10747 SW NORTH DAKOTA STREET-1 (DFo 48
OVERLAY u"plan filled
over
Wilts 46n44
WOOD ERLA AREA in the vWk area. cm: BUMP 0
rrr 4.5 (36S30
RIGNT •
46x44 4 46 48 <�46,48 6i RIGHT 4f z48 .0
CM 1341 42miS T 1C* 2502-30
UM >
<
4 '.40 <t46, :T 3.1.V 42 J. a tRIG%
OMR 11010 me
Median Area
J .-
J
2V�
4W_! 4W!I! 1/4 M i_l* I F
41OVt� 4Wi,,L ' 2w%L K, Area, 100A 400,� tOO
1/2 Mile
400*t NOO'
My Toper( cw t
A\. • 21C Traffic cones OOtiL '::d1 7
#AW•.09
DO two
EDGE 4em46 NOT 46a BUMP LWORK AWA
44w - 40a 46x44 48a 46 TRNCI[SNOT a I St EDGE 60 p 24
n wort area 10#1 lane.tht CCODeS are so be p:uced to ek)so T=Oco T It ICI LE 48z48
left tone. ILI ype i tAssit diot
.48 RIGHT LANE CLOSED 36alill
DIVIDED HIGHWAY AS48"oedtid EAL' and tronsettan slit.. DIVIDED HIGHWAY NOTE.
replaced with 'LEFT LANE CLOSED AHEAona tsitooff signs.
ONE LANE CLOSURE Whep !:plqcing the metal median barrier in or
wriere the no(iglson AWItional "DO NOT PASS'and 'ABRUPT EDGE`signs with
is 9-0 Of loss in width, a one tone clositte.(lert torte* will be OVERLAY AREA appropriate rider to be installed alternately on both sidt-i
required for each direction of traffic. of highway of 1/4 mile intervals throughout overlay of wog-k
Where the medion is nicirt than 4Y-O'in width. a one Gone closure
bN OVERLAY WORK USE IS PLAN IN WORK AREA 00`410 where applicable.
(left Ion*).will be used far one direction of traffic and on interior
shoulder closure for the What.
45
48z6O
w1MW_
---
Median Area
Y
-40()'t 400'Toped Work Aron
T NormoLl
-26Traffic cams 50 jMV4
spacing
NOTE END
a cone
When work area is in left shoulder the
e to be WM AM
placed to close the left shoulder. GOz24
n45
- -r_ 1
46x48 DIVIDED HIGHWAY
SHOULDER CLOSURE.
— - -------------
Use 7���s �l�-N -
NOTE
THE SCALE OF THOY I9119611 IS
AFFIROXIMATELY 16%OF ME
ORIGIOAAL Of'AWWAG.
WM AKA NKM 00NOT MALE
<e_ _ > >
40124
-36134 36 36
(As aded) (A Needed)
3w! _L Wort I I 3oo*- To be accompanied b1 Drq.Nos.S-1,S-5,S-6.S-12 JiA 2126-C.
B(MR.(2 required) - — ------------ GENf RAL NOTES: NOTE: All material-W workmonship sholl'be or-.accordance with
&All signs are to be Type "O"unless otherwise noted on plans. the current Slat* of Oregon Standard z:ipc9f ical tons
-- — — — — — — — — — — eSoining and traffic cones shown to be installed in conjunction with the for Highway Construction.
- — — work areas,shall move with the work areas.
5i.707 17-7
-- — — — — — 4-A r r r !ZZ'X *Truck movements shown thus: STAT[ Of OPM60110
DEPARTMENT OF TRANSPORTATION
-Where trucks are entering and leaving, the work area use:
To Toper 0 STATE HIGHWAY DIVISION
300,1 240!1 Work -Ar a • ONE LANE CLOSURE' STANDARD
Ir- – -Extend 260traffic cones IOOO' frow the end of the work area along TEMPORARY PROTECTION
��T�.O_fffic cones on 50'rnoximuln centers the pointed lone lone to form a truck acceleration lane
oWbere trucks are pernuffed to cross the median.* 'ONE LANE a DIRECTION OF TRAFFIC
CLOSURE"(Ieft lone). wolf be required for each direction of traffic.
