12220 SW GRANT AVENUE F3"' PR( ES(
y /
1 ' 392
Sot��,�s PROJECT
S1 TE
wr ! DRAWING INDEX (9,yw EXPIRES: 12/31/��
% C1 SITE PLAN � •_�w TIGARD � � �.E'�.'ISIONs
C2 SITE GRADING & DRAINAGE FLAN�� o �,
V r C3 EROSION CONTROL PLAN �� —
w'ALNUT ST �' •
1 SITE TOPOGRAPHIC SURVEY -
`. ' \ L1 LANDSCAPE/TREE PLAN
- -- -- -
NEW 2 ,�s, \ 1 ELEVATION �,
• 9 yy'j 2171
DRIVEW Y \�
\\� AP ON 'es,sF� 2 FLOOR PLAN
\ MCDONALD S1-
`� 1 of 1 GRANT STREET IMPROVEMENT PLAN --------
/ n EXI5TIN Q a
6'
CEDAR ENCS
X Jam, , 5 EXISTING 3.5 CHAIN
LINK FENCE 100 YEAR
(APPR0XMATE) VIC,!'�ITY MAP
o -A / N.T.S.
/ S
O+ Y�,
BLUE / �' _3 F r� �\
/ REFLECTOR v �. ��
REMOVE EXIST. A.C. SIDEWALK-� NEW 2.4' 2� OO h�j' FU1`URE o
CONSTRUCT NEW 5' PCC CONCRETE f_ ,IVEWAY \' \ 600 SF . / SITE SUMMARY
ALONG ENTIRE PROPERTY FRONTAGE APRO �� ADDITION DS1 \� /
PER CITY OF TIGARD STANDARDS s 4 \, FF 155.25 \
ADDRESS: 12220 GRANT STREET P1 Atj_LEQEND:
/ i; <AS,.. S ^Q TAX MAP: 2S102BA 01100 G
ZONING; I-P, INDUSTRIAL PARK
a" e« ASPHALT PAVING
CONCRETE PAVING 18660 sw boones ferry road
TOTAL SITE 35,1 AG SF tualatin, ore9on 97062
EXISTING RESIDENCE 1950 SF ACCESSIBLE PARKING STALL. 9.0' STALL WITH 8.0' STRIPED (503) 885.8605 phone
C / �n�ti 's'�C EXISTING SHED 410 SF SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL. (503) 885.1206 fax
SEE STANDARD DETAIL THIS SHEET.
S M / / F'sq c `, . - 100 YEAR PROPOSED ADDITION 600 SF
T COMPACT PARKING STALL 8.5' x 16.5'
RIM 156.12 / \� 8S• �O / (APPROXIMATE) TOTAL ROOF AREA 2,960 SF 8.4%
( )
6 \ S9 12" cEc 1 yin <v ' PARKING 1 HC --�E--- PROPOSED 6' CHAIN LINK FENCE W/ VINYL SLATS
\ S� 2 COMPACT —O- EXISTING 3.5' CHAIN LINK FENCE
/ 6 rh.,� 5 STANDARD
�� 1�1EWL
' i a" cEDa h ' �r �� EXISTING GRAVEL 4,280 SF -X1
R �.. f ;: AC PAVING ��' �f: .:� .� 1b"','tnatE
`^�'
gip. ti•y� ... _ GRAVEL TO REMAIN 930 SF- 2.7% � CATCH BASIN
SAN MH Q V MANHOLE
RIM 151.36 1 � v EXISTING ASPHALT PAVING 371 SF 1.1% �
SAVE / J _� CV) UTILITY POLE
�o EXISTING / NEW ASPHALT PAVING 4,790 SF 13.6% FIRE HYDRANT
TREE Q• LANDSCAPING TOTAL 26,085 SF 74.2%
b
,^�
o•• EXIST. GKA E! �J (INCLUDES 8700 SF ENHANCEMENT AREA) M M METER
TO REMAIN
CRASS v 100% QV UTILITY VAULT
• � \ �
7 TRANSFORMER AND FAD
VALVE BOX COVER
R-I� LIGHT POLE
20, FM / col i t
�// �? WALL MOUNTED LIGHT
< FIRE DEPARTMENT CONNECTION
' 20 ' �s \ ' �� �0, KEYNOTES
s GRASS CITY OF TIGARD
"' �.•T .•`` \`�. J� 1 REMOVE LANDSCAPING AND EXISTING SIDEWALK •••""'•'•"
roved...................
�.°' O2 SEE ENHANCEMENT PLAN PREPARED BY FISHMAN ENVIRONMENTAL Conditionally Approved...............•.•...... 117r�:
O� �/ For onlythe work as described ln'
s h GRASS \Fp / 3 STREET TREE PERM T NU -� � "`� � '/U
6'\ / cF 4 EXISTING STAIRS TO REMAIN. See tetter to. Follow.
