION.
C:,N;P.ETt PAD AROUND VALVE 24 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. �0 OR AS APf'RUvE ES SE :! ^„N",._IE LL BE _ P, .,. .. Tr-,ESC 1 S- THE SPECIAL PROVISIONS.
BY ENGINEER. "'�ExT SIZE LAR;:ER I' H!.+.ftl+•J AREAS A`J: SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER I T� r. PROTECTION,
__
BOX OUTSIDE OF PAVED AREA_ TI __, ,E U L _ r _ c c;, _ 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PRO,E,TION,
ILS SHOWN IBJ CONCRETE PAG DETAIL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. - CENTER OF PAETEP BOX C =_ Or_ESE- � i FI-NG ARA' AND BLOCKING DETAILS S1OWN ON THIS STANDARD DETAIL. BEARING AREA OF N q cgAT ,�
CONCRETE PAD 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) 1' FROM PP.OPER '' UNE, - _sT e_C�CKS ARE IN SQUARE FEET. F D CLEAREATI FOR TESTING AND P,EPAIP. ARE THE MAJOR CON_D .N IC,1S
ON THE 4 1/2" PORT. FOR INSTALLATION.
APPROVED 81: MPROVED flY: aPPav♦�6" APPR_BM.
1 NO SCALE 11 IiG.51W') NO SCALE t .. tJD SCALE NO SCALE 1 .{ it 477;:; APPRDtifn en NO SCALE
AGUSTIN P. DUENAS,P.E. t ct -.U� AGUSTIN P. DUENAS, P.E. AGUSHN F. DUENAS, ? „ AGUSTIN P. BUENA°, P.E.a TYPICAL GATE DWG.NO. EM1aR FIRE HYDRANT DWG.N0. f,, - E t p
.•TA �, .,.D C..4r1TA1.Y..TRt.[llOr ASD - STANDARD THRUST 11 .N AGUSTIN P.DUENAS.P.E. DOUBLE CHECK
®. :1'R3ti+POR1'T TTO\D1y1cO\ ' �`-a'3'+-. D�:�IG. NO. °- -
�:\., .., -�, -' ti° arr t'HaatER DWG.NO. �c4wzAf r.tn'Trt:cnon A.�n att EraaET:a DWG.N0.
S� 13L>5;:.wY HILL fffvD. „\ � +fff.`t, ��. -i.4 L F �I \. � TM14 PORT 11'10\Dh'IiO!:
••••• +,;4ar,.,rtf,r�..-r•t JULY 2009 VALVE ` 'f'
♦ \� -rr!;na».o1a.<;o�;�r,�.z JULY 2004 ASSEMBLY ��Q\\\\\\\\\`�: nf.uu,,,,. '..-, JULY 2009 �T�R SERvl�iE �� �,0., x�' u.,;:.;a;_, JULY D4 BLOCK nussw lrntallr-ln.
.G f f ...120 \ \\`\\\ i 20 O\\� \� 'rrr:.ta».oaruoN�nz3 JULY 2004 ASSEMBLY
503 T,fr:f.:=D 3,(,r f1;i 542 560 530
u..nAPPRDVAI GATE f+VX f3U:574'.w' APPRDVK GATE �� 's ;:..�� \ ,.. h:r SCf f'IiUi�Rlf-tt?:
) \�\\�\�\\���\ 1 .,. ,:..._i^ aP4TECVAI DA c �\��\\\\�\��` `\ ,. ..' MPRDVAI DALE APPaOVaI DATE
18' CAST IRON 910 BOXES o 0 1' TANK VENT
E 7'
fl FINISHED GRADE
T� a io BROOKS # MSA VENT'
- FINISH GRADE /-Vs� BOX IRsto (2rr8i�S�R�ErER BOX 6A
I
1' STREET
2' BRA PLUG 1' UNION 12' MIN
/ \ TSP GATE VALVE HAND
ADAPTER OPER (COMBINATION AIR & VACUUM)AIR VALVE18'
MAX
(SEE DETAIL N0. 503)
WOODS
SWEAT TO FlPT
i 18� p
f'�•YPIC�T TUBING
I-10' 2' SQ. OPER. NUT O SEH. LI STEEL PIPE SHAFT
--- -- � 1' SOLID STEEL RCS
'`2- ELL COPPER
J 1/8- MINIMUM SUP
1/4• MAXIMUM �2' ADAPTER OPER
a-MAX I r CLEARANCE 1- x 3' BRASS NIPPLE 1' 90' ELL