-14 areas where the median s 9_0"or less use sign silos shown in -LANE CLOSURES,
Z AND& LW�111111(AREA I i i SHOULDERa ONE
COn 24 parenthesis. OVERLAY OR WORK AREAS.
CD BGS36 3604 36 •The *BE PREFOM TO STOP 0 sign shall be used only in conoinction with the JANUARY, 1960
• (As Need" I As flooded) 2-LANE, 2-WAY ROADWAY FLAGGER AHEAD 0 sign. REVISIONS - APP BO)OED
•When r*pk" the metal median barrier. a left lone closura will be required 1D1$CR1FTi*F_'
SHOULfor me direction of traffic and a shoulder closure far Ifto other. MAN si i rAo— —
DER /ONE LANE CLOSURE CANCRAL NOTES REVISED ASST STATE 111160"M ENGINE&a
-*��&",1Fffir%nA%% DRG. NOL 2201
OPN PERMIT. NO . 420-9 -
I OF 2
NO_
A
•
't 'w�—- -� -.M,I ....�._ I .., I I � r rI..r..r..r
fill
I rl 1 1411 ItIll I... ) III I I
I I 11-171 &1 1 11 10` Il
0`,MI,�_..�n:1•�I' SI +Ii�'.YS"iiwI i1rrlr..e+,wl..,-.ir:l�I�1 I I�i.".I� r 1 r r r wt.r i r r r I i r i T 1 f r I r I I i ! r r r
-I,f
• NOTE : IF THIS MICROFILMED 2 4 6 0 11 12
DRAWING IS LESS CLEAR MAN
THIS NOTICk-,"-IT IS DUE TO
THE. -QUALITY OF THE ORIGINAL
OE 6z 9z LZ 9? S? tiZ EZ Z LP 1Z OZ 6t 81 11 91 91 tp 1 21 01 -6 11 1. 9 S 10 E
01.111IIIIIIIIIIIIIII if III 1111tif 1; 1111,011 11111 11 11111dwiIA&IIII III I fill 1111111111 lull if
w. !*"aft- t
30
MARCH 1992
7 Tr�
7,' 7
ale4- zoo
Ir
E' I t I ► �r L_ � I ; � +r 6 ; �("1 ` r�
CPO
14
s
c cs�lC c curb
,�lStl�� C fZocK
Ganc.v4c curb ov -ed 0n
csv r e
on �ri � ��� s�'• � c.o rn �e� �
p
r
d u 4 eco &.ears ro m cr
I
�acr ess r - 19 , 102 CUD W t I l Vie M CT
11
00 1A I
-p
I I cA
Usm oWe'A
E: ocK
cA n e x I Al 3/4 - ori -OF
► i I , c� 1
S hc►I I b� e rnw� 1��� �d n �. rye fie, � I � 1 r Y� --� • � 4 1 C .,
- ��__ o R.tV a W nCA h
hEC
V F/
'�
11000 Psr
_04\ I L k
1 !
ih(AV\ dlft � + +0
-� /q than - ./
j `� 6OLS ti- p(A" ro(�A
�
I I OL U r
Fry)
c�
P F'd� u 1~l e S 1 11l L I r�AU ;'7�j�- "
5L 0 rOf I
"
o m
c~
-�..:: o��r
e -4 0 Prig
�--. - field in
- r ,. _...�.- .. ... ..y - ,ms's'-•++r�Y�4u,......_ .. _ ...+M..w...+ - � .ti._.,.fiiJ.�+ b, .. .. ..._ .. =.•'w - �-._+�+_,a..,,-+'=�- _.. ...- .Rr. .. .. _ � ..�._"_ .. ".Vra
...{ • � w4 � ,. 1 .� - ..�. ._- .a► r .•111 I 1 I I � IIII1 1 � ill � l IIII11 , IIIt111 Ilf f� � Ililill 111 ' 111 IIIIIIt I � Iilll III � III IIIIIII 111IP11 I � III11 IlIIII 1i1 ' III
I Ifli I � I I I � . 1 I ; I I I S I I -_ . ..