O•. p ...-�. � Attach........................... ........... .(
3'x9' GARBAGE STORAGE AREA: INSTALL 6' CHAIN LINK FENCE WITH SITZ' a--
�f' ti>�% OBSCURING VINYL SLATS WHERE SHOWN. Job Ad re Uate:
/ — ` FF � Fly'AERT CLUSTER ®y.
15' PRIVATE �'�' S"'' '�,' 6 PROVIDE EXTRUDED CURB TO PROTECT EXISTING TREES FROM VEHICULAR /
i STORMWATER ;
i \ FTRAFFIC.
EASEMENT J
` 44" DE
if CITY OF TIGARD.............
�.--'
Conditionally Approved........•. t '•
/ . .,'�-•.,..._s'' EXISTING ......(
/ / For only the w� LL.
a cfeactibed in:
APPROXIMATE CENTERLINE \ CORNER OF BUILDING PEFIMITNO.��
OF CREEK � ....................... ...........
LL
� EXISTING See Le r to: Follow.
� _ ' `_• ,__., -, , r _.__BUILDING _ Attech .....
WATER LI.-VEL ON .Y job dr -__ � —��-- `-J
30" Vk4LNUT �= Oy: Vice:
11/10/01 = 140.20 2 0%
�s 1 •�., 6.0
\ `Yo
/ Al /
' S So
AO. 4" HIGH '
`si• WHEEL STOP
oX , P�- 111
\ F •% I00
b
LLJ4"
LLJ
HIGH
WHEEL STOP ^ ,,.T`
(TYPICAL) � � \�
9_0' 8.0'
a z Z
0 in Q 0 CL
o:i I co 0
Of
0 LLJ
LLJ " ¢r
PAANUIf�WPI 1 Y 1' 0,4
w1105 "�' OR20_.6B I 3" WHITE STRIPE N ( ,�
Llai. B•0 SIGN mY°%91".1
sl 91" I (TYPICAL) `— '✓
d 3 WIDE PAINT STRIPES - TYPICAL. _ SIGN
t� SIGNAGE DEN-)TING RESTRICTED PARKING PER OR20-68 AND OR20-6D. �<< OR20-6D i COMPACT PARKING SATE: oma,_08_02 a
/ 0 IIITERNATI")NAL. SYMBOL OF ACCESSABILITY REQUIRED AT EACH SPACE. o SYMBOL (TYPICAL)
/ ® FAVING SLOPE NOT TO EXCEED 1:50 (2%) IN ANY DIRECTION AT STANDARD COMPACT
PARKING STALL PARKIkG STALL PROJECT N0: 01268
IANUICAPPED PARKING SPACES & LOADING AREA d
1 SITE PLAN — — -- SHEET NO
C;1 1' 20'-0
Grant Ave. 12220
- 2 ,�'� HANDICAP ACCESSIBLE PARKING STALL 3 PARKING LOT STRIPING DETAIL s1T2001OoD0,0,P4M2DDz-00163 t
20 0 20 401 111=151 '" '" 5
C , C, I
R EG'E*I V E D
C 1
OF
NOTICE: IF THE PRINT OR TYPE ON ANY 'III III III III III III III I I III III III I I III I I I I I I I I I I III III III I!I III III III III III III I ! I I I III I ! I III I!1 III III V I I I V I I I I !I ' I I I I I I i III III I !I! III III III III! I I
IMAGE IS NOT AS CLEAR AS THIS NOTICE,
1
IT IS DUE TO THE QUALITY OF THE No 36
ORIGINAL DOCUMENT O�E 18Z 8Z LZ 9Z 4Z 1bZ SZ �Z [Z OZ 6i 8[ L�i 91 9[ blli El1i �Zi i�[ �11
[ �8 GI Illi (III IIIIIIII (III (IIIII Illl�llliIllIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII Illlllll1llllllllllllllllllllll IIIIIIIII1IIII Ilil1lill llllllllllllliLu 1.1 IllJllllll4lll
PF?C
IN S,
4�/ 1 3 2
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Y SARAH
KEYNOTES EXPIRES: 12/31/0
e STS MH / (D INSTALL STORMW',TER MANAGEMENT (SWM) CATCH BASIN STORM
FILTER WITH �1) CARTRIDGE FOR WATER QUALITY. CONTRACTOR REVISIONS
RIM 154.68 TO ,=RDIl` ATE INSTALLATION WITH SWM: (503) 240-3393.
0 PLACE 1 CY MIN, CLASS 50 RIP RAP AT OUTFALL TO CREEK.
o
8 IE = 145.43 - - --`
- -
'�'? REMOVE SIDEWALK.
CB P O4 REPLACE SIDEWALK WITH NEW HANDICAP ACCESSIBLE RAMP.
RIM 154.1 �•� 0 CONSTRUCT NEW 24' WIDE DRIVEWAY PER CITY DETAIL.
L IE 150.x'.
