Plans (87) BU P2019-003 11
XREF LIST
LPsltscole:tscol : 11 EXISTING STRUCTURE AREA (SF
Resolved
CASWELL/
JCA030X01 01 HERTEL
JCA030X11 I I SURVEYORS INC.
01834 S F 6150 S.W. 124th AVE.
BEAVERTON, OREGON 97008
(503) 644-3179
I
X
REMOVE TREE RECEIVED
I 1-1 NOVV7 2019-
I CITY OF TSGAF .
,, PRESERVE TREE 0 1056 S FBUILDING DIVISION 1
REGISTERED
, PP
PROFESSI
NAL
tS;+7 L/I� /r _`Y,3/, LAND SURVEYORO
I / FFICE COPY
/ O
I l OLN.
/
1el 1060 S F
�ig' //�o�4 �i/fh2A Z !/
i / OREGON
JANUARY 14, 2003
:. r;b..+• •g► Oa BENJAMIN S. STACY
��� FOUND 5/8" IRON ROD WITH '4. 57191
T.. \ YELLOW PLASTIC CAP f
LOT 25 \ / \INSCRIBED "LOVE PLS 747" RENEWS: 6/30/2018
• ' : • •• • _;; + ,, 5N 29809]
...� S21'41'54"E 0.02' ,
S3r1e'1�r 328
5/0-IRON ROD LEGEND: ABBREVIATIONS:
0
E�EY. + 231.00' 5/8" I
:. ...... �C`.3 SPEN ' ELEV. 231.27 AC
— — — — 4e'w 164 — — — POINT CONCRETE
V AP ANGLE ASPHALT
.l.J '�' •39' -111 BOUNDARY OF SITE
.�F
FOUND MONUMENT AS (DESCRIBED BEG BEGIN O ~y
C:I) pi.....
I .,•..•,•.. -'" -"�,. '._ 9 s . ;.. y CONTROL POINT
`� � ��� ELEV. 31 a'�."' ROO
0 IC
BOTOMFACCURB BC CAICH A• . . CUB CT O• I- • IN •/ � WALLCHINUK FLINE I• IF. a•4 / N 29$09OP OVERHEAD POWI]i UNE CORCORNER
_ •--.. :.'.'.' .... `• .• !;n'" '• ! �' ±�C:r: •`I.. ♦ _ 4•' 7'46"E 0.05' FIRE HYDRANT DBYL DOUBLE YELLOW TRAFFIC LANE UNE CO
I I(k �' A " •, Rd s.,, ',pr ;w WATER VALVE
I - I :. ... — r '=`�''� ' .l 1�1 1: t4.. -" _ .. \ 9 +� DEC DECIDOUS RP/mai U) 0 z
• . 1 ::.. .'.' IN WATER METER
' ... \ EC EDGE OF CONCRETE 0 i i
ppb? ` ►r•:. �4 15ti S. G► ?',,. . CATCH BASIN EP EDGE OF PAVEMENT
.' H <
\• \ (f) —.1
FC FACE OF CURB
.y, • STORM MANHOLE N
CA7diBASN 'k ■' -' ' \ �� `�t'' ® FC6 FACE OF CURB WITH 6" EXPOSURE ❑ ACL
d
14 CURB UNE
RIiA �I 8C - a' �+ `�O FD FOUND ..m: �1
�a � �,t•,
E 12' CCP ti1i FliOM HOR}I210 a1 O �4' t ?- so /////////////0"/ SD CD 0
E- 1Y CCP CUT 1d sour i-210.01' .. ... .r �: +,• �.,'.:K.•.•. ... .t. :...'.':.':.':.':.'.:'.'..'�'::..�...... � � � <�,1, BUILDING LINE GB GRADE BREAK _ Ti� ("� ��II
:.: .:.:. : :'., 2• hIE•' a 8"-8" POPLAR TREES -I S _.
