InitiallyGood i
STORM SEWER CONSTRUCTION NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TIGARD
`TOTE: RAINDRAIN LOCATIONS ARE BASED ON DATA
GIVEN THE ENGINEER BY COMMUNITY MANAGEMENT SPECIFICATIONS, STANDARDS, PUBLIC WORKS CODE AND THE UNIFORM
Q PLUMBING CODE.
INC.'S CONTRACTED PLUMBER. MORE RAIN DRAINS
MAY EXIST. IF THE CONTRACTOR FINDS ADDITIONAL 2. ALL PRIVATE STORM DRAIN LATERALS SHALL BE 4 P.V.C. PRIVATE
Q- RAIN DRAIN PIPES THE I CONTR'CTOR WILL VERIFY STORM DRAIN I-INES SHALL BE CONSTRUCTED IN CONFORMANCE IF THEY ARE UVE LINES. IF THEY ARE, THEY WILL BE WITH THE UNIFORM PLUMBING AND BUILDING CODES.
;;. CONNECTED TO STORM DRAIN PIPE.
12"x4' I �� 3. r PRE-CONS I RUCTION MEETING ,
.``` ` IS REQUIRED; CONTACT AL SH'ELDS•
TEE 1432, ( 639-417! 1, FOR A TIME AND PLACE. NOTIFY BUILDING DEPT.
1S" pVC �� z_ 24 HOURS PRIOR TO COMMENCING WORK.
x J 12"x4 �� �� 4. UTILITIES PRELOCATION REQUIRED.- OREGON LAW REQUIRES ;:
' Q 0+00 TEE "o N FOLLOWING RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 9
t�" .yes CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010
OUTFALL 1? THROUGH OAR 952-001-008G. COPIES OF THE RULES MAY BE
0 IE- 397.35 p .aa OBTAINED FROM CALLING (503)246-1987. IF YOU HAVE
VC 12"x4 k -4 QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. DAMAGE
• 1+43.2 TE 12"x4' W E DUE TO THE UTILITIES SHALL BE CORRECTED AT THE PERMIT
CLEANOUT .TEE HOLDERS EXPENSE.
RIM= 40C.13
Es 147
x4' 16 5. WORK HOURS SHALL BE RESTRICTED TO THE FOLLOWING SCHEDULE:
"2+64.3 ?+ TEE NO WORK IS PERMITTED DURING THE HOURS OF DARKNESS
AO - I }
CLEANOU /�Y• BETWEEN 9 PM AND /-AM MONDAY THROUGH FRIDAY
AA Al �` �� I� \ /'_ \ T.••.
RIM= 402.6 �� �/ Ii/ BETWEEN 9-FM t V O-HM 'SATURDAY VYC 9-PM TO `1-%iM SUNDAY
`T
3+29.7 •1• 6. ALL S I ORM PIPE SHALL BE WHITE IN COLOR.
CLEANOU 12" 1.8' 12" PVC
M 5+38.9
RIM= 403.01 'OVc
3+86.4 12"x4 CLEANOUT 0 40 80
CLEANOU TEE 4+88.2 RIM- 405.2 SCALE: 1"=40'
R!Mms: 403.64 CLEANOUT
RIM= 404.69 CLASS "B" CLASS "A"
TRACT "C"
SURFACX IIESTCRATION Wv r Exrl]S NATIVE MATERIAL
rAs sPEaFtEn orEr Testa TO Auow
2.0' MIN. EXIST. PVMT.
/ FOR SETTLN ANT
1.0' v
Q�t•`s -Z uN D
�UNDMTUIWM
EJU"N � - 12
NATIVE �TM-
2.0
3/4-- u CRUSHED MATERIAL
M;N.
DRAINAGE DITCH
TYPICAL SECTIONmm
�
Int zatc PLUS e•
EXTEND GROUTED ROCK UP/AROUND
PIPE TO FORM A HEADWALL 3,4•0
5'x3'x1' �E
P p_
1G" OUTFALL I
I I
\/IF,1 I
!CH_-BOTTC)M _ ,/Q ppF O.D. PU!$ 4• YIN. FOR RPE SYALIEI! THAN 10-
1/2 PNE O.D. PLUS 6- YIN. FOR PPE 16- AND LAROM
I
3' WIDE, 5' LONG
t
I MSCHARGE PAD DUAIL
410 m N 410 I CLASS #50 (50 LB) RIP-RAP ROCK ON BOTTOM TRENCH BACKFILL
�- - ----I--- �- 4 - CONCRETE AND EGROUT.S OF I AND D ANDPPLACE LACE I RIP-RA500 P.