^� CB \ 6 CONSTRUCT CONCRETE STEPS. CUT EXISTING SIDEWALK TO MATCH.
RfM 154.'77 --- - -------
7 REMOVE EXISTING ASPHALT SIDEWALK. CONSTRUCT NEW 5' WIDE SIDEWALK
ij,• / IE 151.57 \ C\
'�,{' � - � 0 1 � ,LONG ENTIRE PROPERTY FRONTAGE PER CITY OF TIGARD STANDARDS. -- ------------- -
It 154.9
154.
_ ..154.
55.
�\ 15 / / 6 100 YEAR
/ 4 '60 F I-OODPLAIN
\� 3 `�S (APPROXIMATE)
,S \ /
CONSTRUCTION NOTES:
1. PAVING SECTION: 3" CLASS 'C' ASPHALT PAVING
n`BER - 8" 1 1/2"
-0" AGGREGATE
i .
GEOTEXTILE
F'U URE
153 1 00 �v� , 600 SF a / 2. ALL STORM AND SANITARY SEWER LINES UNDER OR WITHIN 5' OF THE OUTSIDE OF THE
5 ,
ADDITION DS1 \� / BUILDING OR WITH LESS THAN 15" OF COVER SHALL DE SCHED. 40 D.W.V., D.I.P., OR C900.
FF 155.25 �� ALL OTHER Sc 4ER LINES MAY BE PVC 3034 MATERIAL.
3. CLEANOUTS TO BE INSTALLED AT ALL DOWNSPOUT LOCATIONS AND WHERE
,,o NOTED ON PLAN.
RIMS N 66 / 3 DOWNSPOUT (DS)
^� �� 7 � Q / ?�_ ) 4 FiR 1 6 IE - 153.25 (TYP) o / FRINGE AREA
1$660 sw boones ferryroad
4"SIS �"` - - - - _ ,-
\\' i ' - 062
(503)in, ore on phone
h PI -- - 0.0600 i/ g
(503) 885.8605 phone
W j '.. i �..+,.• i 5 (503) 885.1206 x
100 YEAR
' �If �' 150.0 _ C6 15 ,� � \
FLOODWAY
RIM 156.82 h, , , RIM 148. 1 / " O / (APPROXIMATE)
4"IE(IN 14G83 - � � 00 O /
146.67 A 12" DEC, 1,5
The 9TOmuTs TUN GMWT
GENERAL NOTES: �'
StormFYlt6r
U.S. PATHNT No. 6,02.2,629,
r 14" CEDARi6" FIR` t:I�/�.,.., Qy
F" PINE ' - -�.a `� /�• ^�' MAPI,r 1.) STORMFILTER EY STCRMWATER MANAGEMENT, PORTLAND, OREGON (503-240--3393). No. 6,624,676, An oTHU U.S.
2•) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND AND rot�GN Pa7zN79 PffimiNG
o SAN MH s« `�.' `750 149.5 �, = MAINTENANCE MANUAL FOR DETAILS.
r ` _ \ 3.) EXTERNAL PIPING AND COUPLINGS PROVIDED BY OTHERS.
RIM 151.36
EXISTING TREE ��. �'`•� , \ �J 4.) FLEXIBLE COUPLING TO BE AT
TO 0 ' '_ET. FERNCO OR ENGINEER APPROVED.
O /
/ .. TO REMAIN
A� B 1-PIECE STEEL HINGE - 12 GA. STAINLESS
�� OR CAST IRON GRATE /
/ , I GRASS \ �n� / ,' �� 6' OUTLET RADIAL FLOW STEEL, 2 1/2" OPEN W/1/ 2"
G/U r PIPE STUB r (2" THICK. - RATED r r' KNUCKLE, 22" LONG WITH 1/4"
�o 1 12,000 LBS.
PIN (FASTEN WITH 12 ® 1/4"
%r I � 0�� / STN. STL. BOLTS)
' �.. -
(0 CL/ VO _ OF HINGE20' -�
44'1 .�Q
°� ,%�: // s� GRASS
9 1/2"
Al
LLJ
DIAMOND PLATE COVER
[]
GRASS \Foy
/ I I TRAFFIC S i IFFENED,
\ 01 > / F `- HINGED THIS SIDE CLEANOUT
2 Q
\�C 4 ,y^ \ I`►-, 4° INLET' SCALE: N.T.S.
AFF l'�:)If ERT CLUSTER ✓ PIPE STUB
GPHTE FRAME
15 PRIVATE
\� ti,�`�4--_ ANCHO/PLy_L/R � B �_2
1/2N2 1/2"
) TORMWATER r ( ) - x3/'6" ANGLE
v FI ERT CLUSTER
Li2
^' SEMEN'T � �.......�
- ` 44" DE
CATCH BASIN STORMFILTER - PLAN
CAL N.T.S. 2
. ` /_.