EDGE OF PAVEMENT
GL GAS UNE Q
• . :#I .i ��`"' �. i�/ 1l" GR GUARD RAIL < NIA2 2
1 _ :.'. ..':'.' ..':: .. ... 4� EDGE OF GRAVEL CD
�... . :.. . _ : l' vauND._6. �1:...ik..- '. i'0-'b . . 07. \ 1.1` GRVL GRAVEL O
1 I �. _ _ ..: �0 S2T410$ 5 7' `� \ STREET SIGN IE INVERT ELEVATION
.I �.; `l....:::•.......: .. (S27'41'08'1 ) CL ,� N —'
::Q.07.... .� :. ¢JertoN Rao ` ;��
:: '':'':::''' : ':': SN''298f}9�''' " TOP OF HIGHWAY CUT SLOPE IR IRON ROD
• O T
'' �' ,.... '.'.. '.. • +.� 22e t1 / 4i\ ® SANITARY SEWER MANHOLE LP LIGHT POLE O r
�'"• • 5/8" IRON ROD ��� / \ `� PP LS POWER POLE L5 LANDSCAPED AREA _ n — it:(GAC— POWER POLE GUY ANCHOR MB MAIL BOXS�1LLI m
DECIDOUS TREE WITH DIAMETER MH MANHOLE 33 Cn
❑ (...9 >
f , i
1 " P [SN 29809 / s' /28"IRaN , NG NATURAL GROUND 7" L.L,1 =
4 •• •• • :. wN1 �,\ / �, \ FIR TREE WITH DIAMETER
! REF
/ '( / _n c _ _r- .._.- OP OVERHEAD POWER
I I VO :...5/8.
20. Roo X — WOOD FENCE UNE l tQ U7_ _L / , r �� zee 2a r �� X ; CHAIN LINK FENCE UNE PP POWER POLE O
/ / ,y'�j � 5/8- IR M1�I YPC SMH SANITARY SEWER MANHOLE J O Q "-"'r
110"
4� ` ` \ q( ` ao ELEV - 231.10. LIGHT POLE SW CONCRETE SIDEWALKEt co
F s : �y \ , ` \�' �° SANITARY SEWER CLEANOUT Syyt SINGLE WhIITE TRAFflC LANE nn " +
-i' .' - J / \ Irk r i
WI04,....:,,,i4' i4H ■o F�'LI pR� / ` / TOE TOE OFSLOPE 1�..�
p�IO / \ � , / I!%, TOP TOP OF SLOPE
STORIV CUI III Er • :i.•' .` :... 1/ 0O ZLI-�1
0 J11ER- 220 27[, g]:, .---•"- \y` 5a TFC TOP FACE OF CURB O L� IX
off\ TP TELEPHONE PEDESTRAL r n
\-. --�) FOUND PIN �1 �° /% F\ <Ct 1�
�i q / / ,� UP UNDERGOUND POWER
IH
rV�
w:+ " ....:' ' O �, �" 4 ' .T/i'` �' \ i O UV UTILITY VAULT
--Con 0
i »: ,.�''� FOUND =" IRON ROD WI . i i i
i
[ 0: I / 'rw 1 1 - \ WL WATER UNE H C7 O LL4
..,' �. 11�,,.ti�,i, '+.: ______:.4_,
-- � YELLOW PLA C CAP \ \ %
r �' '' BLE - VLT VAULT ► � CD r i i
4 I �. . . ' �` \ WM
WATER�� • �/ ' ,SN 29;09]
I [ - ' ' \ c iior METERWFL WIRE FENCE UNE 'qr.%
Z Ct
:.• ! ..4 a ,�j' .. /IP- . / pr`dc PA EL 2 eR0�1A� Jr-� WV WATER VALVE
' 0i° } ' : / s MENT NUMB 2016-04309 A.
YPC YELLOW PLASTIC CAP
aA• tom : F=224. �. DO • O _ _
�' ' .... y •••...11.1
� 'D �. 12861* 5'Q,FT. . f, r '.•' 5/8• �t w171i YPC2 z
I !'....,, r; do 0 '% IRO ' wok y • +ice .• E1 EV. • 232201110441 0
1S11111:4") v. 10 .
/ \ . 1 ..• .
\ NY)."1.L • 1., ,••1 ;.• •
• ' '.':•:::::::::':'..'.'... .41:i .t.. 36. \
• larle,, ILI H
cn
'el
pARaL
(.0 ict:t
, \ � .. .'29B.f' '':'r. o, �� �/1 \ ..r UMENT NUMBER 2D16—I °.- ......
MOH
/ I �. . • .E woad FENCE UNE /' ........'... ..'^. ‹t L.1..1
1:9-
1! PARCEL 3 I :. L :".:..:..
