12615 SW 72ND AVENUE-7 ,:. ,. 4.
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.:Y ...........;..»».-•.._•,....ur.s..x.n...,..,.:.wV.u.ub.i..ro.r., 'w ..,..:.a,..wr.3.+:aw.,wW.:yr...a•.:.ri..rr.-•_ -„.,w.w.r.:u.H. •__._: •'vn,.iNic..l.ii:..:.:.Yr,+or;e.dllYtl[Jkrr "'auafweottriwa..:,. sr/uY► • -,u:G :srlr.ur4WW1YW..r..wuY.rr' - y..aW..,.aWa°r.m'1w.wWrruir.w...,u,.,G
...:.:r u',,..s._.wr.....,,x.as,wa.w .....................,..•.u..•......w..,:x,.u.,..n..wS.+-.••._. -.s..-r n�4 . t_ti..urw' . ._...iu,.rr,Ymrr o + ...,r .r. -".r..:.-.r... LfiY➢r 7111�. ..- +r.,wy,. +4,y.,•✓ rYa Yi:(:ide..,... ,- __
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✓ / 1 1 1 I 1 � I 1 + •
• NO. REVISIONS
OfFlef, COPY 8 •cam
1 1
I , 1
. ... ... . . ...
-------------
---------
-- - - - -- --- - S.W. BEVELAND ST. - --- - - . . ••
------------ _ --- - _-_-_- ----__-_- I R E ob
LOT _ LOT 2 1 ... ••• ♦
•; . .- f LOT 2; DDEDI'T : : Z ~
i ` \ LOT 28 29 _ LOT.,-7'_„"""""�_ v _ _ LOWE'S ... ... :.
' +mss � �.1 1 -- Lr•,:.._ ^— — —'""
1 Iry � 1 5' FENCE: .' r• I -------' HOME. IMPROVEMENT WAREfi(7l�SE 8Ci1�11P
' FUTURE LIDO• - — 5' FENCE I I --' -
e r ,� BEVELAND
' 1
R --r--*- `� REVISED PARKING
1 ID�f'90 SQ 24' - + S' W. t l SIG
1 24' FAR • 0..4 - — / /
4 ND s/e LR , ►ND. 4(°' lA e LANDSCAPE' -SEE Ji:TES I LANDSCAPE
F wAu. - 191.8 14 N 5.44 24 E — 1 ( 1
TOP OE. 3ASE OF WALLS 191 00: 1 _ BUFFER w V 424' E iy lx 1�2-/ 1 BUFFER RE-ALIG t '
IOJ.SS PIAT N S44 Z4 E 1/
W. 24022
EASE OF WALL
182. 1 4 4 240*17' U 12
i ( I _1_ EXISTING BUILDING 153,4-52 SQ. F r
H 30 18
°17,
J7
EXISTING PAKKING (1 : 400 SQ. FT.) 384 SPACES REQUIRED
5 5 965.41) -
__ _ - ON-GRADE -5• 0 I EXISTING PARKING PROVIDED 544 SPACES
4 _ - - - r 5' FENCE LANDS(t,PE a ECEIVING 7 CIVIL r
a.
- BUFI FI? �` UTILITY TRANSFORMER + __ VERIF
7 1O -GENERATOR i 60 N eV C5 36! W '
'Q
TRUCK , r� 4.93' I .,
lY
M
�66S2 � WELL 11 o tNElo N-s rUa ) w
\ 192.41 1 IE? 18' 24' 24' . 24' `�-8T 43 --__-- p 1
WALL 1 s+t� 50 ;' MEZZANINE tO PARKING TANDARD DELETED
�-2- EACH U
EBASE OF W 179 00: 1 NI- ' ADA SPACES 4
E OF W STAI I_----*904 SQ-FT, --- 15 I 1
WV. 9A5 1 P_ IVI L I� 0 O
' z C) . I; � ` L•- TOTAL SPACES DELETED Z& SPACES
,�
7 w o e , PARKING SPACES ADDED
”' r ADA SPACES 4 SPACES U
� o
'0 1 1
LOWENET REDUCTION IN PARKING 26 SPACES U I n
X tti11M rR r�IrN 0 F' h '
\ �8SP2 I M V }- 146
14SP2 ' 70 FINISH FLOOR: 204.15' 1 X
1 I� Q TOTAL PARKING SPACES REQUIRED 384 SPACES
GROUND FLOO
_6' ,N (MAIN BUILDING) 12 1,055 SQ.FT. '
\ R.O.W.' 1 e Q l'1
4 1 COVERED DEDICATION ' 17 TOTAL PARKING PROVIDED 518 SPACES Q IL~
�s 1 I STORAGE 1
5,451 SQ.FT. 5SP2 t , SM
N
� 1 1v •
4 I ONZ
OPEN AREA � C� _
AND 1-AP . 12SP2 1 �� '
Alun cw _ 8,708 SO-FT,�---- v ( ! ■ 1
,, D •D.H.sD.' .11_-_-1 3) BIKE RACKS I ST
N 4949 is" E • • I I EA. 1 i ,
0A3' , 13 B <ES I -
20 17 � � i r
pf WAIL " � .67 ♦ i� ` F ' .F2
N TOP 95 395'
N. BASE OF WAU. 86.00: ' • N
TV.
TOP OF WALL
200-93,7
00 X00`�` SQ G�, o ro ``' � �
E OF WAIL 197.00, P - 4SP2
` S. BASE OF WALL " \`` �� 7'P7 "�' I�'tOSP 14S 2 10SP2 P 1SP2 25P2 4SP2 SIM ZONING:
�o• 4/ J 1 C-G (PD) GENERAL COMMERCIAL (PLANNED DEVELOPMENT))
1 4e s P1 AND TIGARD TRIANGLE DESIGN STANDARDS OVERLAY
\ .%% 10SP2 °' — _ CART R RN RACL-,- v 1 w MLLE MIXED USE EMPLOYMENT
o\ _ e SEE NOTE #3 I ro 87 2e'3o' -'-
\
Ty P e 1 ,0.00 a
` - t
s or3�SD• W SITE AREA (S.F. ACRES):
t 8' 2a' t 8' 18' 24' i8' 18 24' t 8' 18 24' 18' 18' 24' 18' 18' 24' 1 :8 24 t 8' VARIES 1• I g°Ao' C-G (PD) 1520,944 11.95
\ \ _ MUE
LOT 24 16.662 0.38LOT 25 18,260 0.42
• a
\ �` ,y� • / ;— - 4 ; ' LOT 26 17,726 0.41
LOT 29 16,310 0.37
s 200 24 ' 1 LOT 30 15,646 0.36
TOP of WALL
. 199.74 ; LOT 31 13,986 0.32
\
N. BASE OF WAIL . 166.00: -- _ — '
S. _ 1 1 vas 167 SUB—TOTAL. 619,132 14.21
_ 1 i cm vE r�'D suavE� CO"t'�" ROW DEDICATION
',� r / 72ND STREET: (27,345.9) (.64)
...r.-• - S.W. BEVEI.�ND ST.: (17,343.8) (.40)
TOTAL. 874,442.7 13.17 (]/
\ , BUILDING AREA (SQ- FT.):
I
MP LpWGROUND FLOOR
. MAIN BUILDING 121,055
I\` � ° _ 1 t;A:?DEN CENTER (1,
1 SHADE STRUCTURE 4,444
\ - a� COVERED STORAGE 5,451 a
NIINt DATA' ` rrry
GENT- �F� ; ' i
,ac 500 sEr -" a ih } �► P� OPEN AREA 8,708 �.i-•i
L : 197.31 Cy'�q�., �a
�^ I GROUND FLOOR TOTAL 139,658 ' ui
Lu
Top OF WA WAIL m 198.81 ti GND 5/6. 1 R.- f
N: SASE Of WALL 196,00: °9?p rrlrll 1..,/� 0 f, - eaAss CAP
S7 4 AWNWEIi� w 40"U 9T Nr Box MEZZANINE
4 s ort ' 1 STORAGE 2.904
t
S� MEZZANINE TOTAL 2,904 Lu
DRAWING INDEX F �
� s•` �� BUILDING AREA TOTAL 142,582
1 RE BUILDING. 'A' 10,890
Al DRAWING INDEX / � � � TUTU -- v
REVISED PARKING DATA
SITE PLAN � + PARKING REQUIRED: � CV
ZONING INFORMATION ��
SITE AREA INFORMATION
153,452 S(?.FI'. a1 1:400 N 384 STALLS ���(1 r
1 AREA INFORMATION I ON � �i j V
!BUILD Wo RE rND 1-+/� 3
PARKING INFORMATION 217.50: ZN041 UM CN' _ I --- PARKING PROVIDED
TOP OF, WALL L ," 206.15 MARKED 9m D -- N 51 cw 00" IM 0
N• �,E pF WALL