/ APPROXIMATE CENTERLINE
// / OF CREEK -- -
-4'-1
0 �
WATER LEVEL ON �;f� 6so' WJ LNUTa1 - _ SEE 2
11/10/01 = 1-10.20 - - \ I
( {' -
\ Ir0. fa CIL i ER
CHAMBER
S'A soy .' INLET
0. , „ [-
S� r�V�RFLOW 2 -2 3/4
/ 0i,
BYPASS WEIR
_ -
\ Q) 10 GA. STL. I BAFFLE ♦� Z
�/ '� ,
Y U 3'-8 3 4" 1 S
,� / i � (NP) SIDES
^� `, , & BOTTOM _ r LTJ
IL CJ I
SILC;NTE GRADING LEGEND �, S c'
\ I INLET CHAMBER FILTER CHAMBER o RESISTANT _FILTER Z Z
1'-6" OUTLET I_�"`\ EXISTING CONTOUR LINE EXIST, NEW EXOTERIOR 3/16" (TYP) < 0
® CATCH BASIN 2'-5" - -♦---2'---t o` LJ
r,�-15. 1--�.. NEW CONTOUR LINE • MANHOLE --
i
C�) �) UTILITY POLE SECTION B-B cn L�
EXISTING SPOT ELEVATION ,� �% FIRE HYDRANT CATCF BASIN STORMFILTER SECTION q- A � O o }--.-
� S A�LE N.T.S. SCALE: N.T SLi
No 154.5 � 1.J METER 2 2 N Q
NEW SPOT I::LEVATION N <
Cu PROVIDE SNAKE. SEE SPFC'S O ❑V UTILITY VAULT N
Cu d
[� aT TRANSFORMER AND PAD -`- - - ----'-]�
SURFACE CRAINAGE FLOW - SHUT �8"DOW �p f., �Mu_ -- I-�---- _ X= CAM
+ M - - --- - ---
Ln ® ® VALVE BOX COVER rr --- _-- aTnRMWA1tR"
�� LIGHT POLE -=-�--- �" _ MANA��wcrNr DATE: 05- H- 0
ELEV. ELEVATION _ _ _
/
B.M. BENCH MA.I'K -� = �- - - PeauEct N0 _-�-f�- _"_ ME IMF'
WALL MOUNTED LIGHT
TOC TOP OF- CL111,8 I / ♦ ,N,mr. -'_- °�,E 9 r --`
/ BOC BOTTOM Of CURD < FIRE DEPARTMENT CONNECTION PI�o1Ecr No: 01268
1 SITE GRADING AND DRAINAGE PLAN MH MANHOLE 2 STORM FILTER CATCH BASIN SHEET NO
a CB CATCH 8A' IN
o, - - - _-- -- --- 1' 20'--0' c
N.T.S. Grant Ave. 12220 .t
7- 7- ---� SIT2002-00010.PLM2002-00163
v 2 of 4
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NOTICE: IF THE PRINT OR TYPE ON ANY I L I I III III III I I I I I I I III Ill l l l t l l l I I Ill III III III I I I I I I I III I l 1 l l 1 I I III I I I I I I I I I' I l l III III I I III III III III III I I I I I I I I�Ij III III !(VIII III III I I I I I I I Ili I I I I I 1111 1 I `
IMAGE IS NOT AS CLEAR AS THIS NOTICE, L L--I - 11 I I .. 121 I - -31 L--I-- I I I--- I- I-6J - --I - I �. -- I .._I$� _ o- -I--I "� --I-- I --lUo- I- - I-- 111- -I ---�J i_ er, O
No 36
IT IS DUE TO THE QUALITY OF THE _ 01
ORIGINAL DOCUMENT OIE t_111 8 Z L a 9 Z Z 'b Z ETZ z� Tz o)z Rt 8 i G t 9rT 9[ bT t✓T Z[ T T [ 11 �8E� - _ V1111111111►IIIIIIIIIIllllll;lll ill lllllilllllll�l►�Ill111 1lllWoll Ili �II�►gill
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C
SS'/ TOP 0 GRA PHI C SI TE SUR VE Y
DMH RIM - 154.68 �„� � �' 72220 s W. GRANT AVE.
IE CENTER - 147,86\
546 --- a� LOCATED IN 10T 58 OF NORTH TIGARD VILLE ADDITION"
r / 54.7 1 il 92 ``
le/I ' LOCA TED IN 7'�IF, NE' 1 4 OF N W 1 4 OF' SECTION 2, T 2 S; R 1 W W M.-
15.77 G FND. 5/8 ,R WITH YPC r
PER SURVEY #24,56.3 i I' �� CITY OF TI(=ARD WASYHINGTON COUNTY, OREGON
5 HELD AS NW CORNER OF SITE I '
154.90
5
% \ M \\ V 1
X 15 71 ?)