DOCUMENT NUMBER 2016— 95 ` °\ X
/ "••"•"• ...... .
::. .. l / ....:. : . ...: .:
ze' DEcID 14$78± SR. FT. `
FOUND I. IRON BAR
iii
\ REMOVE EXISTING CURB
.•.••.. .•::. ''-' - 2x4.34° . »:...... .......
i
'm217.497
0
2
PRESERVE AND PROTECT EXISTING IE ow-215.50'\ r'el"' v ft MOH : . �.= + •:•:•:•:::::•:•:-• \
(111)
42" AND 35" OAK TREES. : :. �.:.:.:.:.: - . • .1112.1.i .
/ ...:::- - - woad s, ��� . :I'.:.$08.- �y ~ •.'..0.041::::-:.,'•*.."
�,
SEE SUPPLEMENTAL ARBORIST l 1' : •1..7::; :: Er::..... .. titI 0/ .: ' svo 7i• "�%;.... :: .:.. ;s�`"
REPORT ADDENDUM DATED � •'l•'•'•••'�' � � / 32" DfC9D �'• ' •••
JULY 27, 2017 I ... � til�ti► I :., •
. .::. 4 ,s ' 11*II .iii r• �IR•,ty! ., / :: q . .�j REV. DATE BY
l `t i41111. � jw2 +.� 1111111C113 '/
•:,::: . .•I QJ� d RI 4. /:::- e b8/O1/17 GID
•.. ,. l..... 7" D. •ID irk .. 4 Z
RISERS. '. 1 SCALE. 1 N=30'
111111
gitill'ill
iltf),. •
•• ......
: ;u«+a w :DEci‘;....!......•
1 30 15 7.5 0 30
Ili i\op.,�. o" PINE •• •-..•••• -REMOVE STRUCTURE11114
Poo-210,43' „DAMMAM ;' .. ...
IE IN FROM SOOTH•2lasr ... • 'l :..••••••••••• J$4
SURVEYOR'S NOTES
E OUT TO NORar-2135e' "�"� """ _ " PINE 1) ALL BEARINGS FOR THIS SURVEY ARE BASED UPON (0)
REMOVE STRUCTURES ''•':•`.• ••
•• \ WASHINGTON COUNTY SURVEY NO. 29809.
::: 2) THE BOUNDARY LINE OF THE SITE IS BASED UPON WASHINGTON
' : : ' \ COUNTY SURVEY NO. 29809. (13
t:
�, r3• y•:•:•.•;•;•:•;•.:•:•:-:•..:.-:-:•' .. REMOVE EXISTING AC, CURB, & SIDEWALKS
l j Y., . ,',:210*i': • ., ._. '•..:.•.• 3) ALL ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF CI .
TIGARD BENCHMARK NO. 126 AT THE NORTHWEST CORNER OF
::, 1 1l i ::::.: \ - qo ,�' HALL BLVD. AND HIGHWAY 99. ELEVATION OF BENCHMARK =
N; 1 :.� 206.48.
g \ 1'rKii \ : ' 4) 1' CONTOURS WITH EVERY CONTOUR INDEXED. PROJECT
Ci. ;�y� / ........... Si... \ Z NUMBER JCA030
.:�..:.:....:.: •:•: : : Date: 03/27/2018
tt, ••- . GENERAL NOTES
o
\ Scale: AS SHOWN
N _ \ 1. PRIOR TO SI TEWORK, THE PROJECT ARBORIST SHALL PERFORM A
-1-- :••:�' ' ;: : TART UN SI TE INSPECTION FOR TREE PROTEC770N MEASURES, DOCUMENT
i� Drawn By: KRF
miiiiik
W ' IEw2o4 a4' \ COMPLIANCE/NON—COMPLIANCE IMTH THE URBAN FOREST PLAN
••. ..••. SEND WRITTEN TTEN VERIFICA TION TO PROJECT PLANNER
W :.•.` " Designed By: GID
2. THE PROJECT ARBORIST SHALL PERFORM TWICE MONTHLY
o
..•. INSPECTION DURING ACTIVE SITE DEVELOPMENT
Checked By: GID
o
M
oCiaQ \ ........:::::::
FS
.:,
,,,
._,
EXISTING CONDITIONS DEMOLITION AND TREE PRESERVATION PLAN Q C 111
•
SCALE: 1 " - 30' (i)
XREF LIST 2.5" ASPHALTIC CONCRETE (AC)
Lfscale: 1 ` �
Psltscale: 1
LV
Resolved : ...�;� y'«Y^a: :k. ^W ",".,... < `�".'w
Ja4030X 10
1N7 .l? ..'+"i..'"''tY'al."' .,,.v-k;^•, rta ,.l:,t F• r "r:'-,'-v!` 't _.h r'X;at'
JC4030X0 \ R ._, *�'•`}� d f' �'.:, r �.
