11455 SW GREENBURG ROAD-2 DO 40
saw (DFor '07 arwk use plan filled 46x4S
ov N01 06:30 9061E BUMP
OVCRZWAY AREA in the %wk area. S
LIAS
same> 45 son R"T RIGNT 4048
DO
'M�o
,� 10 4
UM>F
No,
S
a
Tot 42'10 1
T Wr 42 16 Ty;sov 30030
4111 a 40 4 44 49 46x4S LAS 1� d-
343 06,136)
BMR B(IOR �X Ueiilii�,1:1111��j 1111111.vr� 10 Median Area
J
J
5z
25; i 25t-I 4
Sequ _I/ mile
Oly t, 9 rI Work Are 11100 —0—
4Odt 4W1 -A 406# ;t 1/2 Mile
KW Toper or
26' Traffic cones
I - . DO
- : r 1;z
A j WON AREA
WT
4ON404t BUMP 60s24
Eos
"AS
44 40a 44244 4 46 NOTE N,
When work urea left Ions.tht ewes ore so bo p:aced to close Type• • Type'C' 48x48
left lone. III NotIll (As Meso"
DIVIDED HIGHWAY ~RIGHT LANE CLOSED EAL' ont trans loan :-e to be DIVIDED HIGHWAY NOTE.lW
replaced with 'LEFT LANE CLOSED AZA!` ono s;Q,.%s&t&On Signs olsonal "DO NOT PASS'and "ABRUPT EDGE*signs with
ONE LANE CLOSURE When replqcing the metal median birrier in orecs -fere the medson OVERLAY AREA appropriate rider to be instoll*d alternately on book s14;es
is 9,Oeor less in width. a one tam closurej left lone' asl I be of highway of 1/4 mile intervals throughout osowley or week
required for each direction of fraff C. bft OVERLAY WORK USE T1*S PLA% IN WORK AREA area where applicable.
Where the median is more than T-O'in width. a one lone closure •
(lot# lone).will be used for one direction of traffic end an Interior
shoulder closure for the other
45
Ago
— — — — — — — — — — — — — —
Median Area
400`t t 40d To a •
NOTE spacing
When work area is in left shoulder the cons a to be
placed ft claim tM left shoulder. s
40A DIVIDED HIGHWAY
SHOULDER CLOSURE
NSE
APPFAUW"TIELY 4WOF T1016
00 NOT SCAL11
11M ANEA I saga
M24 36136 36 36 34
1) (As N oil) To be ocmmpeni*d by Dr .Nos.S-I,",S-6,S-12&2120-C.
300!i . =.1b
500,:1 1 36d, (As
16 . -
/1
CENTRAL NOTES: NOTE: All matetroot-id workmanship shall be in accordes with
B(II)R.(2 required) )II" A
All signs are to be Type 'O'wnless otherwise noted on plans. the current State of Oregon Standard Specolicelmes
4 *Signing end traffic cones shown to be installed in Conjunction with the far Highway Construction.
work areas.sholl move with the work areas.
Z-7 1�07 *Truck movements shown thus: STATE or anew"
— --w -4- — — — — — — — T4 ENT OF TRANS
— — — — — — — — — — — — — — e- DEPARTMENT TRANSPORTATION
-Wb*ro trucks we entering and I*ovmq $he work area USW STATE HIG~Y DIVISION
Toper— F Toper 0 ONE LANE CLOSURE' STANDARD
3wt 3w! 24VI Wqrk Arco 20001, 5wt *Extend 26"treffir, canes 1000 from the end of the Work area 010011
the pointed ns Is^@ $a form a truck occel*mfion lone TEMPORARY PROTECTION
Io
6-Troffic cones on 50-maximufn centers *Where trucks ore permitted to cross the medion.e 'ONE LANE S DIRECTION OF TRAFFIC
END
CLOSURE'(leff Ions). will be required tw *och direction Of traffic. SHOULDER a ONE-LANE CLOSURES,
*I* grgoo where the median is 9'�O"or less use sign sexes shown is,
v=MICA OVERLAY OR WORK AREAS.
pas twMis.