� ° yy
/ J •\` 1 , ' �,' F/151 7 J0, a,
va
//F /J`''am\
44
�
5, 493:3 %/I` Iy/ 1 g /154�+ 0\ / s{ee
x
FND. 5/8" IR WITH YPC
vii / ;.,541e v 1> '°' 'O- PER SURVEY #24,563
04' i1
// , I,s (• 1)350 1 60YL1 O� �Q-
6o ,54.54 v
SGS /(��\�
i' i•,1-,,, 3,p //' /`{(J/ ISl.49 / t � , a �V� ', 4.60 1 �
�l5/.e,
S t � 5e � \�(/� 8t 991 .,� /�� ��/.` .151..76 1..�•, 3�1
/3.47 55.43 /. (,�C/ \ �asr 14 ;,4,,.�•,y44.d4
1 '�. - '�' �'y �� t6'9�• ' ,d'' `t \ �,� FI�bERT 'LtLEGE?�D: ABBREVIATIONS:
1564,
a 56�, \� ' ,5349 82 '6' PROPERTY LINE OF SITE AC ASPHALT CONCRETE
'' YSJ°' °2'os �~ \, 51'0 \ - - - AD.IOINING OR INTERIOR PROPERTY Llf'� AP ANGLE POINT
1
`\ --- --- EDGE OF WATER B'vVFL BARBED WIRE FENCE LINE
15398 1-4 70 FOUND MONUMENT AS DESCRIBED BLDG BUILDING
/ r� t I .153.44 \ ,\ r
CONTROL POINT
15297 6 1404e 5396 '3.„ CALCULATED PROPERTY CORNER CB CATCH BASIN
,� ,� /' oN I 152 _153,07� - - - ° FND. 3/4" IRON PIPE cc CURB CUT ,•
i \ w`� p ' . f\ " CLFL CHAINLINK FENCE LINE E
"` LG )49.75 /, 52.72 + GRASS - --- -- -- RIGHT-OF-WAY CENTERLINE
y154.10 � 1521
,y BEARS S 84'4017 W 4.12
CONC CONCRETE
P , 52.1 ( 4� / FROM TRUE CORNER F LANE IN
^D �v, 763 12,26 1/`I -- WA TER LINE DBY'L DOUBLE YELLOW TRAFFIC L N LINE
9995 ty6'.. °j ae ' , 1,9.2! ' ' , ;52w . 153.26 G GAS LINE COR CORNER
/ y. ,e 1 Ili j/,�, (ex.ls d1 J �, -,
C' \ ! 1 1 vre�, o - -- - - - - - - - _ -_ Ss o.
56,e9 C -
N /, �li . I r i � S SA^1tTARY SEWER LINE DEC DECIDUOUS
/ _ DIT DITCH LINE
W C� 568672 / _ - ,. " PINE' `\ I �.,o 5172 D STORM DRAIN LINE
•152.2o 152.56 OP - OVcRHEAD POWER LINE EC EDGE OF CONCRETE
FIRE HYDRANT
/ %�' "•' lo 1 Coq \ 30,•6t1A SQ. FT. •192 EP EDGE OF PAVEMENT
O 6.77 yi, / /156,{51 h;:_• ', 6
5033 1 yC�C r FC FACE OF CURB
0.7026 ACRES WATER VALVE FC6 FACE OF CURB WITH 6 EXPOSURE
149.64 ` •149.42 \ /
,'.,a�,37 $ `� \\ son �...,�i; • � FND FOUND
`. CA.'CH BASIN
^ C�, CURB LINE GB GRADE BREAK
`\�'•�4e.74 \`\ 0+ \J
t 1 u
•150 7T \ ✓SOS•e.1s DEC Gj� Bl ILDING LINE EG EDGE OF GRAVEL
�,Sl.os 1 -_ `\ \ '149'45 \\ \ �� a,- �- IE INVERT ELEVATION
\.