i' ri d � 1r l r'��;.r�
JCA03017DX50 L 1.;rr o9t 11.:.V.;;�•.,rf r.. �} !, r•..1i'� ! •
•"� .f••• •t•.' '•.•:• •i• : DESIGN GROUP INC.
\ to e� v'� v-� v`�a• a-r ear v4 v-�► v-� c�� v� e�
• • r� .r �► • • • • r • • 500 W. 8th Street
>, i\ \ '�\\�f4�'`v'Mi `/// '���1/ Suite 205
Nr\ � \� ��r\r\�y r} i �\ Vancouver, WA 98660
�iyr\ .!�r� //X/\\/\/\./\W\r\r�\��\\syr r� r�\� (503) 644-4628
/:/ / 2" OF AN APPROVED 12" PREPARED
�: \ 3/4"-0" CRUSHED AGGREGATE
/
;� SUBGRADE
..,:ii.,,, (LEVELING COURSE)
: 8" OF AN APPROVEDi.
%.p PRO"(
..Y. N N
i 1 1/2 -0 CRUSHED AGGREGATE v 4 1 NA. �#
.. .i
4,r 19 fi 0
. N
,... ,,,,.. / PAVEMENT SECTION c4RY I D- '�'
�� ' C 2.1 N. T.S I.
. �I I EXPIRES 12-31-19 I
':a°/t.
4:,, ,,,,,555d f Y '
j`.,b / w
Y_a. �+
1 '°?'. PERVIOU . tOon -
PAVEM T
r
..J.Y. F
yvzlimemy
0
0 iii
Imiel
i.iT 0 • • • • • . • p
....d* * * * * * *• • • • • • • • `� (MAX.)MAX•}
-., • • • • • • • ••• 414 ,``` � .' S=5.0% ( f
C6
:ti4 i I Ogle.it...114204.e.0201 1.'.
` , 4114
"': ••••••••••••••�1 ,9 io •= PAVEMENT
/ . ''r �▪ ••••••••••••i. - .
$9. Cf)
•• •
. DEPRESSED CURB FOR p 1 r i
• • • •i DRIVEWAY (1" LIP) 1�-�
�� .� +h ` .F • ••� r DEPRESSED CURB FOR
-1 \:-:•;.-,'•.:•f.:- `�•�• / .-----
,,----
--
PROPOSED ACCESS RAMP (0" N (I)
\ , ,f. ,. LIP)
- CONSTRUCT 3 .
STORAGE FACILITY 9- _ I CI. <
/ i ...." CONCRETE
- \ l -'- SIDEWALK C2.1 .gyp' I y'
- NOTES:
CONSTRUCT 1. ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE SHOWN 0 i Z -5
0 m
cz
\ \ :•--:•-•-..i
AC DRIVEWAY i1tt��a2" .AK 4Ik 2. ISOLATION AND EXPANSION JOINTS SHALL BE PLACED ~+-� V
`- �I-1 \ •• ... :....
ONLY AS SPECIFIED ill =
+.y•:..•
�� C2.1
•• '� / 3. CONIRAC77ON JOINTS SHALL BE PLACED AT 15' INTERVALS
\_________ i.
6Q D' '`. UNLESS OTHERWISE SPECIFIED. AND SHALL EXTEND ATCt
0.-
,.. \
,W. \ J
R/W ` '.... ; 8
\ LEAST 50% THROUGH THE CURB OR CURB AND GUTTER. co Lil
d-
' :{....- 35" AK df D. O • :_ 4. A CONTRACTION JOINT SHALL BE PLACED ALONG AND• r
` `�11 ' OVER WEEP HOLE THROUGH THE CURB AND THROUGH THE 0
11
it
1,1
t. : R/W � ,,-----
,- �' �.'.';:. 1I;� SIDEWALK. I-IO r(�
''.,:. �, '1,'�1' Q6 O V J
DEDICATION o♦
5. WHEN SIDEWALKS ARE CONSTRUCTED EXTEND WEEP HOLE r
VARIES �, i I�. A ® ��,,;�. (n _
. - =.' • :�.� ?. ' . - � j TO BACK OF SIDEWALK. INSTALL COUPLING ON END OF
24.D .,. ..