a 217.00.0.96'774o'29' ` /� t 3.27. N I s 544 STALLS l C�
A2 SITE DEMOLITION PLAN S BA.sE � _
A3 ISLAND PLAN (IMPROVEMENTS/REVISIONS) \ vul
°" I -► 7 0 N
PARKING LOT DETAILS Gq I OFF RAMP
r .G4 SIDEWALK / ENTRY PLAN �NIRY PORTAGLE I
(IMPROvEMENTS/REVISI ONS) L
SEE LANDSCAPE-� o 0
C -TE NOTES \
PERVIOUScaN RC
CUTTER 4 CURB CATCH BASIN DETAILS rNo 4/ '� j ' '' ooxs
ADA PARKING/ACCESS DETAIL r4D s/°" Cw + ((j�PE S.N. 19,430
NOTICE TO EXCAVATORS 1_1i ��"
I DRAWN
45 SIDEWALK, CURD, PARKING LOT DETAILS \
RJI�J
L1 LANDSCAPE PLANTING PLAN \
CHECKED
PLANT SPECIFICATION S!TE PLAN JGR
TREE PLANTING DETAIL �--
"_' �t'>i � '��fi� 1-506
L2 LANDSCAPE IRRIGATION PLAN �� c " NORTH
.)GALE 1 � 6O -0 Approve�l..:..�,J;�h..'.:.�.. . .. ,. (J'�E �
LANDSCAPE iRRIGATION LEGEND
DRIP LINE DETAIL \. 5° 50' 100° 150° Cohditr@t1a11y �::.:..�r:•, :._„.•., .••` +>� ,4g N07ED
� � Por Orfly th#J WOO Sits� 69Mt>D!!il"11M
CONNECTION DIAGRAM \�. I-'ClgmI*r NO, M 2_oc ”) oa I JOB NO
N IC IES 5�L*iter t4: PtAotw:.........:...................�
0(0-15
•\� 1. NO PERMANENT UTILITILS WITHIN 25' Attacr►....,......i;71:.1LI(•1.••:....'� I1 'HEFT
OF SITE PROPERTY BOUNDARIES, jot) Addr•3s8:���-mow"2;7,� _ ,,,,
� SUBJECT TO SITE VERIFICATION
2. LOTS #7,' do #28 NOT
PARI OF WORK
1 3. PROVIDE (12) CART RETURN RACKS 17
t A WITHIN PARKING STALLS
SEE OWNER FOR LOCATION ON SITE. nF �=1�� SHEE
41�:t,1t1�4
OFFICE COPY
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i
• • •• •• • • • • • •
NO. REVISIONS
• ••• ••• Q ISLAND PLAN
• REVISION a
•.' 10/10/06 - JCR '
Q 1-4.01
EXISTING IRRIGATION CONTF!OL •-s : • t
EXISTING ACCESS RAMP BOXES REMAIN. VERIFY- LOCATION, 1-28-01 �-
! SUPPL1r AND SPRINKLER LINES.
REMAIN DEPTH anti DIRECTION OF ALL ` CLIENT REVIEW '
P1�OTEC"f AS RCQUIRED
r
- EXISTING LIGHT STANDARD
CF7T
REMAINS. VERIFY DEPTH E`T EXISTING TREE WHICH REMAINEXISTING ACCE93 RAMPION Of �
-- - — ---"
REMAINS aPOWERrd �TOTPOLE. PROTECT ASLRECXIRED
I i LIGH•(INCi TO REMAIN IN 5ERVICE
a DURING CONSTRIXT►oN EXifjTING LIGHT
REMAINS. VERIFY DE TH
and DIRECTION OF ELECTRICAL
EXISTING PARKING SPACES REMAIN(TYPICAL) POWER TO POLE.PROTECT AS REQUIRED
.,.. ..,., LIGHTING TO REMAIN M SERVICE :
f r ,...,� DI'1RING�:C7NSTRI.lCTION
No
. :':'... . .. . •................ . I !
.. .... . . �. REMOYE EXISTING HC SIGN and
.. . . . STEEL PIPE SUPPORT POLE (�.)� I h......... . ... . . I I I i //. - M
I I:•:.:.:.:.:.:::.::.:.::.:.:.::.:.':.:::..:.:.:.:.:.::':' ' .:'• ( � I 1 / r Q e
�►
I i 1 I I PROTECT EXISTING TREE WHICH REMAIN
REMOVE EXISTING CONCRETE CURB,GUTTER Z X
REMOVE EXISTING GUF.'B,GUTTER I I I .'..•.•.•...'.'.•. . ''.•.'.'.•.•.'.•.... .. .' �"� a j AND SIDE K A3 REQII!I� TO INSTALL NEW , U d
Ir "C J and ASPHALTIC PAVING (T-TPICAL) I I'•'''''' '•''' '''''' •' .'' ''''''''''' ! t. CONCRETE SIDEWALK ATL R ELEVA'IJN u
`� I I- -rr rrn rrn T1Titr tri rTn Urn Trn�rr trn l MATCH LINE I I ...... .. ........"-
■ o a wrr wa �'�'�'t�'�'�'�li irl'ir'ili'iU rw wl� rw wt ri■ w m
I I 111111.111111111111.111'11111}1.11:1111111111 II I ......... ... ........•...........�. I Q c.•
r
I N 11111111111111111111)1111111'1111.11 1111111
1. '.'.'.'.'.'.'..'.'.'.'.'.'.'......... ... ........ . -.—. — — —.——. ——— —
I I}11111111 II 1111'11 11})II 1111(1.1111 II 111111.1 ............ . . .......... ............ -.' '-- — — _. _.. —.--.-. — ——.—. . <i►)
....... ... ... ... . ".'. : .'.'...' .. .........7, . t ..... ....... .. . . . .
II 1111II11111111111111111111.fi1{ 11{1 ' 1111 .......... .... - ......... .. .. . . .. . . .. . .. . ...... ..... ............ .. ... .. .......... .. ..'.L
II it II t: ...... ... ... . . .. .. . . ............ ... ....... ...... ..•........... ...... .... .. .. . .. . . . . . ............ ....... ........... .. .. ....... . . . ............. ..... ............ .. .... ..... ........ ............. .......
o I ...... ......... .... ..... ....... . . .. . .... ..... . . . ... . —
I 1111111111111111 II 1111(f f111' 111}1: 11}}:I I h \� ... . I ..... ..'... ... .......
:... ........ . . . .........•........ . '.•.'.'.'.... .'.'.. . .. . ............... . . ... . .. .. .. . . .. . . ..• .. ......... .. . ........ .. ...'...... '.'...'.'.. ..'.'..'...... .... . . r. n ,
_u ow,u u uu a u,�.c ow.wa uai u. . u. I I I \�. . . . I ...... .I. ........ ..... ..... .. .'. .'......'.. . ........
11 I ............ ......... .. . . . .. .. ... oe
.. �`�:. . . . .. .. . . .. x ,v
. .........:.'.'....... ...............'.'... .'. ...'.'I I �.�. ............... ..... ..... -� i� �...�_ - .- - - - --j-`- - - - - - -_. fi.'. OvE EXT'G TREE
I { 1 ......'..'.�. .+, ._...r..:....�. 1 - '� ! REMOVE EMG TREE REMOVE EXT'G TREE ". / PLANT NEW TREE
X I I '. I I :':.:: :::::'::':':::':':•.•:•:•.':•.....:':'::'.':':' 1 .......:. ..•.:• ........ . . . . . . .. �. �.j �� !/ \ AND PLANT NEW TREE / 1 AND PLANT NEW TREE
,�, a .l. I'. .....•.. ...... ................ ..... . .