o DETAILS
o) S
Z
1 � NDRAWING N0. 280
s
(~� =M 1 Z� U �IV� PLAN
PROPERTY UK OR
14) M o d 0 OD II. I UT�fIY EAg1ENT
g _-. + �_ - -
J -- ----r-----
J --- ,V Z - N V - --Na-SHMM GROUT - Lr
-- /
'Q M Q II 1 STANDARD CAST IRONSEIWCx
O _ + I \�---- /^ 48.7' OF FRAME ARO covNa STANDARD MANHOLE AS USPECIFFIED OAW ISPLUG w/BACI(F1LL
+ ��
- 1 1 L/" PIPE O ' GRADE RING
ro PREVENT PI.UO eLowoFr
tt TARP MAIN
..,, , I . ,i� F �• i•i. 4- MIN. Olt LATERAL
Y
1, 65.5' OF 56.6 OF 101.9' OF 12" PIPE O I FI«I«, GEADE
400 12" PIPE O 12 PIPE O 1).5600% 400
o \ /
---- _ - ------. 12" PIPE O- Q 60 % 0• - - - -- - ''A' -WATERTIGHT PPE PLUG r2x4
CLASS 50 -c-5» PE 121.1 0 I ----- -- - :• T
�' RIP--RAP -----
0.5600% aol
f .�6 Q 1 Q W) PROVIDE J/4-_o FOR A
N ,(� O , .. MONISM OF r AROUND 1
:I. CD V O CIFi\NOUT MIN
4L=0
T. TOTS'L LE ON OF 214 AT END Of LATEXAL
APPROVED SET OF PLANS® YARK1N05 TO FAC[S N AP
,. M M M E J
.'T�'f•� 06 I N 1 IE,p/T
4j,' `t 1n rn II II
, ...� � a1auND MAONrn
SURFACE TAPt
�','f! ' ►� M I W II I W - - ( -SANIT »
uJ
W W CMCR CODE IURFACE
CI
IN
cn W T ..1- �~ LOT, R.YiEE+N AR
S 4 �J. ••
� II � 11 ,_
o W C HORIZ.: 1"=4v'
MAO/Ti4
A -
nt VERT.: 1"=4' ''`;`r5• (aRmN w/BLApR ,ETT�Rs>
b m I
PIPE
E 3 :,^ PLUG
r _ J 0 , "�
Ily
,i Co .. .:. ..... ................. .. ( j _
' PProved.. . ........ ..;.( )
0
' T Conditionally APProV1 ...•-• 40 80
CONCRE FE
ElIG1•ED J
s r only d�iscribed i� HORZ. SCALE FOR R,.,Tto PPE a
T�
For `NoW° �, _ STORM DRAIN s,. w� . .• - ' RT T� �n,� SLOPE 3/4•-0 PIPE ZONESUPPO
• • 6- PIPE - O.O,O YATERAL AS SPECIFIED
/ BEDDING GRAVEL.
� y�`'"%- �--" MINIMUM z'o- wloE ELEVATION
Cu PE Follow �.
a See Let
NOTE: Cr•Na1ET+: ENCASE 7171RE wrt SECTION AND 1!T Bflq F CONCRETE PPE
J9..Cn
b A-. �'3a ; lf7 Date. - ---
0+00 1 + 00 2+00 3+00 4400 5+00 5+00 7-+- 00 STANDARD CLEANOUTUfA
unMW
.,�". SERVICE LATERAL ® •rw�•a•
r
L � • �
w N0. 170
ORhWII�G N0. 150 DRAWING
Lu
cry
a REFERENCE INFORMATION AND NOTES: PROFFs^ DESIGN CANTERBURY WOODS CONDOMINIUMS SCALE
C=) I ��5 ANG I NEF�L �� L.S.L. 2105 SE 9TH AVE.
A SHOWN
PORTLAND, OREGON 97214 DWG. NO.
U 62, TRACED 503-233-0300 CANTERBURY WOODS
L.S.L. CONTACT: DENISE BOWER _ Erick-2
w
SRT.
m OREGON CHECKED HARRIS ASSOCIATES, INC. MVATE. 1
-- - --- ---- - - --- --- STORM DRAIN
"tty 12 1eee`g J.R.H. ENGINEERS-SURVEYORS
REV. DESCRIPTION SUB, APPR. DAZES R. H�,Q1� DATE 12555 S.W. HALL BLVD.