��' �� fr
:.l.; ' WEEP HOLE. �..r,
A
ACF � 5
'. ,.. STORMWA7FR R I ` CC
C'7
PRESERVE AND PROTECT EXISTING 42N 5 0' :;, ♦ ,:, .. 6. WHEN INSTALLING CURBS W11HIN EXIS]TNG ROADWAYS,
" = EASEMENT I SAWCUT AND REMOVE Z T-
co
AND 35 OAK TREES. PLANTER TO CITY OFR.341;;.0' ,�� �� EXIST CURB & REMOVE AND REPLACE PAVEMENT AS REQUIRED (2 FT. 0 ,_, ,-
SEE SUPPLEMENTAL ARBORIST
..: MIN. Niz 2
REPORT ADDENDUM DATED �� '; TTGARD 1.0 BUFFER , 4 ® �� SIDEWALK )
JULY 27, 2017
\ \ v,:.....:, .:
i.....-.....'• 10.0' � /�r
"fr
IV
i$,
:-.: �3�0' CURB DETAILS 11.1
R38.0 �, ,
\''''
.. :. 2 7*, .� RAW R7.0 C2.1 N. T.S. (.9
CONSTRUCT STD CONC CURB C4.1 00' _ 'w' 1114rN
CONSTRUCT ` _i: .: ► :. 4.D, R25.0 :
XREF LIST ` I I
Ltscale: 1 'L`l'6 I \ / \ THE GRADING PLAN WAS PREPEARED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL
PsItscale: 1 I REPORT PREPARED BE GEOPACIFIC, INC DATED JANUARY 13, 2017.
1N / \ \ D L
Resolved I �$GN 8' ASPEN CONCLUSIONS AND RECOMMENDA TIONS
JCA030X07
-22-
SITE INVESTIGATION INDICATED THAT THE PROPOSED CONSTRUCTION IS GEOTECHNICALL Y
JCA030X20 - - - - C28- \ FEASIBLE, PROVIDED THAT THE RECOMMENDATIONS OF THIS REPORT ARE INCORPORATED DESIGN GROUP INC.
JCA030DDX50 / w INTO THE DESIGN AND CONSTRUCTION PHASES OF THE PROJECT THE PRIMARY
JCA030DDX60 �% `� �'4 231.00 \ GEOTECHNICAL CONCERNS ASSOCIATED WITH DEVELOPMENT OF THE SITE ARE: 500 W. 8th Street
I % \ \ Suite 205
\ / /239 \ 1) UNDOCUMENTED FILL SOILS AND SMALL STOCKPILES ARE PRESENT ACROSS SOME Vancouver, WA 98660
\ PORTIONS OF THE SITE. THE SOILS SHOULD BE THOROUGHLY REMOVED IN AREAS/ i • \ PROPOSED FOR DEVELOPMENT. (503) 644-4628
/ .` �� N 2) A MINIMUM F0077NG-TO-SLOPE SETBACK DISTANCE OF 30 FEET SHALL BE MAINTAINED
I /� ��/ ZZ°' • .`1. \ FROM THE TOP OF THE EAST, NORTH--EAST FACING HIGHWAY 217 CUT SLOPE LOCATED
122$� / `` \ ALONG 77-1E EASTERN MARGIN OF THE PROPERTY.
/ Ariii),, %
N
%,:i/ `• \ 4' RETAINING WALL SITE PREPARATION RECOMMENDATIONS W $+ 91 fib 4,,i �
0 < r
r3 AREAS OF PROPOSED CONSTRUCTION AND AREAS TO RECEIVE FILL SHOULD BE CLEARED OF
/ ` , `% \ VEGETATION, STOCKPILED SOILS, AND ANY ORGANIC 01? INORGANIC DEBRIS. INORGANIC s StaN
/ \ ;v.