NOTE : IF THIS MICROFILMED 6 7 8 I I I 12 'G2
�w• ����� .�f/LnnY
DRAWING IS LESS CLEAR THAN
)f
THIS NOTICE;-TT IS DUE To
THF QUALITY OF THE ORIGINAI_
DRAWING.
OE 62 $? LZ 92 9Z 02 cz ZZ IZ 0Z rat 91 LII 91 S, 1 V1 EI of Ii1 01 6 9 L. 9 1; b c
i�1111111�i111111lt�Itllltttllttlllttlt�IIIlI111I�1111111116111111tIII1�Ftlttttlltt�It�tt�illlllllt,lltll{I�I�t{i{IIIIIIII�lI11111t111llill0tllllfill�}II t ���Itll�'tli�l{IIII11lIIIlllilil�llll11111I1ii11iiii,{iu�ll�y��j{I�UII,IItII11Ill{II111IIII11L11.l1L1�1111I111Llilll�l�llllllli-Illlfl�ll.Ulill
FILE NO. J
NORTH DAKOTA ST. - 10747 ST. OPN PERMIT
I
Cl" OF TIGARD A
10WENDr1'URE RBQ�=, A,
111=- form is a milti-use form. Appropriate receipts mist he attached. Do(--Amrw--ntation
in- irportant for all purposes. Staple docxmy--ntati.on to form.
VUWR NO. : DATE:
PAYABT E TO: t-kAW
Fe- C" N��A 11 %AAC C RljQ(R=FD BY:
1-7 Z
Appcoved requeat ue Wedt�--sday
w
10:00 AM to A/P for checks by
Friday.
MISCIMZANEOUS E"xPRmI1U=:
Date Description, Invoice No., etc. Account No. Amount
CF0 0' V Z--Lcx-)0 100
e-c-
TOPAL
cage $0.255
APPROPRIATION BALANCE: AS OF': ST(VAWRE:
(Up to $25.00) Section Manager Purch. Agent
($25.01-2,500.00) Division Manager
($2,500.01-7,500.00) Dept. Head
($7,500.01-15,000.00) City Administrator
($15,000.01- ?) Local Cc,-Itra(--t 1:evjew B,cvlrd
ke/1501F
APPLICATION -- STREET IMPR( -MENT/EXCAVATION COPY To:
OR DI NA
,CE NO 74-14 X (WHITE)-FILE
DC (YELLOW)-INSP.
(INSTRUCTIONS ON SEPARATE. SHEET) Jd (PINK)-OTHER AGENCY bldg
(BLUE)-APPLICANT
APPROVED x APPLICATION NO
NOT APPROVED CITY 011- TIG ARU, OREGON FEL AMT. s - cc124244_ A _
PENDING FEE, PMT. 11CI I1 IIALL RECEIPT __1J Z 1_5oc)-____.
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY _._ DATE_
PENDING AGENCY "OK" ❑ 1pplic.11mn ,Ind Propess Record - - _ - _ - - - - - - - - - -
MAINTEN NCE BOND
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REUUIRFU x
ANNUAL
PENDING VARIANCE ❑ EXPIRATION DATE'" _- - one year
PERMIT NO.. 4 7-c—)- DATE- ISSUED: _. 51�.L� BY •4 ._�� _. _,,_ .
I11 APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _y9ANIT SEWER WATER TIES &
DRIVEWAY APRON - AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT Fernwood Development Inc. 7600 SW Elmwood St._ Tigard23
_ OR 97223 _2__44-1 __._
NAME. AbORE45 _ CITY PHONE
CONTRACTOR Same) _
- - ----- ------NAME - -- ---- -- - ADDRESS CS— PHONE----�
PLANS BY-_ Per City�t,�daZs �_ � � Qta _ _ ta�h�d).._
NAME ADDRESS CITY PHON-E '
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): _ _3,000.00 _-
__--.___=y-z_ UGLLARS
'MIN,
(2) EXCAVATION DATA. FOR OFFICE USE
0.04 x s
STREET
---T-- _DESCRIPTION PROGRESS & INSPECTION--STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE: REMARKS/TYPE BY
_ TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
STREET
--- Q.P[,NLD
North Dak to St. (see attached) i INSPEC- -'
---- R 'TION
E
Q
ESTIMATED STREET OPENING DATEE
- - ---1- / --- -— S
ESTIMATED STREET CLOSING DATE: / / T _
E
(3) SECURITY NO. STREET
SECURITY AMT f 3,_Q00.-00_ t-LOSED
SURETY CO.. _ FINAL
gp(Q71�xKcl�Ec.K X _ cAsll nuNr• INSPEC.