---- w® cD TYPICAL STRADDLE BLOCK SWEAT TO MIPT
om9� o (SEE DETAIL N0. 561) CONCRETE PIER BLOCK 1" BRASS 90' ELL
\ ROCK WARD 1/4' STL PLATE r � r w NOTE M dP NT PLUG OR
\ \ TO BE 5 3/4' DIAMETER m w � 1' COPPER TUBING 1- x 8' BRASS NIPPLE
PLACE.,c`'T E j WHOLE IN CENTER TO 12$CD pwp 1. ARS EED R USED IN PIPING w.�� CIqp WITH MEGALUG
H'TDRaN 5 OVERRIDE rr(_ ACCOMODATE MOVEMENT ®� w CE OFRETAINER GLAND 1' BRASS COUPLING
OF SHAFT §, COPPER TUBING
PLACEME' - v VALVES.\ p
EIRE H DRAT 5- SUPPORT COLLAR WELDED � � m PERMANENT 1' CURB STOP
2 1/2-x 2 1/2-x 3/8-LONG
BE r ACED a Nce.r ` STEEL FLAT B TO SHAFT p z OFF CORP 90' ELL
)F `HEC R8 �rC. TYPICAL PLACEMENT OF VALVES. w UNDISTURBED R AINER GLANDS EET PLUG OR 18' x 12' x 2" CONCRETE PAD
PLACE VALVES AT THE TANGENT y m� . 1' CORPORATION STOP
MAX. 500' OF THE CURB ARC. 7' IN FRONT ASTM 3034 PVC PIPE o EARTH
(2 REQUIRED EDGE PAVEMENT
CONSTRUCTION
OF FACE OF CURB AND/OR 10'
3-x 3-x 3/8'x Z° E � o m AND VALVE BO
�?LTWEEN VALVES -� FROM CENTER LINE OF ROAD STm SWARE NSE MJGATE VALVE
1'-0-
p
6 COMPLETE NOTES:
DETAILS
NOTES: <z _ 1D MIN. 1. FOR 12' AND SMALLER MATER MAINS
m�
0 2. VENT PIPING TO BE GALV.
VALVES ?RC N0- "0 BE LOCATED IN CURB AND GUTTER AREA w z �z� n
c z� ! MIN, 3. SLOPE COPPER TUBING FROM
2. VALVE _0>:ES ARE pFGUIYED =.T EACH VALVE LOCATION MAIN UP TO AIR VALVE 1� MIN.
�� wag
VALVE BOXES CONSIST
!RON 9 C O\ ASTM 3034 PVC RISER wag
+�� 4. LOCATE AS NEEDED OR REQUIRED
AP,C: 18' CAST RON 910 �GVtR 'fT
4. MAKIMUM SPACING FOR VALVES IS 500 FEET NOTE: ¢ U C
5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 1) EXTEND 2- NUT TO WITHIN 18' OF FINISH MADE ®. z 0� 2'-0' 18' _ I 5. CONTACT WATER DEPARTMENT FOR ACCEPTABLE DEVICES.
m MIN J*
HIEN VALVE NUT IS DEEPER IRAN 3 FEET FROM o �uj-c 6. PROVIDED BY DEVELOPER, INSTALLED BY THE CITY.
c. Gr- VALVES ARE REQUIRED EOR 8" AND SMALLER PIPE. FINISHED GRADE Z mU� TEMPORARY
BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE.
mvvmm me ew
I 1 APPamrn er. NO SCALE Pd0 SCALE NO SCALE ON NO SCALE 1 6N NO SCALE
`. r
AGUSTIN P. DUENAS, P.E. AOUSM P.
�,P.
ma N0. �P.
b" STANDARD Dom.m, DFP
TYPICAL VALVE affOPERATING NUT wo VERTICAL SEND �P MOM P. 9" COMBINATION
row r1iT rf ,�
att EN(N1L-'A DWG.NO. - m MIL EM =HAL �qNLDm m
JULY 2009 AND HYDRANT LOCATION 5�5 `� , EXTENSIONS , RESTRAINT 563 mn
an 1 , BL0I�OFF ' ""`
Awwft ow CM OF CM OF ' ' 57 °" i AIR VACUUM VALVE
Dm,OF, 590
PROJECT" NO.: 395-006
PE: As-BUILTS
REVIEWED Y: PRE
N: \proj\395-006\09 Drawings\05 Asbuilts\Sheets\395006.(19) Details.dwg - SHEET: Details (22) Feb 28, 2013 - 10: 49am jeff WASHINGTON COUNTY CASE FILE 07-9'137