.' TIG!R0, OR 97?.23-6287
03/29/02 PLAN AND PROFILEOF
t REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th, 2003 PHONE: (503) 639--3453
II )91h Ave.Canterbury Woods Con(
PLM2002-00186
1 of 2
NOTICE: IF THE PRINT OR TYPE ON ANY r I r�11 I IIIIIII IIIIIII I I I I I�I I I i l ; l l IIIIIII IIIIIII IIIIIII 1 1 1 I I I I I 1 11 I I I I I I I 1 11 1 11 I I I 1 IIIIIII 1 1 1 I I III III 1 11 111 IIIIIII IIIA I IIIIIII 111 1 1 1 III III 1 11 11 1 1 1 1 I I I 1 1 1 1 11 I
IMAGE IS NOT AS CLEAR AS THIS NOTICE, { 1 { G I { 3 { 4 I { C { I I I I 11 I 12 11 r
- - dol _
IT IS DUE TO THE QUALITY OF THE
1111
ZZ l ► II h�ill 111{IIIIfIilll�l►IIIIIII IIII�IIIII itll�lllll{I�IIIIIIII{III�III►II{II�IIIIIII{flll(llul ll�llli �aORIGINAL DOCUMENT II [f7. t i t Gni 1111 Ill{If8 WjL � 8 u It 9 (d 1E u1W�z 1 111111;1III411E eItil I�I ► ► G L {_9Z1T z1� ti ) 1,
+• v : , A� • ar Er
1k�gM IAO�i
CL
�
CANTERBURY WOODS � --�`°
P iA*KI " G r
r w
DOWNSTREAM ANALYSIS f fjrd _ ._
K C+ C K 0 MH
SITE PLAN �. �_ w
42 _
r F—
ui
PARKIN
af
y + r
• F- 0
5 t � O
W �
h
r � � o
uj
ui
'Fr. 116 I \ `, + .,. �■�r 'n.... _ —- ..�....... 4 .:.I..r....... a........... ..u.«w.,........,..,.,�..,.o„II,.,,�I.
d X
AREA 1 x 42 � . 5
4. 0 AC. I MPE VI OU S
41
y
. '1-' AC. LANDSCAPING
cy
I 111 fill] I e "
A
0 60 120
SCALE: 'I"=60' �� `° '--"'..�, �•........ ..r"•'�r 1 j \OL ` s o
�� Z �, L M
Ill
`t Z
O 7
,� \.', ".wry �.: _ ti`''" '^•�.., "�... ....I.. f i/�j/ w
IN
Now
�•+r: 1s._ , Y O OD S �-Aw.....r.. .ra.a.«..•--•'".' ,.,�,.•" 'r �° '7 s Y
CJ maw
CD U
5
404,01 N
J •
two
' •�. -fir f
1
REACH ''
•`��. ljj� .,,� �
` a..�. wle+s _ ...'y "'�'n'w..�... ► �/ Q Z I O m c0 t7
rn
M
.eAl�.` +..n�rw�. ir/I�Y�I..W u•�1•••OIMw• "' "'•••.VVI Q' J
�:• ---- _.._,_.. x,. ._� ..,,.:,• r,�, _ ..:•ami � w N � = N cMD
to
4 + G Z u�
Jr-''�r�"►O ''-`'' 'BRACT "C Z 'd Z o w
ERICKSO HEIGHTS � � , oZ " (
a.
r`.v►M' 'R' - `— ""'"".r� '� �``�.� .. . � � � - '�►. `�.. �`Y. _ w►.J►i�IL.O�.ra... _► 0.'� _ � � *i'" '''`f
ar�.,,,,,,�rr _� �'"• ��. � I � `"'r�,� `,�'� "�'� ,n,�,�-`. ,mss ,�..., F
l�
q. �.W. LADY
=\,k MARION DR. �.�",�•�"'.•�'�
REACH 2,VIP
Cdr►
kI
4 *wac
00 0
K.
-40 L'ORPIIIIIIIo
or 400w"
,'•`�•... �w.,.d „�, ,a.��""' "ter" w
'ti _ ....... ,r.m,...�.... Q ,
.� 0
w 0)
`k� ��, "'�• ,,, `'�,.. �' '*+�,..�,. -- _ .SSC
� � 1
-- I r- ---- ca a m
x 351 2 Z 0
_19th Ave. Canterbury Woods C
PLM2002-00166
., DATE SHEET
` - 41( -
34 2
5/8/2
Iw r
•K� SCALE 1
_ .M '+'�° �,. j AS SHOWN of
"'a.,._ ''�, � _ �. �+, � �«. � `Rn. �lt,._ �,.,- 'H.,•.- ....,. V_•�Rw�1i, ,,. . � - � �,r,.l�r" .>.# � a++M�MIM+w DWG NAME
R CANTERBURY 1
- _
NOTICE: IF THE PRINT OR TYPE ON ANY r 11 r III i 1! I I 1111111 1 I i 1 i III I I I I I I I I III 111 r�r l 11 III III I I III III 111 I I 1 III III III I I III III III III III III 111 I ' I III 111 1 (11 11 1 III III I l l l l i l III III III I I `'
IMAGE i5 NOT AS CLEAR AS THIS NOTICE, $
IT IS DUE TU THE QUALITY OF THE N,.3e �.. w
ORIGINAL DOCUMENT >t 8� 1 87 L11z ff 8Z �Z Ib)Z >E7 Z Ig o� e�[ 9I LT 9T 4i 6T ET tiI IT t F111111
8 4IillII I� 1l ( � I I1 ��lllII IIll�llll�lll.lllll�lll�lllll111,11�1►�I�Illllllllllli�ltllulllllll�k►I