-- ` 16 ``• `�4q\(49. • `-' \ �s; �`' EDGE OF PAVEMENT IR IRON ROD
1 I'/:'1 y �IJ 149.54 ` `. -7y w 2.n; 15;u".
m 36 •15,b, 1 /14" CEDAR`` ''16" FIR ` ` ASS w,3 ' r,., STREET SIGN LP LIGHT POLE
/ +• 1
'*00
6" PINE 1 r.r.:. r[:!. �el"� `� \ ^4293 ` y�' 6�/1�APL� 2.os �- LS LANDSCAPED AREA
C t *00'6 N`L'91e a Yom.... _......_.._. . EXISTING SINGLE YELLOW LINE
MB MAIL BOX
STORM DRAINAGE MANHCLE
/e'� SANITARY SEWER MANHOLE MH MANHOLE 1 \ `\ ` 1 49.14 \ \•`' 13q.64 / J O
SMH RIM = 151'.36 „O,,s
15"N. MW MONITORING WELL
`. LOCKED MANHOLE I \ PONER POLE T
r/ ' ' 150 \ - 1 D81-�19'90 / Q PC POLE GUY ANCHO.; NG NATURAL GROUND
6'27 h 11. 2 'NTO'T SURE OF,DIRECTION UT 1 m J OP OVERHEAD POWER
/
1411 149.32 EVERGREEN TREE WITH 11'1METER pP POWER POLE
! `_ \149.41 �J •/149 7 '\
GRASS 497, \ i 4307 •la eo \ •'4y" / �;' r � DE;ID000S TREE WITH ' .DETER PGE PORTLAND GENERAL ELECTRIC
1'844 ` `\` �\ G,Q RP REFERENCE POINT
' 1 \ 9� ' t .-.. ' -... I.. . SMH SANIRRS TARDY SEWED MANHOLE
149 e3 / `�" ��' ED)E OF BRUSH OR HEDGE LINE
, \ , � 149.12 � N`\
\\ •,50.°4 \1•-449.7F� ,
si5.14 \ �� /' L�' SW CONCRETE SIDEWALK
20, / 1 149.00 .l�wb / V SWL SINGLE WHITE TRAFFIC LANE
TOE TOE OF SLOPE
- 149. D \ '�"r9° TOP TOP OF SLOPE
.14e.34 �
•!4&43 . 150.61
�, 4 "D2 TP TELEPHONE PEDESTAL
10 2
UP UNDERGROUND POWER
UT UNDERGROUND TELEPHONE
♦`9' �` REGISTERED
\hrl+ga ';\' �s�., J\� GRASS WL WATER LINE
1 \�
PROFESSIONAL vLT VAULT
6,, c
' moo, \ w\��. O s ��� �� / LAND SURVEYOR WDF WOOD FENCE LINE
WM WATER METER
\ \/ 'O`�� GRASS \�Q 14e.tx .14e.35 C>)' / WV WATER VALVE
`\ a_
G'F` YPC YFLLOW PLASTIC CAP
�/ / �\\ ` C� •�` CN�Q ' •ts.4 �O O OREGON
\`\ 'p� F FII ERT CLUSTER �'
\ JULY 14,1978
•p Zy s �' -`��- ':- �� GARY W. HICK,MAN
7' , '•r ^ t� ` >">;74 ` 1678 J
FIl4�ERT CLUST �t\
RENEWAL DATE: 06/30/03
.4 11 12,e7eDI ✓ ' DATE OF SIGNATURE: O1
y� 05 •116.99 \
7 , \ p
146.62
APPROXIMATE CENTERLINE
CR '�" M
OF �- ♦\` >` `� 1 , 147.42
�Y
,WATER LEVEL ON •37
30'� ILNUT
11/10/01 = 140.20t1 "tom/.
,48.38 II'�>`+\•. I
/• �,r` „ U146.40 J, 1. ALL BEARINGS FOR THIS SURVEY ARE BASED UPON THE NORTHWEST LINE OF LOT 58 OF NORTH
° ��,, ��', `0 14 TIGARDVILLE ADDITION AS ESTABLISHED BY SURVEY #24,563.
`V'. -°pl 2. ALL ELEVATIONS ARE BASED UPON CITY OF TIGARD DATUM USING BENCHMARK #219 WHICH IS A
Gl, BRASS CAP IN THE TOP CF CURB ON THE SVUTH SIDE OF TIGARD STREET. ELEVATION OF
ps \ BENCHMARK. #219 = 156.37.
FND. 58 IRON ROU
HELD AS BEING POINT ON PROPERTY LINE 3. 1 CONTOUR INTERVAL ";ITH EVERY 5th CONTOUR INDEXED.
Q)
GRAPHIC SCALE
tU 20 40 80
-
x > d.
-- y
( Ile
IN FEET ) V/
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Grant Ave. 12220
SIT2002-00010, PLM2002-00163
3 of 4
REVISIONS
SURVEYED BY, DK DAT- 11/12/01 _ SHEET
TOPOGRAPHIC SITES 'SURVEY
N❑. BY PPV DATE - -V __ --_- HIICKMAM d ASS1xAATES, INC,
DRAWN BY, GWH SCALE, 1"=20' URVEYORS
- - - ---- -_. _ 12220 �W GRANT AVENUE, TIGARD, OREGON LAND S
CHECKED BY, GWH -- 1 CF 1
.1705 LEE STREETLAKE O.SlYEGO, OR 97n34
"- -- - - SURVEY FOR: LEWIS & VAN VLEET ENGINEERS, TUALATIN, OREGON PHONE (503) 697---6865, 697-6960 FAX
--- - ---- _�- _ DRAWING
NO, 11101 ----- IEW N❑. 1-- -- - - - _-- ��--- - -----------
NOTICE: IF THE PRINT OR TYPE ON ANY I I r I f' I I I IIIIIII III III I ( I I I I I 1 1 1 III III III III III IIIIIII III V I I I V I I I 11111 I I I I I 1111 III III I I I I I I IIIIIII IIIIIII III III I I III III I I I I I I III 11 . I I I I I I I I I I III IIIA I
IMAGE IS NOT AS CLEAR AS THIS NOTICE, I. I --- 1__11 L---I - I_zl L ---- I_3 _ - L_ I 14L-I -I -I �1 -I- -- 16I -- I---I-�l - I I I�L L- I .I :_I - I --IO1 - I 11 I-- I-� it
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12220 S 1 VRAt`+I 15 1 KIA-: I , T1CiAI{.[J
VEGETA] I`]) CORRIDOR F:NIIAN(. LM1 N7 PLAN
/ Plantlnt, Spec I'Liii.