DEBRIS AND ORGANIC MATERIALS FROM CLEARING SHOULD BE REMOVED FROM THE SITE. ��� ��
ee ORGANIC-RICH SOILS AND ROOT ZONES SHOULD THEN BE STRIPPED FROM CONSTRUC17ON �, is,
1 \iv %. N AREAS OF THE SI TE OR WHERE ENGINEERED FILL IS TO BE PLACED. ANY UNDOCUMEN TED "CRY �, [14‘44• :\
• '��
I °' • FILL ENCOUNTERED WITHIN THE PROPOSED DEVELOPMENT AREA SHOULD BE REMOVED.
w1 X42" AK i ` DEPTH OF STRIPPING OF ORGANIC SOILS IN UNDISTURBED PORTIONS OF THE SITE IS
2 OAK / �� ES17MA TED TO BE APPROXIMA TEL Y S INCHES ACROSS. WE ESTIMATE THAT STOCKPILED SOIL to
EXPIRES 12-31-19
�i` / '4 po \ AND DEBRIS IS APPROXIMATELY 3 TO 4 FEET DEEP, PARTICULARLY IN 77-IE VICINITY OF TEST
/ i , ` p� \ PIT TP-5. THE FINAL DEPTH OF SOIL REMOVAL WILL BE DETERMINED ON THE BASIS OFA
lipoji
/ y� .\ SITE INSPECTION AFTER INE STRIPPING/EXCA VA TION HAS BEEN PERFORMED. STRIPPED
/ r G,�, TOPSOIL SHOULD BE REMOVED FROM THE Si TE. AMY REMAINING TOPSOIL SHOULD BE O
I , ` STOCKPILED ONLY IN DESIGNATED AREAS AND STRIPPING OPERA TIONS SHOULD BE OBSERVED0 ,-,
/ �� 9� AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. IF p.m
' % * c'GJ\, •. ENCOUNTERED, ALL UNDOCUMENTED FILLS AND ANY SUBSURFACE STRUCTURES (DRY WELLS, O '�'
` - `� �,\ BASEMENTS, DRIVEWAY AND LANDSCAPING FILL, OLD UTILITY LINES, SEP77C LEACH FIELDS,
`, - -/ \ SITE A R ► A . �O,o \ ETC.) SHOULD BE COMPLETELY REMOVED AND THE EXCA VA TIONS BACKFILLED WITH 0 c
/ 11" DECI w c
PINE / �I ::::."'''j-..''. , 4t:f.4 .1 , `2,216 sq.ft. �` F ENGINEERED FILL. I
���% 6 74 acre ' - ,�
...,-. \ TO (1) 0.
-„• fi
N
\ ---,
-' � N� �� `. \ EXIST TREE
_ 0 o
1 -'�'��•`� \ TO BE REMOVED (TYP) N
•E► ME FENCE ,, - • • t
4,49....iit . 4#1\ 64 , . C)
kri l< Ct
, . „ . _ - -'`iilite:40/441•:•:•lt \ ,-- ( ' I
1 \ ,,,.. .,
S -- NIA.- al .
1 - . i.,,---- -.470 \ 0 11 Z g 0
/
I / .
'' '. 4 ak e**.•••... 0.
„. .:•
'" 1 .4).4)...,......„.� �� • l� • `� j -4-n"-1> '1 ' , 2
INSTALL INLET I , Siliii I\
i� \ iT i O m
1 1. / i :.if ' , A.T NEW `` \ _ z
l . C TCH BASII'1 \ W
idug!l1g224.00 Nve
\ \
a 0
Ct (i)
�� /
,j. /
/.,,..„,,,,,„,-- :
I \ Qcpo
\\ o �
�s 226.40 �� `� N T
i,+y- ; 7 223.50 �j �_ N �n co il�r-i.
::::::::::::: :
TA- - �� \ Et W tIlk 'i', 227.00 T""
% # 004000110-40411110- \ H .r . 0
7,...„*.\ N` ' .4110V) � 226.40 r ,, ‘ \
1 CO Z
/ , \#4:.
0Ilk. �'3a '-'
\ 0
I= 2
/ \ \ . tql \
lil } _.