/ / _ �. I ►1
I I :':l�..r.,��•:I':':'1 I I...:..................................................................... ['......:.:.:.......:.:.:.:.:.:.:.:.:...:.:.:. . ...... ....,. \I
I \
I.•''••'•'•'':::':•:'::..�..,�;-':.......--...• , r. REMOVE EXISTING CURB,GUTTER . ... ........ ...:�..'.'..'...'..'.
.................. I
�� . •I 1. ...............'....... •,Y'• ., .,. and ASPHALTIC PAVING (TYPICAL) .. _. -
.�. . , ,. •. . ...•i �' i n
\ I�,TT TT.TT.TT.TT.T••.T'.TT Tr.9T TT T I. . .'. /Y • �_ �- I.
REMOVE EXISTING TOP 50!L � � • '� .
1 I I TO A DEPTH OF 14' BELOW TOP /ir• ,l...... '. •_ L,
1 I ••,•.,..• ••• . . I OF ADJACENT SIDEWALK / . ....... . . .. ...... co C 1 �.
i 1.''':';':':'.':•.':•:•::•:':•:':•:•:':•:':':•:•:':•:'::: 1 j // ... .... . . .......'t.'..'.'..'...'....'.....'..'.'/ �� t1
_ 1 ':•:•:•:' ':':':':...................... .. :':':':':':'::':':':':' ':'::':':':':':::'.':': : /
. . ..
10
04 //..y...'. .: yj�
EXISTING ACCESS RAMP' 1-' ',,z'.-'- --'T T :.;',;;r'. f,.. :'::':'::':':.':':'.':':':•:' r //'';/:•:•:•.'::'':: :':.':'.''.'.'�° ,...;..... ..'...... / tS
! .. ... .. . . . .. .. . . ......... ... I' 1 /
j �.<
REMAINS I; }
..L1.'....................... .. .... V.'.':'::. ':: .:::::':'::'::::::.:: 1' r IM01/E EXISTING FINE /. ./. .'.'................. �............
.! I. ..j• 11 i� TREE, INCLUDING ROOTS ��` .'.'.'.'.'.'.�' ''''.':': ... �'
'.'.'.'.'.'.'.'.'.'.'.'•'.'.' ..... I�. -}.... .. I f•'.:•:•:.:.:•:... .................................'............'.'.1.. 1 �/� FILL VOID WITH TOP' 501E /1.� ... ...... ' �.....
.. �.
1. L'.'.'................. ..•. . .... .... .`f``}i = -( I /, .'........'..'......'.�
f •.'rf.".'.'.'.'.'..'.•.'.'.'.'.'..'.'.'.'..'.'.'.'..'.'.'.'.'. .. .•..., r. r , ... ..... :::
1...n I,n n•nn nWh-h nn•n nn•n nn•n n n. 1'..':':. .::::.:':'::•:':::::'::':':'.:':'::'.. :I ..I
I.`11.1-1411-1111.1111 fl 111111,111111111 11;111fd1. + I':':':':':':':':':':'::':':::'::':'::::'' ' : : . : j, 1 REM EalslrrG CATCH BASIN
I ... I. RIM EL = 201b5 /��/ ...•.•.•.•.•.•.••.•...: ' :.....:.......:.:.:':....:.:.:.....:... /
11�11'111.�1... .. 1. I. ......1:�:1I�:I REMOVE EXISTING ACCESS 1.' i INV. EL = 198 E5 . .'.'
.
L.•111111 1111111 i�11'11 I�1I 1111�1111�tl 11 tl 11' I RAMP I':'::':':':':' :' ': •:_.- I /�( �........'..... ...... .. /
y.. . ... . _ . _ ' _l .'...'.'..'. ..'.'.'.'.'... ..'..'..�.....'.'. .... ...'."./
I'; I uui,'u ,uuuuuu�.uuu.uuu;�• 1 �_ ••
I (..:......:.....I•I...;•:•:..•.:,.: .\.�. .'.' ........................ ....... .......
..
1 ::: ..:. ..... ...._.�;::'..: I l.� ,j/ REMOVE EXISTING I0' STORt1 _ _�i 1 / :: :.:..:.:.:.:`............... ...• -- REMO✓E EXISTING CURS,GUTTER
+�-y
... I . 1-:'.'.': If' REMOVE EXT'G T* ..''
1.','....'...1.'.'...'.......'. ........".. .. LINE BACK TO LOCATION /� -� L� .......'.\. 7 T /
f I L� \ r AND PLANT NE �1 E .'.'... .... .. ... .....\'..'.'..'.'..'.'.'.'..'.'.'.'.'... / and ASPHALTiG PAVING (TYPICAL)
1'..........:.."1'..:.•.:........:............:.:.....:..... •/.. .........I EXISTING CURB and GUTTER REMAIN // OF NEW CATCH BASIN
I /j/ - -7^ ! REMOVE EXT' TREE i //.Y. ..�'••'•:.:.....:.....:.:.'.;•......:...............�.................
''...:.:.:.:.':'.%
.....: ......::.::.. ...: •:':'::::. / AND PLANT NEW RAE
\ LL \. .11 . ......................:.....................:...:. ................ I REMOVE GUTTER AS REQUIRED /..:...........'. .......•............. ........ . .....�.�...f -
-- I TO INSTALL NEW CATCH BA51N ....\.•.......:... . / -
t�CYt-h96E�
LOCATION SHALL BE IN LINE \� PROTECT EXISTI BIB / • / y
WITH EXISTING SYSTEM (EXISTING DURING DEMOLITION
f' /
_7 �'�.'.•..'' 1m'
S. D. 15 ON 1x SLOPE) �,� __ �� /�,..�... .. ........... ............... .\ U
- �\� `'' REMOVE NO MOR! THAN 1 I/1' 1L
OF TOP SOIL AROUND NOSE BIB/� �:..... ..�'....... .... ........ ..
NOTE ............ '.'.'.'.'.'.'...V......•.•.•.•:..•:•.•.•.•., �-
��/, VERIFY and °aE1oOT GRADES TO ESTABLISH REMOVE E E • '' .\' ••••••'•••• / LSI �I ���� ��
�: PROPER DRAINAGE TO NEW CATCH BASIN \\,\ Q �,'\ 1 `� LL1!
r-_ — — ::1 - ``` �ti,..,�. ".�.,_,. \�•\ / 1 // \ AND "T1U1 •:.•: :• • •.::...�... .::::::...:...;�
�• • ! r.oT10E TO EXGAyA1 �� ��
I I .':':':':'.'.'. :'.' '.'•.. . . :'.': :'.1 EXISTING TREES I REMOVE EXISTING ;iiDEIUAL.K As REQUIRED \ \� \\ / '; \ !�1
FOR£X1TT181ON OF SIDEWALK ACCESS RAMP L ,V ,/ i .......• ' ............ . . . // ATTENTION: OREGON LAID REQUIIRE5 YOU, TO ul
..'........................... .......1 (PROTECT EXISTING 1` .
I 11 TREES WHIC.K REMAIN) ` / �'. F �t.LOUI t�JLES ADOPTED BY THE OREGON �\.