�_:rcliti sic Na1r1,= (:uninlc,n f i lite �i/c Spticlnt, -I
I
I .,:fll:nt' I idliIl r r JtrlJllll ,
`ss' / f�e,'hl era t�c�rt;/o1rlrnr tall Oregon grapc 1 gallon I 1 bruup5 of 3, plants 5 teet on caller
\
ffurt)iJ s-c-to c(scolol• oceanspray 1 galling 1 1 gruupS (;t'3: plants 5 feat on enter \VC;i A ,
r' i / / .1'l"li�tJLStI}'Cr 111E"17 !t',\!1 I701Ig
li1:) I11" 2
galll,ll 15 feet On l Ctl'dr ;\ria !\ -_---'
+ � -- - — ---- REVISIONS
_ - - �✓ fleet Teres , — -
ytj / \ \ \ ✓ f;il!'1_l'UJIt( UC(51111 14hllC oak tialliln I j feet un center AiL;f A h --_�
°y�l 1✓
r � -
// Sj mi,ho! rc'u,pu)s nlhrrs 5nuwberry t )!ttll!)n f) grrntps Of 3; planes S ICCs on triter Area li 1►;
/ 7'htrjrl`/IL u(u_ \vCstern red cedar gal lr,n I U 1'cct r.In cent(r
- ;area ii
1
- Planting Notes:
shop ld b ) — ----
e installed after the unset of the fall r?iny sl:asurl (OLluhet ut Novemberor in the .S rlrn Aril or Ma'') Plantll s,
during
( 1 thettntiof,Instead the Spring allows plantscln�;
a Ier CStttf_il,shm 'ent period ltetore the start of the cir slltlllllcr rnlontlts
\� / ) Plantings will 11:Ive protection to discourage weed competition and wildlife cJan1agc. Weed tree mulch shall be a lied in a t tclnt
o diameter and .3 inCn sleep laver around all tree. and Shrub plantings tel retain moisture pia ---
/ o /
p I, ettl 1 nl)lStllrC deed cltscc,urugc weed gr•r)w•ih. Plastic; tubing Shall
be Installed arouni f all tree plantings to protect them from bruwsin f
P 6 I � by nuU•ia and/or I•,eay.;r. f:aeh nlhC should be slit tip the entire
length of the tube to ensure that nitlturing, trees are not constraincd frorn growing in diameter by the tubing.
155 O STREET TR � / � i.,;.; YEAR titaintcnancL: Pearn:
I f Clean Water 51e1vicC5 Cttb'S' requires a two year ►nainteuanot� periled liar vegetated corridor mitigation, Irrigation is recu►ntttended
/ /sp �F .00DPLAIN (CVS)
y" I.FPROXIMATE) during; the. (try sUt1lrller 1116TIths. Although tit(. Occurrence of invasive species un the. Site is currently low, weed control is to be
S S / conducted twice pet- year, as per CWS requirements, to prevent invasive species from becoming established on the site. 1 hr first weed
C� Control site visit i:s l+1 he conducted by Jurl(: I' , Ilrld flit second weed control site Visit is to be conducted by Septemher 30"' for two LEWIS
Lie
4.,. / •; _- v Q- SOo� ��J l�ll( win • Elanting 111vGl!ilve S e:irs are to he enntr0llcd t,ing a
curnbination and chemical treatments i.e. cut or
E O1 STREET TREE-� ��C� o%�� nl(114' l(11) rUNti'Ih t)f invasive [)C( ICS to �►rClCrlt seed set and tiif�'C•t JI?ray with l{u(iett,
C'lel1n Water Services' Sucec ss i l'Ill;!'1(ln fele t,l)I1oallon sites' is 80"io survivttf ptall tree and s;lsrl,h plantings "Ilio nlitigrtti(tn site is to he
FUTURE monitored anrnrallly tel assess Survived of tree and shrub plantings. Alrl►c.rtl�h it i5 nc)t (.uI'rently ret utred, �,ve re t
600 SF o I b 1 tc mnlend submitting a
- / report docuniCiltin hent Survival and ctccurrc:rlce of invasive SPCCies to Clean W';rter Service, alone~ 1,tiHli r,hntor?raphs shr�vvintz site
ADDITION DS1 �� / 6 P
FF 155.25 ` r Ctlndltlt?.'iS, lI Survival falls below 80% at any lime during tl1C tw,) n�ar b
period, lin: mI ie,atiotl site \v'I[ need to replanted, and
other col-lectivc measures. Such as specir5 substilutir;n, additional In-igatiun, etc., nla) need tr, he Implemented, If'replantin is
VAN VLEET
11eC4SS 11'y, elle ll1O111tU1'In ZC70(� 11'lll (1C CKit'Il 1Cd fill' 11 tr U, '
6 P y ars I,ctm tile tirlre 01 'villantino t0 mistere that thr: .Slte meets the 80%
S ; survival criterion.