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS:
FEATURES; EXCAVATION LOCATION AND EXTENT,
1., Notify City
SITE: 10747 SW N Vieweg (#639-4171) 24 hrs.
II i North Dakota St.j , prior to starting work_
work area 1 ' , I 2. All work shall conform to _
X I '\ _ - City Standards/Specifications
S.W. Norah Dakota X and to the attached plan.Street �----
- - - -- --- - 3. Excavator must comply with
ORS 757.541 - 571 (Utility
prelocation, etc. ).
1 1 I I I 4. Traffic control to be provided
for by contractor (the roadway
shall not be closed to traffic).
(5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS
APPLICANTSSIGNATURQ �` =rtti` _ DATE
"'",'^t71'�'7R'.w"'"-'."""'""`4^,.`�"+vrw•"^^+rr'"'^7n-'q'^w.`-•"'eTTA'T'^---.w..�q4�^-+'.'�^��-..rm+T'IP"-^""^.^'^•-w�-....-...-wr.-.-�.-+.++.-r.-....•.-.-..-.,....�...-..�„�-.......,._...._.._-
t t • •
APPLICATION -- STREET IMPROI"-"."E^;T,'EXCAVATION COPY TO:
ORDIN 'k, ENO. 74-14 (YELLOW)-ILE NSP.
®
(INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY blck-j(79 (BLUE)-APPLICANT
APPROVED I APPLICATION NO.:
NOT APPROVED U CI 11' OF TIGARD, OREGON FEE AMT.: • 120.00
PENDING FEE. PMT. ❑ CITY HALL RECEIPT ):O. 1 (- z ( `�E
0C)4-
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY - DATE C, 1 & 1 q�__
PENDING AGENCY "OK" ❑ application and Progress Record l
MAIN EN NCE BON N
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION As RE uiRF.0 �[
ANNUAL
PENDING VARIANCE EXPIRATION DATE: Ont year
PERMIT NO. _4Z0_--9.L..__ DATE ISSUED: --' -1— �1 BY:
( 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTI.LI_ L'I}:S_6Lr-
DRIYEWAY APRON _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT Fernwood Development Inc, 7600 SW Elmwood St._ Tigard OR 97223 # 244-1-23. 3_
NAME ADDRESS CITY PHONE
CONTRACTOR (_e) _
NAME ADDRESS
PLANS BY __ -Per.city Star►da,Adr3 &. SWcifications (aft attached)
NAME ADDRESS CITY FRp14E
LSTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 3.000.00
DOLLARS
- FOR OFFICE USE' —^-- -��_--�– 'MIN.
121 EXCAVATION DATA: 0.04 x S 3 OOO.S?Q_=S—120.4Q--___
STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ,TEM DATE REMARKS/TYPE BY
_ TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
STREET
- OPENE S-13
North Uak to St - (see ttaull ) I T aN
E
Q
U
ESTIMATED STREET OPENING DATE: E
ESTIMATED STREET CLOSING DATE: TE
-- --- ----��_. -_—.--- STREET �_ Q //
(1) SECURITY NO. .____- SECURITY AMT: $ 3,OW,00 ,_ CLOSED AD-If (y)pTQ � C
SURETY CO.: FINAL
OE7[ORX NSCHECK dt CASH ❑ eDND INSPEC. 5-((o.9 0
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS.
FEATURES; EXCAVATION LOCATION AND EXTENT. I. Notify City icu3pector Caul
1 I SITE: 11747 SW I 1 N Viewey (#639-4171) 24 hrs.
North Dakota St. I prior to starting work.