1 \ r \ // UTILITY NOTIFIrATION CENTER TN�^SE RULES ARE `4
1 REMOVE EXISTING CURB ano GUTTER / \. .. I
AS REQUIRED FOR NEW RAMP / i `{� fiEMOVE,ExTil3kT 5ET FORTH IN OAR 951-001-mOK� THROUGH OAR
I I MATGH LINE } °51-001-0090. t�C•U MAY OBTAIN COPIES OF
'040
(NOTE:/ THE RULES BY CALLING TWE CENTER
I ...... .. ,•I _ _ -� I \� . ....... � (MOTE: THE TELEPHONE NUMBER FOR THE
" EXISTING CURB and GUTTER MAIN // �r / �� :•;'•'•
OREGON UTILITY NOTIFICATION CENTER i5
I I I . . ..'......•.•1 �. �• , . �. . . .\� // // � - _��✓ �\� .. // (><L3?-131-19x1). '� ��- � 1.j.�
I .. -..- . -•.� •:•.�-•,.•-.:•-. .:.:•,.1 f / \\ // REMOVE 1 EXIST)t�G TREES AND - _- \ �d 11 I PROTECT EX15TIW FIRE
;'.. 1 \�\ / PREPARE 50 AOR NEW TREES // /./ HYDRANT DURING DEMOLITION
I \ / AT SAME LOCATIONS (TYF,)• LOCATE EXI3TING WATER LINE POTENTIAL UNDERGROtMG FACILITY" Ol1AdER5
i I 1 \\ I \\ / _� -�, ����_/ �,_-/' PRIOR TO STARTING WORK
VERIFY DEFTH and DIRECTION 3>I•
/ OF LINE (HYDRANT 15 TO REMAIN
ACCESSIBLE anc� IN SURv CE Call the 0 q 1�
DURING CONSTRUCTION) r —
,� / R 1-80()-•33one-�tinter � I
1 14
/ EMERGENCY TELEPHONE NUMBERS
\ / REMOVE EXIOTING PAINTED GRO55WAY
NW NATURAL GAS
M-F= Tem-bpm 503-226-4211 Ext-.4313
k"XIyTINrs HANDICAP RAMP DRAWN
I \ � I
DEt"'ICLITION
FL
h �If I � AFTER NOUR9 503-12b-4111- 1/`�\ I �1 � PCIE 503-464-1111 _Rjw ----
QUEST I-800-513-1311 CHECKED
CITY BUREAU OF MAINTENANCE 503-813-1100 - JGR -
>��( ` CITY WATER 503-813-4814 -
VERILON I-800-483-OW DATE
2 ) C2) 01j► 1-25-06
SCALE
�►�► A5 NOTED- —
�'
EXISTING TREES
(PROTECT EXiaTING NOTE T: Eii►>'t -ft: - JOB N0. -
\� - TREES WHICK REMAIN) THESE CONTRACT DOCUMENTS HAVE BEEN DESIGNED AND DRAWN 06-15
ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS, SHEET
IT HOUEVER,REMAINS THE RESPONSIBILITY OF T14E CONTRACTOR TO
1. VERIFY ALL EXISTING CONDITIDNS PRIOR TO THE SlIOMISSION OF A BID
AND TO THE CEMENT OF ANY WORK ANY DISCREFANCIE9 FOUND
BETWEEN WHAT IS SWOUN� THE DRAWINGS AND THE EXISTING FIELD
CC)NDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE GENERAL _�
CONTRACTOR OR THE LOWE'S PROJECT MANAGER TO DETCRMINE WHAT ,
ACTION SHOULD BE TAKEN. � � 7
OF FIVE S,AEETS
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EX15TING NEW EX15TING NEW .. •. .• . . . . ..
______._.__,. : : : :.♦ NO. REVISIONS
NEW 5'-0' WIDE SIDEWALK 6' PERVIOUS COINIC; SLAB ON 8' MIN NE=W 5'
---, --i -- - _-_ ___-- COMPACTED GRANULAR (CLEAN) FILL !-I4TCH C 05TINca TLx.viF2F: (`INIr.+-a) AND PLAN
,- �I ISL
NEW CONCRETE TIRE i-_-_ ( OVER NATIVE a_IL, DO NOT GOMF'ACt
% - ---------..-_..__- ,�__. - _.___ __ _._--._--__-- ...-___ _ 4y' PERVIOUS CONC SLAB ON 8' MIN : '• '. : .• REVISIONS
COMPACTED GRANULAR (CLEAN)FILL : 10/10/06 - JCR
STOP, SEE 6 SOILS UNDER P=_pvI0U5 CONCRETE NEW CONCRETE �-U�iB --
--- IlEh10VE EX(STIhfCe I ;,OIL, DO NOT COMPACT
OVER NATIVE N
001i SIDEWALK ----------------------- ---____ i �. SOILS 1-4-01
LANDSCAPE
------- UNDER PERVIOUS CONCRETE ...N�aW RAMR
EXISTING ASPHALTIC: - i., i f °°, 18Li4ND I ---`--'--- ASPN/aLTIG PAVING, SEE �8 �- �
A5 -
- NEW PERVIOUS CONCRETE �� 2-28-2►1
PAVING
Q , • • ••
S- .' CLIENT REVIEW
_ CONC. CURDS/GUTTER, SEE 1 A5 91M CLIENT REVISION
:4
3/14/05 - JCR
— PROVIDE SLIP RESISTANT - \
n TEXTURE at RAMP, SEE 4 I
-
-
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------------------------------- raMM- - . „T. I T1- '-- �T I 11LINE OF RAMP'S APRON -I
REMOVE EkIS'TING CONCRETE ',•._._-------------_----- -------------• eA5 + -.---------------__._.-____
AND CURB BEYOND
1 _
APRON CURB AND EXTEND CONCRETE
p C III /� �/
CONCRETE SIDEWALKASPHALT PA*,IIWs TO NEW � AD �t I C��� � � I�ONI...f�Eo T� �J I�E:W�1 T� � � A5 <,,
I 1 -0 - 'Cl L ADA 15LE ..IM. 3 CURR5 RAMP 5ECT• ON 1 4
- b MIN. COMPACTED CLEAN GaRANULAR FILL I u
v
6 MIN. GOM+� ACTED CLE�'1R. GRANULAR FILL
°A3 (MIN. 95�e COMPACTION) AT SICEUTALK a CUR® ��� 1 I -0 , �•(MIN. t5%95% CC'MPACTION) AT SIDEWALK a CURB °9
_ - EXISTING ISLAND -- �✓ ��' _
LANDSCAPING REMAINS I \
REMOVE EXISTING CONCRETE SIDEWALK AND Q 8
`n
--- - - _ - - - � PAVE AREA FLUSH WITH EXISTING ASPHALT, EXISTING ISLAND a
THE NEW AREA t0 BE STRIPED FOR HC ACCESS LANDSCAPING REMAINS Z X
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9 .------- ------� TYP Z
6 / EXISTING CURB
'3 REMAINS
A!5 '�
TYP .ur.` ” �. TYP � .2.• U l41
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MATCH LINE (DRAWING TIM I " iD <' ' U �- U
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i' F EXISTING IRRIGATION CONTROL U `V Cl 0
I `' fix» I an 1.• I 't ,,,rr i' �` O p- =w ��. BOXES F,EMAK VERIFY LOCATION, w n/ X N
I ------------- - 1 _ - 1 I �*a " ,`►, '" a I t�� L1j z .'. DEPTH and DIRECTION OF ALL ~ 2V i
I I r N I IK 4 Q O SUPPLY AND SPRINKLER LINES. _ � m
1 r A5 NEW STRIPED CROSSWALK � 3" I �, \_ter �,, �� ~ PROTECT AS REQUIRED � ul 6 D
WITH 4' WIDE PAINTED "' �� • -
YELLOW STRIPES (TYP) f-� •'" ,„, r
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* a 7 ■ + ,ry RED I T ! F
ACE55 RAMP,
} ' NEW SIDEWALKLANE/NO F ARKING
SE af' i ��r '% �' c• e> f: �" ,8 '
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LIGHT STANDARD �••,
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NElt1 4' (4000 PSI) SLAB TO __- ____ - -'==.'
I _ - '�H�_• `�� i // � •� „ J dnd DIRECTION OF ELECTRICAL
p MATCH EXISTING, ALL T5 SEALED I ______. _ __ I 2- /
1 - I I + I \ \ \ Lk.�rtaTl'VG�OO REMAIN A N M SERVICECT AS E
ci
-� PROVIDE )MEDIUM BR FINISH `r Ab
2 I 1 A3 /i \ \ z ;YZ
(TYP) A3 f 1 I I I ' t SIM /i / \ `\ W
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1 I I i 1 I I\ \ 1 CURBS .