CONSULTING
t(2) -, FIR ENGINEERS
I ray >{1 � ;. I I` 18660 sw boones ferry road
PINV/
\ i'G w .,. ,y , .- tUOlatln, ore on 97062
(503) 885.8605 phone
.\ ' , \'/ " ✓ \\C j �'`1 ` '-� f Com' r1 5.
(503) 88206 fox 1
t S, MH 100 YEAR
156.82 ✓ 'v,� ' ` .t
RIM I \ .. . f• FLOODWAY
�G I (APPROXIMATE) 1 ; t .l `;1'" •r
12" DECD 157 .` �d
63
i r
6„ PANE \,y r/'14" CEUAt I16" FIRIfni I-
\
R 51.36 r\� \. `•.�\ \\ - .� o� ' (n. ;... <>`�Gt�,r�Jr`, `y` ,(;c�SF. s t�
.,\ Jv S i ' .• �GJ CF IJr f CDGE OF CREEK ch
n� •„ ; . ,�; T��,p�� + L
' I 1 /' 49. �� \�;.,._.. /, r.0 'W 1'J ..''�``,� ' c\� +� ,— .. •... _ � % 1 < r `J ICsI �J l\ l/t�pCt►'�' `:
91,
20 s°• ` . `, ,�^r�.� /�/ �!� I
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V
44' .2 533 FJ, ,.;. ;' � �♦ / 're ; %q�l��.
o0. 1041 ACRES
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15' PRIVATEf .J1
L1JSTORMWATER \ 4-
ERT CLUSTER
' 44" D _ ��OC (larLi
i�w,\\,�\ ��\••:i^\\::.. ' __ / .tel it t �i/O(S �_��/ ,�t�\�' 4 1/ ���f ( , I 0
Li
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/ APPROXIMATE CENTERLINE
l
OF CREEK � `;�. �`, I.ECtI;NI) _--�� c
Asea A-005 5 sq. ft 1 ,. tea Ti 1,702 sed, 1.) U--- 1 12 'W Grant Street 'T1llard (_.1__
/ . _
G tali Oregun grape S snl�wbcrn' /'-.r t ishman '
�\�.' _ _ C) uceanspray C svestem reel cedar ,g 1 +� Vegetated l Orl''dor Et11iancenlent Plan
i WATER LEVEL ON'� ;t - r"^ _ E:nt'irorintcntal
/ c _ 30 W N -
F �- Douglas fir 1
11/10/01 140.20 � 0
` �s ~-� �<, 1 1�" Wn_GregUn white flak r ;nen �u:cet —\- — Services, L.t.0 PIAN ['(NG i'l.t1N Ld
CONS.tlTANTS IN ECOLOGY AND � � I 1
Source: Lewis&Van V'"t �;nglrleers, 11 r'Ol. NATURAL RESOIJRCF MANAGEMENT , J
Figure# I November �(►01 Pruject 'r el l 115
k
s'
VE KEYNOTES: 2 �.
r VEGETATED CORRIDOR ENHANCEMENT PLAN
LLJ
O1 STREET TREES: (2) A.CER RUBRUM, MINIMU',1 2" CALIPER ® 4' HEIGHT.
W
02 TREE PRESERVATION AND TREE REMOVAL TO COMPLY WITH HALSTEAD'S ARBORICULTURE w
CONSULTANT'S REPORTS, DATED JANUARY 4, 2002 AND JANUARY 7, 2002. COPIES OF
REPORTS ARE AVAILABLE AT THE ENGINEER'S OFFICE, PHONE (503) 985-8605. CALL CITY I-
/ ARBORIST FOR INSPECTION PRIOR Tri DEGINNING OF WORK. (!1
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EXISTING DE.c.ID000S TREE �
/ EXISTING EVERGREEN TREE
pArF
J5--08-02
1 LANDSCAPE TREE 'RESERVATION PLAN PROPOSED STREET TREE PROJECT N0: 01268
KLI� 11W__A SHEET NO
Grant Ave. 12220
5172002-00010, PLM2002 00163
0 0 20 40 VEGETATED CORRIDOR ENHANCEMENT AREA 4 o 4
-� (SEE EXHIBIT, TABLE, & NOTES THIS SHEET)
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