I- I _work arya - ( 2. All work shall conform to
CURB -.J' - - - -'� _ � City Standards/SpecificationsS_W. North ikikota _ Street and to the attached plan.Excavator must comply with
URe _ _ _ _ _ •-- _, _ _ _ _ - - _ ORS 757.541 - 571 (Utility
Cc a prelocation, 3tc.).
1 I I I
I 1 I I 4. Traffic control to be provided
1 for �-)v cr—ncractor (the roadway
shall not be closed to traffic-).
X51 NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON.
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS
�,.•, �` /
APPLICANI3 SIGNATURE.
�– DATE
REMI'TA ADVICE 24-11
1230 439
FERNWOOD DEVELOPMENT, INC. _ -
R150 S W NAPLELEAF STREET /I rl O
PORTLAND,OREGON 97223 ; S(,U `t V Q
\\-- (503)244-12313 �A
F'AY_� `\��'T� UV) -E V\�AVIIV"Q�� �� vtCIO�CG�is 1� N� IU�J—"_�
nOLLAR
TO THE ORDER OF DATE CHECK NO,
El
jk
'X
d�s3�
Q FIRST INTERSTATE BANK of Oregon.N A
BAr� TIGARD BRANCH TIGARD,ORFGON
110001,.0 MIll 1: 1230001, 23i:439 001, 22 , 6116
C:I T Y OF TIGARD -- RECEIPT OF PAYMENT RECEIPT NO. :91-21300A
CHECK AMOUNT 31 X'171. 00
NAME FERNWOOD DEVELOI='ML=NT. INC CASH AMOUNT 0. 00
ADDRESS.' ,-s 8100 SW MAPLEL-EAF ST. PAYMENT DATE 05/08/91
:.:,
SUBDIVISION
iM. POR (LAND, OR (37 ;=�-
PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
PUBLIC IMPROV I c 0. 00 rUSTOME R DEPO 3000. 00
STREET OPENING PERMIT # 420-91
FOTAL AMOUNT PAID - - - - ) 1 C'0. 00
SEE 1v1AP
IS 1 34AD
W
t�
o i 4
a 1 4. 1— goo
000
•2•' l 1
"- 6760 Nes°45'w 1700
r 1800 —
1905
1904 ^�' Z
w 96A� .96AC. I•
23AC 134.3 W 800
,19 Ac o W-` 1100
N O O
N Y�
6,_e0 1 1200 700
1901 -
1300 L-
q 1 600
�� -- - ----- L
\/ 1400 50
N
N
r- vt N n
\\v _W 1500
41
1900
.22AC.
1902 1600
.3.5 Ac 3JA�
p 1
W O r
I � N
2�= N 1 •o
:mui I 1649 e2 4t
00>
L r�
_-�-NORTH'_ ��-R NQ
e9 - _
--- -- -- -- s° "r
6/ 406N 2 65CN 90
w. T �4 2700 2
6, 2800 C
._._..�' - e,
_ %% - -ro 00 2600 961
IT ON ?- 25
400 /?6AC'
u 2200 2300 ; 66A�
20001 � 34 At 96r(
N
L N
42A o
a N,
� c
a �
(001
4400 1
INITIAL PONT •:. 1 ?
I
� N
i
113.03 a fin° 2002
4500 0 g r
9 G �
2rt p
/ OD N 105.G5 Z
105e9 0
4600 LLl 5100 1
-- - - - ---�I� 15
11095 \ 11110 +110
I 11170 180� I 11 I _ +
x p�
O.
y�o I
11140
- II100
11065 I 10995 i
11060 \
�
11030
11463 I --- - --- - —----� ---- i
m - - ---- - -11452 I ( 10970 m n - - - —
9�9 10920 m
I
10940ID
ry ;�
I U N IW \ SW /O�iI�! h rr
J1 7
S W cr 10900 I 0 - _ AVE.