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w I 61 �\� SIGN-at EAC HDCf' // / I 8
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(.,LAB I . MATCH EkIStiNG // / — -- -
6 SEE I -- - -- ----- I 1
+@EMAINS I ---- - ----- ----- I 1 � / \ OVIDE SLIP RESISTANT
(' � I I A5 TEXTURE at RAMP, SEE I'
SIM I i NEW PERVIOUS CONCRETE /�/ //�� \ \\ ��� 6 I A5
(X � I PER PLANS and DETAILS / / `
I• �• � --------- - _ 1-I! •. / � /� A3 /1 1 CURB/GUTTER, SEE
w �_ __I II (TYPICAL) / // \` �% I SI A5
A / -�
NEW PERVIOUS GG:TvCRETE ARES•: 5,018.0 SG. FT. // ,/ �\ i
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y- �- Q I I RELOCATE EXISTING \ j
TY 1 ' r Jry Q W Q , CATCH BASIN
P ---- ---- . ...__ -- -
I
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TYP I REMOVF_ PARli STALLS' ``�
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CONCRETE CURBS Ai
I---- I - ? 1 PAVEMENT (DASHED LINES)
I
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REMOVE EXISTING I �._---__-.. . � � 4 'm' / // \\\\ / � LINE OF CURB `
CONC. CURB i� ---� '\ \
XISTING 1,-6--E BIB //i // \\ `� / BEYOND
PROVIDE FROST FREE 1 i // \\` \ I 41 T ION � 1 �; �
i
CURB
RA 5
T PROTECTIC.'N at NEW SLAB - // / \ I '0
6 Lu
PENI_TRAT ON,
tt�1. / \ u
-- ! TYP A4 �> !` -` / // \\\ \\ / ��j 1 EXISTING TREES WILL NEED TO BE REMOVED OA_- 1
r /
�4'% DUE TO SURFACE ROOTS INTERFERING WITH NOTICE 'CO EXCAVATORS:
\ I a �, // ✓ / lPLANNED INSTALLATION OF BRICK PAVERS II II II
\ ATTENTION: OREGON LAW REQUIRES w
iIN
AND GRATES YOU TO FOLLOW RULES ADOPTED E5YLu
G�ON'rINUE 9J dL� \ CATCH B RELOCATED- e, ,NEW.ACCE55 /i /\\ \ �` THE OREGc�N UTILI,•Y NOTIFICATION
I RAMP, 5EE 3 •4 , / // \ `\ • NEW TREES WILL BE INSTALLED BACK IN THE CENTER THOSE RULES ARE SET FORTH
�?M fr1") \ VERIFY AG PAVINr GRADE TO DRAM \ /� \
4 i \ aml PIPE FALL and DIRECTION �. // / \ ` PLACE OF THE EXISTING TREES AFTER /
INSTAL NEW MEt.�L .K E A3 A3 / / \ ,��,� CONStRUCTION � IN OAR 952-001-0010 THROUGH OAR •Q '°-./' W
GR<,tE At EXISTINC'i , TO ^-ATCH BASIN �° /// ./ \\ A" 952-001-(00'-50, YOU MAY OBTAIN
'THEE (MATCH ADJACENT) i / h� w }
�` ( / \\ C. NEW TREES TO BE INSTALLS WILL BE 54JEET COPIES OF THE RULES BY CALLING �•
GUM AND RED MAPLE 5' TO 8' IN HEIGHT HE CE THETE TELEPHONE NUMBER FOR
/ / D /
EXISTING TREES
NEW 8' WIDE CROSSWALK- °` ' 1\ �i/ �/ \�\ \ j �.� - ��� THE OREGON UTILITY NOTIFICATION
10 // ,`0 (� CENTER IS (503)-232-1981)-
Ag Lu
WITH 4' WIDE PAINTED 1 Luxra+.:y:,; / �.
TREES WHICK MAIN) YELLOW STRIPES (TYP) (/ <
\\ SEALANT Z
` / P' Q `� ` POTENTIAL CINDER'sROUND FACILITY — --
.R – �rsonva•:.�r.anwrx,rw \\ \\� ,OQ ty j / 'BIERS
\. 3 �> \\ \, `� �' ►- - C41 the Oregon OneriFi11 Center !(�
\ \\ / 1��� y 1� p`,~` RY' 1. 1-800-332-2344
RE-PAI'°,T CURB COLOR
G , o?" RED IT INDICATE FIRE 11 / ��\U� EMERGENCY TELEPHONE NUMBERS
r.w n,cuan:,�,c� ;,■c LANE/N�� PARKING r __
e o s 5 r4 LU J O I N T
� - -
/ ,•t';."""""`:"°"""'�`�'� PROTEC- EXISTINCa FIRE ----- `%
NW NATURAL GAS
w
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I I LOCATE Ex1STING WATER LIN('_ f EXISTING GONG SLAB I NE6 CONC. SLA13; M-F lam-bpm 503-226-4211 Ext.4313
1 -- - --- - AFTER HOURS 503-226-4211
PRIOR Tc� �;'I'ARTING WOt>Rk: '� DRAWN
SEALANT RISE 503-464-1111 Rjw
VERIFY C(:FTN drtd DIRECTiC7N I
} ...... OF LINE f N70RANT IS TO REMAIN \, QWEST I-600-513-1311 ----- CHECKED
• ACCESSIE3LE and M SUR1/ICE / ' 3/4' DIA X Ib' LONCs DEFORMED CITY DUREM OF MANTENANCE 503-823-1100 JG�
I I DURING c•ONSTRUCTION) \ / r CITY WATER 503-823-A814 - ------
\ I 1 CSAR at 24 O/C (TYP) DATE
1 1�RIZON I-800-483-1000
/ - - SCALE
2 (1A5 NOTED
NOTE TO 150DERS: JOB NO. I
THESE CONTRACT DO(-:;-TENTS HAVE BEEN DESIGNED ,MID (:PAWN OFj-I5
� f ,
' EXTEND CONTINUOUS ACCESS RAMP, �� I 4 A•°iS MING EXISTRy, BUILDING CONDITIONS MATCH THE ORIGINAL LRAWINT'sS SHEET
. 15L AND PLAN T �.,w•rcT�, REMANS THE RESPONSIBILITY OF THE CONTRACTOR TO
TIED INTO EXISTING CONCRETE PROM L --_�_ VERIFY ALL EXI9TMG CONDITIONS FRIOR TO THE SlT®111SSION OF A BID
VERIFY LOGIATION OF RAMPS APRON IN Aj I/8 I -0
FIELD. AVOID HAVING TO REMOVE TWO � AND TO THE COI•�'11T1C.EMENT OF ANY WO!'�lC. ANY DISCREPANCIES FOUND
EXISTING TREES. ,
BETWEEN WHAT iS _&HO1N ON THE DRAWINGS AND THE EXISTING FIELD
p r
�'\✓^� -'�'��✓ \` ° ON5T I�� I (ON O '� CONDITIONS SHALL BE DROUGHT TO THE ATTENTION OF THE GENERAL
_-_ R DOWEL J O I N T CONTRACTOR T L T
\ OR HE LOttJE'S PI�JEGT MANAGER TO DET-;�1•?ME WHAT
J.,
ACTIO'4 °•�•(OUI.D BE TAKEN.
y
LOF FIVE SHEET
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• • •• •• • • • • • •
• • • • • • • • • •
• •• NO. REVISIONS
' (MATCH STALL WIDTH) — - - -
. • 2-26-01
I
• • CLIENT REVIE
PERVIOUS CONCRETE NOTES
® CLIENT'S REVISI
•�� ••• 3/14/01 - JC [
PROVIDE NEW 6' PERVIOUS / PEIRMEABLE
i CONCW—TE SLAB IN NEW ISLAND AREA - �,• •• t
,
I ' +TONEYCRETE' OR EQUAL OVER I I/2' - 2' �'`- ,,'�''•�" / �• r
CLEAN AGGREGATE, 8' THICK, OVER
f i _ —i
N,ON-WOVEN GEOTEXTILE FABRIC OVER
NATIVE SOIL
-El 10)
PERVIOUS CONCRETE SHOULD BE
- ---- - - - 5'TANDARD TYPE AND NOT HIGH POROSITY ,• ,/� I
I I
4 PERVIOUS CONCRETE.
4' WIPE PANTED WHITE
CONCRETE SUPPLIER MUST HAVE NIS -
,• STRIPES (TYF9
r ---- ----- REFRESENTATI VE ON SITE TO MAKE FINAL �
MIX ADJUSTMENTS. Dl
• PERVIOUS CONCRETE MUST CURE 24 HOURS
BEFORE FOOT TRAFFIC AND l DAYS BE"•ORE
_ ANY LOAD BEARING WEIGHT.