224.00 ` 11 ,411LIPIPIIP111111111
• \
\ iLik Aw \ / k
c,s,
-, !' �III� 226.10 • \/ , All N � .� �� 1 , n1 N ��'I �• 227.QQ/11. \") <
00I W \ \ \f 11\1111114‘'
28" I EGI D )4141 ,, �/ + � %. A.
I via
/• I,,, -� 1i���� : > _:� 225.50 \ l.J�,
N ir 4$ \,,,,__
' �%
, /..*
cIN
„ -74. \ ix w
til
I� '" Vir- �� PRESERVE EXISTING AC z %% oft% 2
PRESERVE AND PROTECT EXISTING )1/111:1)\ TW 21 00 - .� �/ c�
RESE ,. DIMENT ,` :s �� '.`= _ ,� ` � _.BW 215. �� \ 0
42 AND 35 OAK TREES. - - _l •NCE � / 1, .,I �SEE SUPPLEMENTAL ARBORIST T, c r ,I \WI
REPORT ADDENDUM DATED I TW 218.0r�� � ��+Ec� 1n�
JULY 27, 2017 BW 215.00 / ��� o \ Pm) '
�, % r "•4V77
! / �,0 -A REV. DATE BY
I TIN 217.001L •• *31 �0 • f
- BW 215.00 • �� ` e p8/31/17 GID
�,. Z I
�\ �: �._ �- \ \ LIU e ID3/30/18 GID
4: 7-,- .,..,DEcii#D #V-
1--- \ 22 ;0 tt.,\17-1:i•'___- -tit.:.'::iiii,i}mill _ -1 I§1 1 I rt
1 \cr\ , - -
..,g_ 1
< ,
_,,,Aitp-. lulu
- 1\0\ , . ' ,
I t l'..,..,,I844. !rail,'w 31,,,:.. .„, :_:;-,,,,...--:,--.4A. Ifr..-...0., \ 13 1
0 zoz,t,P,,:tiz. :_:-.---60.--- Vgli;,-;.101,V.PA i \
\ ,:lor.....,:v.--:„,.:,-.:-- . -„-_,.:„..1,..,:r.„„or.„1„.,,,,,,,,,,,ip„.....,,,
i may.. .,,A‘\., .. r u''''0,110.•116-'110•410 si z.
�/` y w � +~� ''•� "��rr stir
..Wt..Air-:07.=-1 ir-0,4"-.-.x•1.....s1.-.tot...ailt.161"..-4.1"....or- 40#410.0.4'-.
Iiille \77.p
\%
N 0 I
I L?4 3�-�-- o -�T--Y- r fire / 0
' r ;, -111114
� _ � °.7 . SED. FENCE , \ • ' CI 'GRAVEL ,Y�• 7NSTALL INLETONSTRUCTION 'ir�' �� PROTECTION' ENTRANCE216'22 � r � 7: � 1 �y AT NEW \ z PROJECT
a 10,:ii:: V •!__ CATCH BASIN C3.2 ` NUMBER JCA030
iimi
Zt difilliVt`..1 t 1 ,1
► \ .s
0 Date: 06/30/2017
1iii ` 1`_��� 215.62 -`' ', 224.70 _
SCALE: 1 "=20' ' 14- -
,., \ Scale: AS SHOWN
N \
1 , \-
t
`, 0 Drawn By: NAB
a •
20 10 5 a 210 1.<Y
Lull--
ij 1 \ ,.., ^, `" '° 4 Designed By: GID
1s \= At Checked By: GID
2 \ \ ..,.... A,
4 CO
R \y \ \
a
M
o 0
GRADING AND EROSION CONTROL PLAN
C3 . 1 1
z SCALE: 1 " - 20' V
., .
I
D L
1 _, i___=" a __ FILTER USE STITCHED LOOPS
ii __ *= is+ ;f` FLOW FILTER FABRIC MATERIAL
;�� ,,' � "� "` 36" WIDE ROLLS FABRIC OVER 2"x 2" POSTS DESIGN GROUP INC.
iiia Iliiy inrl■ �,�.
DITCH BOTTOM MATERIAL
lil'i 11+1r.' 1.l9itfi, 0 ' .
it H1} 41ri
mina.,
„lib.,
rl 500 W. 8th Street
—\k
TRUi ' `i[I ll fill
11I 1'fr,r filu�+ II{I - I�r{ — Suite 205
-maim ;' t% Vancouver, 60
-,+r lHll1l Ui .iq1111MM I A v - . 11
G.�� 10
.:
� _.. SECTION A—A �, 644-4628
Ir
DITCH INLET � `° ���// r � N. ' /r 27--- \ C° Q° /.