boat
AVE j I
0 0 „ 4--o` h I.� N I,� C, 0 O - - -
D o O 10850 10925 to N ro mC
- - 11105 U w N �e ao Q
w I — _ N cr to cn r
/� t` - _ cr
10800 10775 1114 _ S W 108th
q
10770 �- (D to 40 L�
10765
10730 I 10750
10735 �Op o <
0s,
<
T - 10637 = _ — — —
6 10533 1o6ho 1070 X695- W o o n o o 0
0 O
5 106 �' Lr 21 L, " cr M ry o
6 5 f _ _ � cn �n
4 10615 I ---- l
3 10609 1 --- \ 10640
2 - 10605 --------- - — ----- I� SW —
1 10601 10630 106th AVE
r _ — --
10587 0 10618 `" 10 19 1062 108,
p ro O
► +0583 10600 o 0 0 0 1602 ;Osi
110579 I -- - - ' '060 106(
"
1057511 �_ — __ It757
105 71 >>1 I 0586 10589 1 0594,
10567 I r + - c^
10563 'i woi 10577 -�i582 0\
I ----- ro I'Y374 1.X70
10559 I - - - I r vaTE I RIVE I _ � 1 569 1 �
I'�55 ----
10551 t, In562 � .055
- -
10547 f - 10550 \ r)5a5' ,05"1A
- - ---
10543
' 10520 fi - - ►0526
I
1
I -
I I �
PROPOSED EDGE
2"CLASS C"A.C. OF SHOULDER
4" 2"-0 PROPOSED EDGE
a W ( SLOPE VARIES
OF PAVEMENT
Fa- W
N U
W OML
L �
0 O < 00 Z
Q. a
Z TYPICAL SECTION
a
Z IL A.C. DRIVEWAY
a
r 0
I
PROPOSED EDGE=34"-I S OF SHOULDER
41 2
I a /
.------PROPOSED EDGE
II
SLOPE VARIES OF PAVEMENT
� F
--7 �
N = O TYPICAL SECTION
X < f w; X
W I
� = a GRAVEL DRIVEWAY
� a
10
TYPICAL PLAN PROPOSED EDGE
OF SHOULDER
PROPOSED EDGE
A.C. OR GRAVEL DRIVEWAY OF PAVEMENT
SLOPE VARIES 4 — —_
"UNLESS OTHERWISE NOTED asGRi10�O
0
�.I
SEE DWG. NO. DW-202 'z---"-
TYPICAL SECTION
ALTERNATE
WASHINGTON COUNTY DR I VEWAY DETAILS FOR
�DEPARTMENT OF LAND USE
4w AND TRANSPORTATION NON •-- CURBED AREAS
DATE CIVIL ENGINEER 9RAWN APWA NO. WASH COUNTY NQ
� .-�---- D G-
15 NONE DW- 205
WI
ELEV. SAME AS CROWN ELEV. SHOULDER CROWN
r OF ROAD
SIOPE 20 L ROAp SURFACE
I I �
c�
1
� BOTTCM OF DITCH ELEV.
MAY 9E ADJUSTED BY INSPECTOR
NOTES:
I.SEE DWG. NO. 203 FOR ALTERNATIVE
2.IF AC DRIVEWAY IS TO SE CONSTRUCTED, USE 2"OF CLASS"eMIX
ON APPROVED BASE
PROFILE
COrOCRETE HEADWALL REQUIRED
WHEN USING CORRUGATED METAL
PIPE SHALL EXTEND 4 MM, OR PLASTIC PIPE
I' PAST TOE OF FI L L
+ SURFACE OF DRIVEWAY
ti
30111=O ROCK
CONCRETE PIPE i OT►+t'R THAN CONCRETE
6,
PIPE SITE TO BE DETERMINED PIPE, AS APPROVED
BY INSPECTOR AT THE JOB
SITE ( 10" MIN.)