F__•-:-___-:----_.T _ t•'3E CERTIFIED CONTRACTOR APPROVED ''•" � �r^.. — �
I I• > BY- CONCRETE SUPPLIER
REMOVE EXISTWG CURB,GUTTER BEGIN CURING WITHIN 20M MINUTESt FOG IF ,,
I and ASPHALTIC PAVING (TYPICAL) REQUIREDt COVER WITH 6 MIL POLYt TACK
GOUN WITH NO WEIGHTt NO NOT DRAG 6 MIL
f POLY OVER SURFACE. �' w
�n rrA Turn n'n nTIT,rrrn-n rrrrn7i mrrrL��-
I II II II II II II II II I!II 1111 11111111 1111 111111 — -
I II II II II II II II II II II II II II II II II II II II II II �
o�, -�-`-,��-_."-�•-�"'�-•"'�� -�"- "�" "" A-j"'"""""-" 0
I II II II II II tl U II II II II II II II II II If II II II II 0 JUB-GRADE PREPARATION NOTES: i'
I I I I f I I I I I 111111111111111 11111111 1 11111 1111 70J-1-
11
o,
c T T RAMP,SEE 5
11111 11 Il 11 11 lr 11111111111111 1111 1111 11 1111 I 13 ESSENTIAL THAT THE PERMEABILITY OF
n 1 f 1 II II II 1111 II II 1111 II II I I I I II II I I I I 1111 II �p Tr4E UNDERLYING NATIVE SOIL BE j f . A4 U �y
III 1;11 If II II II II II II II 11 II II I!II II II II li II pC PRESERVED. THEREFORE, THE EXISTING
1-ulw u"�iLuLy u uu u u_u.u�uu U 1 1 __...ir U N " 0
1 5UB-GRADE UNDER BED AREAS SHALL NOT
BE COMPACTED OR SUBJECT TO EXCESSIVE A5 Lu XQQ `'
CONSTRUCTION EQUIPMENT TRAFFIC PRIOR TO
4 STONE BED PLACEMENT. T q
1 A3 WHERE EROSION OF SUIB-GRADE HAS CAUSED l I Q W
I • ACCUMULATION OF FINE MATERIALS AND/OR __ -6 ___ 4'-6 -_
---- --- -- SURFACE PONDING, THE MATERIAL SHALL BE
REMOVED WITH LIGHT EQUIPMENT AND THE
UNDERLYING SOILS SCARIFIED TO A MINIMUM
DEPTH OF 3' WITH A YORK RAKE OR 1
EQUIVALENT AND LIGHT TRACTOR 4 2 ADA FARKING/,4CCE55 .DETAIL
IBRING SUB-GRADE OF STONE RECHARGE �� U
C GED TO LINE, GRADE, AND ELEVATION OF �} °i
TOP OF EXISTING CURBS. FiL,! AND LIGHTLY c.i b
REGRADE ANY AREAS DAMAGED BY >
•- - - EXISTING ACCESS RAMP EROSION, PONDING, OR TRAFFIC COMPACTION Ir,•";' �� F
REMAINS BEFORE THE PLACING OF STONE. ti~
BF C-10 3/4'.._
l'-5-3/8`
r 4 IIII IIII
r H 4 1 I A
EDGE FLAT BAR
F, TYP_
�� A L A
' T .1- i 1/4'
2 1/2"'
ill 5/8' DIA X 3' BOLT
L 3' X 2 I/2' X 3/8'
(2) REQ'D EACH END II'' IIII II
(TYP) llll�
(TYP) l
FLAN VIEW
i �' • 2 Il;;' TYP SECTION A-A •�\
PLAN --
I
CURB I D t LL _
I � •
MATC�4 LINE
Fruumur ■rrrrrrrrrrrrrrrrrurrnrrrr■ ■rrrrrrrrrrrr rrrrrrrrrr irrrrrrruiirrrrrrrrdrrirrrrrrirrrrrurrrrrrrrrrrrrrrrrrrrrrnrrrrrrn r 3i9' DIA ROUND � A 4_1l
FOR CONTINUATIOPI, SET- SHEET A3 I E TOP OF PAVEMENT CROSS BARS
3/8' X 2 1/2' FLAT BAR 4
i WEEP HOLES 3 at 1 1/8' O/C (TYP) (Tlt'P) U
j
(P'
VAT3/8' X 2' FLAT BAR A�TTIE�NTIOo: OREGON�AWQtJI S
RE RE Jl. Lu
I - EACH END (TYP) YOU TO FOLLOW RULE$ ADOPTED BY w
r r--- - ------�- ---- ° a4l VERIFY EXISTING PIPE 4 - ----
1 E (12' MAX) - THE OREGON UTILITY NOTIFICATION .Z
1 I B CENTER. TH05E RULES ARE SET FORTI.4 z
4 5IN �AR 0090P�90.1 YOU MAY0010 ROBTA!OAR -4 OUGH - z
---- ' _ - ---- — 4 _T/3/11 PLAN 6' SECTION B-B COPIES OF THE RULES BY CALLING wn,
1 TYPICAL BOTH ENDS - THE CENTER. l�
I -_--_ _ _•-^--- - r OUTER BARS and EVERT' (NOTE: THE TELEPHONE NUMBER FOR I �__
r - SECOND BAR THE OREGON UTILITY NOTIFICATION
I IL _j CENTER IS (5@9)-292-1981).
POTENTIAL UNDERGROUND FACILITY
NOTE: � -
ERS ''II IIII
FRAME and GRATE SHALL BE FLAT BAR OR
_VE'RIFY 6' APPROVED EQUAL y
MATCH EXISTING MATCHEXISTING �
c CII the Oregon One-Call Center
1-800-332-2344
'7ECTION A-A _ SECTION B-u CURB and GUTTET CATCI4 B,4,51N
"� R and C�R,4 T EMERGENCY TELEPHONE NUMBERS
I I CJ•_I_D_ Wf iL.KiENTi�1' PLAN NOTES: Ate N.T.S. ^� - NWNATURAL GAS
44 1/8' • I'_of M-F lam-bpm 503-22ro-4211 Ext.4313
c,ATCH BASIN TO MATCH EXISTING CATCH BASIN TO BE REMOVED AFTER HOURS 503-226-4211 DRAWN
PGE 503-464-1111 RJW
:;ATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-418 --- ----------
I C�IIlEBT I-800-513-1311 CHECKED
BET CATCH BASIN ON 8' MIN OF 3/4' COMPACTED BASE MATERIAL CITY BUREAU of t1AMTQNNJCE 503-823-1100 JCR
CITY WATER 503-823-4814 ---- -----
VERIZOI4 1-800-483-OW DATE
2 I MAXIMUM DEPTH OF STANDARD CATCH BASIN TO ESE h' FR(-,M TOP OF - 1-25-06
:3PRATE TO FLOW LINE PIPE
SCALE
PRE-CAST CATCH BASIN: AJ NOTED
MINIMUM WALL THICKNESS TO BE 5' NOTE TO BIDDERS: JOB N0.