I . '/�� . � SSS / D PRD
6 {MAXIMUM SPACING} P\Pk,C , / SO'M 51 x R6 In
AREA DRAIN e o +� �N4. �, v
Ill!!%rri.e — — \\
„..‘C,
Q° • *r '* •V 19160 60 'r ie
�4 ir'';' ,�\S QQ a' 4' r
ri ,,, FRONT VIEW SIDE VIEW ° a ':a :` ;A
'. : ;-6-:,v• '.:qo. . . � z RE N
MAY BE USED SHORT TERMr-----] ,';; ►�,,,
;;o: '.a.D:'', R.' e'• �4i
W/ UTILITY WORK AND W/ / .C1...%::':
p'. .;. : • R ::� . : a'•.•a.o: . C 15, A9 ��
PHASING OF DEVELOPMENT A I A ANGLE BOTH ENDS OF FILTER FABRIC // a �° a : v ': - a :a qRy �-`
,. . . :
I. 0
I 1 [ liriiraitii FENCE TO ASSURE SOIL IS TRAPPED ///RADIUS = 7• - 'a.• • A. •-+- 'v. •
` 1 �IlIUii FLOW
0.00
/ 25' MIN. EXPIRES 12-31-19
p
11111111111 ',. d •D • ��
-. --. 'III�� fj�41K NOTES: :-. •'°' �F� SS
",- ` '-..J.''' -l1,;,';',�, CLEAN PIT RUN OR 2"-MINUS GRAVEL 44io ��4 °F e_GO'
11;iiiii iii i!iiIii.;'. �.., U U U U
n littiir 11.1,x,,,, 1. BURY BOTTOM OF FILTER FABRIC 6" PC°�`W` SI
.,P.Nu r.,..,,,:; - SUBGRADE REINFORCEMENT Ak10 ��S
I!llfll'f!i'I __ = IlIIIIFIlI I """ INTERLOCKED VERTICALLY BELOW FINISHED GRADE. Q
�pll�1!171 ; -_� ,- Milli'fat ,',v}'*r�����1i GEOTEXTILE, AS REQUIRED
Nt1llliil!i�' r' rfatk, 'llltl�i. �1� PLAN ���t'` �,� " " 2. 2"x 2" FIR, PINE OR STEEL pEzF-A* 0 ,_..,
-,..iiiils, m..--�- _= ,,,,!,,,111, ,,ii,‘,01.. 2 x 2 POSTS FENCE POSTS. $" MIN.
1! : -i r= _ \\111!‘o y\ AND ATTACH 3, STITCHED LOOPS TO BE INSTALLED DEPTH 1--+
�••`'�_0,:: , DOWNHILL SIDE OF SLOPE. 0 V)
cd J
CATCH BASIN TOP VIEW 4. COMPACT ALL AREAS OF FILTER FABRIC *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL O
TRENCH. I
r~
TEMP. 8/0- BA GS 2 SEQ/MEN T FENCE 3 GRA VEL EN TRANCE ,OCO
Cl)
C3.2 N. T S. C3.2 N. T.S. C3.2
N. T S. Q 11-1
0nc\I fn
oak. < 01 L
cz
0
11, z o (f)
ih w 013
Luo
J o0
Q ,Th" co _J
Oo
Cal H c5
Et co
fTZ
Q Z co
co
0 --, 'r- Uphz
2
ILL w0 0
u)
< 0
X Ct
LI
U
2
CO
k , REV. DATE BY
1 1 1Z
ilivillitml
mail
Iftlial0
0
1::::1
zPROJECT
NUMBER JCA030
0 Date: 06/30/2017
eft
kScale: AS SHOWN
0 Drawn By: KRF
Designed By: GID
N0 TE' Checked By: GID
EQUIPMENT, VEHICLES, MACHINERY, GRADING, -
DUMPING, STORAGE, BURIAL OF DEBRIS, OR
ANY OTHER CONSTRUCTION RELATED ACTIVITIES
ARE PROHIBITED IN ANY TREE PRO TEC TION z
AREAS. 0 C 3 2 1
•