PIPE TO BE LAYED AT EXISTING GRADE OF DITCH -- NO SLUMPS
CROSS - SECTION
WASHINGTON COUNTY DRIVEWAY FOR STREETS
,,.�DEPARTMENT OF LAND USE
AND TRANSPORTATION WITHOUT CURBS
DATE /n CIVIL GNIGINEER DRAWN APWA NO. WASH. COUNTY Na
Ll1 7Lli(` --- _ Rey b b5 NONE
DW - 202
'17 -
a
MIN. 3" A G ISI 2 LIFT.5 -
STREET AREAS I OUT OF STREET AREAS
aAw cur— I
EXI STING
SECTION RFSURFACUYG /
2-OF 31A:'-0" j' \
°• CLASS A
" . �• ' BACKFILL
. a �•
'0
pm'*'/i-
CLASS B - 1'•
3/4t-0 GRANULARQ
BACKFILL 0 . • / '
Q
W �•v 1 r, o
ui
° • V • C)
wD• p• a
\ O
Q-
4-
rOCV .a • ,• , Q n
T - D .
C) . 6 •� ��
PIPE BASS
BACKFILL. IN 3TRE ARFAS
L IF 3/W 13 AGAINST CURB, FILL ROC,t TO
BACK OF 3/W
2,IF 3/W 13 NOT AGAINST CU?A FILL ROCK
2'BACK FROM CURB
CI PIPE BEDDING AN D
1YOFTIGAR� _ BACKFILL DETAILS
i OREGON DESIGN e,Y - APPRnVEO F3Y DRAWN 6Y
GA R E�
tK-ALE t)AT-V DGLILJING No.
NTS 8/'-x/88 S-2
I
I
BUILD140 SEWER PIPE, SIZE AS SPECIFIED 1
PLANT FABRICATED TEE FITTING
ON SEWERS 18" AND SMALLER. BACKFILL 2X4
FIELD TAP ON EXISTING SEWERS AGAINST PLUG TO
AND NEW SEWERS LARGER THAN 1 PREVENT PLUG
THAN 18". I BLOWOFF 9 SECURE
2X4 IN PLACE WITH
I TRENCH BACKFILL.
SEWER MAIN PLAN
`��� I
OR LATERAL r
I
EXTEND AT LEAST
GROUND 12"ABOVE SURFACE
SURFACE
MINIMUM SLOPE FOR �a
6" PIPE_ 0.010, FOR
4"PIPE= 0.020. SFRVICE CONNECTION
MARKER :
WRAP 12-IG GAUGE
GREEN LOCATOR
WIRE AROUND 2X4
PLUG
o i
z+ r�" 3/4"-0 PIPE ZONE MATERIAL_
w;w • I AS SPECIFIED
•-sem. SUPPORT TEE WITH
BEDDING
\
MINIMUM ?'0"GRAVEL,WIDE S1 DE
BUILDING SEWER
UW
Unif led Sewerage Agency
of Washington County
2.4(
TRAFFIC CONTROL
GENERAL REQUIREMENTS
1. Traffic control shall be provided for, as illustrated, at all
time during work prosecution. No work shall be permitted
during the hours of darkness, nor between darkness to 9:00
a.m. , nor between 4:00 p.m. to darkness.
2. Traffic control devices, flagpersons (etc. ) shall be n lace
prior to initiation of construction work and shall, at all
times, be effectively maintained.
3 . The roadway shall not be closed to through traffic. The
contractor shall notify emergency services (fire, police,
etc. ) , School District and Tri-Met 72 hours (min. ) prior to
initiation of construction arork. Advance warning of imminent
traffic disruption shall b,3 provided to the general motoring
public by placement of an advance notification sign at each
end of the construction area 72 hours (min. ) before initiation
of construction work.
4 . The City Inspector shall be notified 24 hours prior to
initiation of work /i 6j9-4171) .
5. The work area shall be maintained in a clean condition, free
from obstructions and hazards. Effective erosion control
measures shall be provided for.
6. A temporary hard-surface patch shall be placed on all trenches
within the roadway at the end of each days work.
7. Minimum travel-lane width shall be twelve (121 ) feet;
pedestrian travel shall also be provided for.
8 . The City reserves the right to restrict construction
activities during Holidays and periods of high traffic levels.
The City reserves the right to add to or modify these
requirements as may be necessary to endeavor to more
effectively control. traffic and to assure public safety; such
action shall not relieve tri contractor of responsibility.
dj/n-tcgr.JH