THESE CONTRACT DOCUMENTS HAVE BEEN DESIGNED AND DRA I 06-•15
REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 6® OR ---- - -
WELDED WIRE MEETING A 46SUMING EXISTINCr BUILUI%CONDITIONS MATICA THE ORIGNAL DRAWINGS, SHEET
IT HOWEVER,REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO
ti VERIFY ALL EXIST14G CONDITIONS PRIOR TO THE SUBMISSION OF A BID
AND TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES FOUND
BETWEEN WHAT 19 SHOWN ON THE DRAWINGS AND THE EXISTINGFIELD Z__
CONDITIONS SHALL DE BROUGHT TO THE ATTENTIOI'i OF THE GENERAL
B
3 CUTTER and CURCATC!I.4 BASIN
A4CONTRACTOR OR T14E LODE'S PROJECT MANAGER TO DETERMINE WHAT 1f7
tION SHOULD TAKEN.
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12' •
•
�✓ N0. KEVISIONS
ASPHALT PAVING, SEENEALL, LALMLLii
W
I i p� 3 2-28-m1
6' PIFWlOU8 CONCRETE � �� \� -_'`EW I T•I Ill ••• :+ CLIENT REVIEW
6' PERVIOUS CONC SLAB ON 8' MIN
11 X f8 SIGN WITH INTERNATIONAL ..-_ .. _-- I RADlIl9
4 COMPACTED GRANULAR (CLEAN) FILL ••• •Y• •. ,• l� CLIENT' S REVISIONS
SYT150L OF ACCESS f•T1.- •��/��� /�� OVER NATIVE SOIL, DO NOT COMPACT [ :i. :.: :.• : 3/14/Ol - JCR
I'-0' 10 BOTTOM CIF SIGN TO I I/2' k 4' X 8' MASONRY PAVERS SET IN } 60ILS UNDER PERVIOUS CONCRETE
FINISH GRADE [ I' LEVELING COURSE OF BUILDERS SAND ✓�\``�- --- - .-._ _
TOP SOIL
PARKING WITH D.M.V.
DISABLED PERMIT ONLY
• I NOTE:
VIOLATORS SUBJECT TO
fOwING UNDER SIGN ���-�B TAKE CARE TO INSUR PAVERS ARE LEVEL I �� Ala
ORS 811.620 AND FINE and FLUSH WITH TOP OF CONC SLAB I i (
UP TO $470 UNDER -
ORS 811.615
VAN--ACCESSIBLE - SIGN bR2m-6D I 4 — ,� l• J J QJ J� ) C �C_ 1
e —
1-- 1— —
_ `�
` Ln •'
GALVANIZED 'U' CHANNEL POST `p -, � ' 1'1 &A5 y1
i CURB/GUTTER and SLAB SECTION ar
T 8' MIN COMPACTED *CLEAN' N.T.S.
z x
I'^ GRANULAR FILL (DO NOT Er' Q LL
COMPACT SUB-GRADE at
ISLAND, SEE NOTES SHEET A4 NOTES:
4� CURB TO BE CONSTRUCTED OF 4000 P.5.1. rY1 rn
CONCRETE &ECT I ON 1' RADIUS 1/4' RADIUS ('.' SLUMP) CONCRETE L1J �
lL �'
`•, �• V2' CONTRACTION JOINTS TO BE r
CONSTRUCTED AT 12`'-0' O/C
- - - - 4' DIA, SCH 40 GALVANIZED STEEL m
r I I PIPE BOLLARD PAINTED OSHA YELLOW 2 wL ' PERVIOUS CONC 5LA5 ON 6' MIN N X 0 C4
FILLED WITH CONCRETE 12 COMPACTED GRANULAR (CLEAN) FILL
C �� Ot, I2OVER NATIVE SOIL, DO NOT COMPACT �JJp@ IL V uV CV
_ / ( SOLIS UNDER PERVIOUS CONCRETE Q 0-
12 6'
I �
0 FAINT CONCRETE BLACK AFTER TRUNCATED DC%NE DETAIL
1/2 r P) �'+y '
CURING AT ASPHALT LOCATIONS N.T.S.
I . I
�•� cam! ra
' TEXTURE DETAIL --
1 ;
- ----- - 4000 PSI CONCRETE N.T-S.
SLIP RESISTANT TEXTURED ,SURFACE
PER ADJACENT DETAILS
4000 P.S.I. CONCRETE _
x CURB/GUTTER DETAIL -- -
- Q BROOM FINISHED CONCRETE At>
N.T.S.
SIDEWALK EACH SIDE OF CURB I' ASPHALT SURFACE COURSE
> CUT (TYP) COMPACTED TO 55% DENSITY
TACK COAT d
PICAL SLO E / ! CURB DETAIL
1:12 MAX. / E N.T.S. 14l�ll
2 ASPHALT BINDER COURSE
COMPACTED TO 959 DENSITY
_ I lo' COMPACTED STONE BASE _
COMPACTED TO W% MODIFIED
PROCTOR -
i I CURB EDGE OR SIDCILIA.LK O
Z
l ,
F 3,-0• 1/2' MAX BEVELED At I : 2 ?o i i a _ COMPACTED SUBGRADE U-• —
__ - WHERE RAMP MEETS PAVEMENT ' ' '
RAMP TEXTURE IS TC: BE DONE WITH AN EXPANDED MEI AL GRID T - T w J1 IIJI
PLACED and REMOvf::: FROM WET CONCRETE TO LEAVE A DIAMOND NOTE: y
PATTEF�I 1/8' DEEP, Cr' OTHER APPROVED SURFACE TEXTURE ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE
STANDARDSPECIFICATIONS FOR PUBLIC UJORKS CONSTRUC TION NOTICE TO EXCAVATORS:
C CURRENT EDITION A5 PUBLISHED BY AMERICAN PUBLIC WORKS ATTENTION: OREGON LAW REQUIRES �
SAND ICAF� ED CURB CUT ASSveIATION OREGON CHAPTER YOU TO FOLLOW RULES ADOPTED BY Ill 1
I'llAt0 N.T.S. Tum ^RECON UTILITY NOTIFICATION
STANDARD DUT r 45f= 4AL.T FAVFIENT SECTION CENTER THOSE RULES ARE SET FORTH
PROVIDE ONE SIGN AT EACH HANDICAP SPACE IN OAR 952-001-0010 THROUGH OAR.
A5 N.T.S. 952-001-0090- YOU MAY OBTAIN �" }
o COPIES OF TIE RULE5 BY CALLING -- O
WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY,
THE CENTER.
THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 41-0
- NOTE: THE TELEPHONE NUMBER FOR
THE OREGON UTILITY NOTIFICATION LU
- CENTER IS (503)'-2.32-1580. ' �
ACCE551BIL ITY SIGN cv Q�
N T.S. _` -- POTENTIAL UNDERGROUND FACILITY -- -
___ ,taw,• nn,, lel =3 Q
INSTALL MULCH AROUNC TREE lL -_� y
BASE AND HOSE BIB, 3 DEEP' w _ - •4 _
SEALANT, FLUSH WITH TOP __ -� // ,x ;� �\ _._. _ x� Cell the 800-3Oregon 2-23 11 Cente, -� .� Ln
f OF CONCRETE - -� - \ _._ - PAINT COLOR TRAFFIC LINE WHITE, 3' WIDE 1-800-332-2344 \j
MAINTAIN MAXIMUN IIA' RADIUS / - - - - ., EMERGENCY TELEPHONE hiUMBERS
F TOOLED EDGE AT ALL CONCRETE / ---- 1 1/2' X 4' X 8' MASONRY PAVERS ' s
1 - - F - BLUE BACKGROUND, PAINTED
CONTROL/EXPANSION JOINTS —._-- ------ [ COLOR AS SELECTED 8 l9 k
SET PAVERS ON I' LEVELING � " ';" MIN,�' NW NATURAL. GAS
CONCRETE WALK, SEE PLAN SAND, FILL GAPS WITH SAND AND `r ' �'> _ _ 11 x 4 I
M-F lam ropm 503 22CP 42 E t. 3 3
SWEEP FINISH '
- AFTER HOURS 503-226-4211 DRAWN
\ _ J I PGF 603-464-1111 -
` (MST f2L UJ
I-86,10-513 1311 CHECKED
V
- A5
EXISTING Tf`EE REMAINS ._ .. -_ _ _ _ J CITY t3UREAU OF MAINTENANCE 503-823-1100 ic-R
/ CITY WATER 503-823-4814 _ --
' ', �' - _ _ _ _ ��.• "" / VERIZON 1"8(d0-483-1000 DATE
PROVIDE v�[F 3T`MBCL AT EACH HANDICAP /v_—CESSI5LE STALL
FOLLOW CrUIDEL!NES FOR PROPORTIONING OF INTERNATIONAL ALE
AS NOTED
3/8' FIBER PRE-FORMED JOINT �' - - """ '� eYMBOL c: F A�:CESS AS REQUIRED BY AAA, ANG/OR JOB NO
_ LOCAL Ho'WDICAPP!ED COIDES NOTE TO BIDDERS: OL'i-16
FILLER WITH REMOVABLE " THESE CONTRACT DOCUMENTS HAVE BEEN DESIGNED AND CQAItN
p SEALANT JOINT CAF }�
9
HAND I C A P :��I [�O L AS>��+ EXISTING BUILDING C:ONDITI(NS MATCH THE ORIGINAL nRAWINGS, SHEET
' CONTROL/EXPANSION JOINT �---� 1r HOWEVER REMAINS THE RQSF`ON°vIBf11TY of THE CONTRACTOR TO _
N,TA. VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUES ISSION OF A BID
AND TO TWF COMMENCEMENT OF ANI WOW- ANY DISCREPANCIES FOUND
V A52 N.T.S. \A BETILEEN W14AT IS SHO.A ON THE DRAWINGS AND THE EXISTING FIELD
TREE WELL DETAIL CONDITIONS!SHALL BE BROUGHT TO THE ATTENTION!�F T►4E GENERAL
-------- CONTP.ACTOK OR THE L OWE'S PROJECT MANAGER TO DETERMINE WHAT �J
A5, NTS ACTION SW(XILD ryF WEN. -6 U� /
`~ OF FIVE SHEETS
Ile: LOIUE'b A-5
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• •.• .♦• , • ♦•• No. REVISIONS
1'
• • • • • • • • • • •
i
r i
i Existing street trees
1-EC
2-PCE 72'oc BEVELAND S
3-AC 15'oc 1-PC -
�� `` ~`
Existing sidewalkOD00
0 0 0 0 M
Cn
LJ
- - -, f-- 0
Yi
< v
U
1-RAK o LL
Ed e existinglantin s _ . Existin siciewalks
W M
ZM
Np�f`
172-VJ 8'oc CTyp patterns PLANT SO THAT TOP OF ROOT �' Q u 000)
BALL. IS EVEN WITH THE
FINISHED GRADE Z a L W s
1-EC Y a `0
1-AC / - • PAINT ALL CUTS OVER I" DIA. E -J ^
2 PC 18 oc W
2 RAK 1 u o c �_--- E C ---- — 04
M Y
1 2 S(RAND TWISTED 12 GUAGGAL. INE
2—PC 18'o c / 2—PC 1 o c / RUBE RRHO ECASED - 1" DIA.
FIR STAKES —
2-3 STAKES 2" X 2"
fy' Brow of s l e - ! DRIVEN (MIN. 18-) FIRMLY
3 AC 12 oc ruck park
INTO SUBGRADE PRIOR
t°
LAWN 1-EC 1'0 BACKFILLING
FORM i MULCH
Edge of proposed lawn 1-RAK / SAUCER
-RAK _ Lz-)
SPECIFIED PLANTING
WATER & TAMP TO MIX
1 �' REMOVE AIR POCKETS - -" O
NOTE: 0z
•
Li
i STAKING AS REQUIRED 2 X BALL DIA.- LK
f' I
O
TREE PLANTING = VERTICAL STAKES z �
W
SCALE: NOT -f0 SCALE Q� U
4 PCE 45'oc r
� W ~
~ O
z
Existing chain link fence LLJ
O
Property line Of —
PLANT SPECIFICATIONLLt
u� <
SYMB BOTANICAL NAME COMMON NAME QUAN SIZE SPACING REMARKS -L :D
AC Acer circinatum Vine Maple 7 6--e ft 15'oc Multi - s � ememd cn O
w
Vi rctosta h los uva ursi Vancouver Jade Vancouver Jade Bearberr 172 `1 " pots 8 'oc °- _ 3:P y y
EC Euonymus ala -tus ColY�pacta Dwarf Winged Euonymus 6 J gal Shown o C�"
NORTH , 1 - _ - ' z O < co
Scale 1" = 20' PC Pin .�s contorta Shore Pine 6 7 ft 18 oc_ Q w
1 -
PCE Pyrus calleryana Eogewood Edgewood Pear 6 1 1 /2" calip Shown
RAK Rhododendron Anna Kruschke Rhododendron Anna Kruschke 5 24 - 30 in Shown
DRAWN
WKR
GWECKED
i
DAZE
C�9-26-07
SCALE. _
AS NOTED
JIM NO.
SHEET
cF 7
OF 2 sHFmi
.L .
lama 00,11
WE,mW
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IN
• • • • *so. • • • • • • • •
• •• •• Y • • • • •
so 6
It • • • • • •
• N0. REVISIONS
••• ••• • • r• ••
• • • • • • • • • •
4
a
BEVELAND ST —
00
I
Existing sidewalks E g r
_ _ �
----�- Existingf a
turnd irrigation <
I 0
- _ U)
Edge existing plantings _ _ _ _ -- -
g ZM
.r ?h
n
o U rn
Z a �Wrn
LEGEND `� o -0M
_— See Drip Line _j 0:
E W � MNM
3 / 4 �, /4' Detail IOOIOW ® Rainbird 1 1 /4" model PGA remote control valve with pressure regulating module J into
Use 1 model for drip irrigation zone
O Q Rainbird R-50-6.0 for rotor pop—up spray for turf,
model 1806-10F and H for shrub areas.
3/ 4 " 1 " 1 / 4„ l 1 _�_" • Rainbird model XACZ-75 drip irrigation control valve
ruck park
I Rainbird air/vacuum relief valve kit. Install in SEB-6X emitter valve box
/ LAWN
1 # Pa Wilkins BR4, 1 " pressure regulation device as required r'
Schedule 40 PVC sleeve, double size of pipe
Edge of proposed law nroW of slo e
r �.B
3/4" 3/4"
w
1 /2 cr i
1/2
Z
W Q
0
Property line L_Lj
Existing chain link fence
Z O
NORTH _ LOCK CAP VAULT BOX(S) �
Scale 1 - 20 w
0 >
� --
POP-UP LAWN HEAD DOUBLE CHECK ASSEMBLY
W
I .-FINISH GRADE c, L1J
f:
11.1 �
AIR VALVE IN _ i� 0
3 / 4" PVC or black strip tubing LL_
VALVE BO 1111 11111 ELECTRIC VALVE MANUAL VALVE WITH UNION Z
CONTROL WIRE �
N
• �
(1� _
--- ,.'----. Air valvea SUPPLY UNION 8 oc � -
f
LII�II SUPPLY Q �'-� J W V
c . _.
�— �
Ln
12 " -- z0Q �
�' Qr- ISI
_ DRIP IRRIGATION DISCHARGE --s —J ��:
C'J
`-
24 DISCHARGE TO LAND--_;(',"APE DRIPLINE
-- CONTROL VALVE NOTE _
a 3/4" PVC line from irrigai ion main �' ' _
PRESSURE REDUCTION CONTROL
- CHECK VALVE ASSEMBLY EXISTING r ECKEM
PVC HEADER AT NORTHEAST DRIVEWAY ENTRANCE oA�
02--26 07
CONFIRM SIZE, TYPE AND LOCATION ��
DRIP LINE DAS NOTED
J08 NO.
NTS
- SHETN � TIN IA � A � -
N T S o _-
7 wo A
f 7—
OF 2 sHEETs
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