< i;0x24 *The 0 K PREi TO 51 W 0 sign Vv-I tw used a* im con�incfiw with the JANUARY. 1990
a) 4wa 36 X a-36 sign,34 AHEAD REVISIONS
(As 2-LANE, 2-WAY ROADWAY When reowmq the metal medson berrter, e left lone closers will be reqvired AT DIESCRI T10111 E;V
far am direction of traffic and 0 shoulder closure for *4 011114N. APR� IFLAG�W 04411010GAV,
SHOULDER /ONE LANE CLOSURE AV 1000 "1119101AL NOTES 014VISIED &M STATE Nsowaw 4 IEN
C, DRG.NOL 2222Q1Paul NO"6 ova AV
ST 0.PN PERMIT NO . 431 -91
olltlipw
7
T � ' I � 1 1 � I I 1 � I I I i 1 I I I � I 111 111111 itrlrtl iti � rlr rrr � Ilr TIII �I � rlll � li �IIi �Tr r1r � rli,� , ..- � � - . � , �
2 3 4 56
7 6 9 10
NOTE : IF THIS MICROFILMED
DRAWING IS LESS CLEAR THAN
THIS NOT I-C&—t' IT IS OW TO
-QUALITY OF THE ORIGINAL
I .-
DRAW ING.
E 8z ez zz 9z Sz vz Ez zz 1z 0z 61 91 Ll 91 91 fP I I 1 01 6 9 1 9 IP E z Isura
,�''� �l1llll�Ir���I��I��rrr�IrrrrltHtlt�l ,lrr�lit1 1# Nrflfilr�ll���t�tt�iilt�1111�1l11� 111 6°� ft1111tllrpuulltil�llllh11111IIr111JIMIrl�ulllrl�lrru�Irlllr111� Lt �I 1
WWI
MARCH 30
. 1992
Raw-0
FILE NO. y3(-(?/
GREENBURG RD. - 11455 STR. OPN. PERMIT
i
CITY OF TIGARD
OTI'NDMURE IUXQ( F 3 I
`Ibii. form is a wlti-use form. Appropriate receipts must be attached. DocLnnentation
us inport-ant for 311 purposes. Staple documentation to form.
'. IMOR NO.. —_ DATE: c o — `7 I
PAYABLE TO: �'1r, .J c 1 N vL u'), a v� r JL�I'ID BY: /
_ \4°15 S 'W, Cir eye v\ urCk
Approved request due Wednesday
30:00 AM to A/P for checks by
Friday.
MISCELLAMOUS EXPENDMURM:
Date Description, Invoice No., etc. Account No. Amount
t R $.I o -ZZobU 3n
A 'A%N(X
43 -91 �recpt
7--
TOM
LI
Mileage $0.255 —�.�--
APPROPRIATION BALANCE: _ AS OF: SICMIURE:
(L4) to X25.00) Section Winager —�� Purch. Agent
($25.01-2,500.00) Division Manager
($2,500.01-7,500.00) Dept. Bead _ A
($7,500.01-15,000.00)
($15,000. 01- ?) Lx-,i1 Contract Review F3ozrd
�/1501F
FOR AWl
DATE-- TIPAE-P-M-
M
OF
PHONE_.
AO" MumEXTOOMM
-TBB*Iam
CAWToomYOU WILL*LAOM
WAN"IDBOYOU
AETURMYOUR GALL WOKATTIN"
MESSAGE
SIGNEDL
wk. UT140-4 USA
TOPE-
IV FORM 3002S
APPLICgTION -. STREET IM, �"-MENT/EXCAVATION + COPY TO:
ILE
ORDINA, - E NO 74-14 (WHITE)• -IN
(YELLOW)•INSP.
(INSTRUCTIONS ON SEPARA'E SHEET) (PINK)-OTHER AQENCV—bl dg(BLUE)
�j (BLUE)-APPLICANT
APPROVED Kj APPLICATION NO. 4 (a
NOT APPROVED ❑ CITY ()[ IIGARD, ORI',(iON FEE AMT.. s..._._.1 7-0n _-_--
PENDING FEE. PMT. ❑ CIIY IIALL RECEIPT 7-15320
PENDING SECURITY ❑ PUBOC WORKS DEPARTMENT BYE.--=- _ DATEq�--
PENDING AGENCY "OK" ❑ Application and Progress Re,ord MAINTENANCE BOND 1►_ __-
PENDING INFORMATION El FOR STREET IMPROVEMENT/EXCAVATION AS REQUI REO
ANNUAL
PENDING VARIANCE EXPIRATION DATE:
—
PERMIT NO. 4 z 1 `� DATE ISSUED - -7 i 1 7- 1 91. BY ---
(1) APPLICATION 15 :-IEREBY MADE TO EXCAVATE FOR AND® M!- Tap existing- manhole
AS DESCRIBED HEREIN. IN FULL ACCORDANCE WITH CITY REQUIREMENTS
114413
APPLICANT _ John Drennan _ SW_G_ree__nburg Rd. Tigard, OR 97223 # 639-5792
-- - --- - -
NAME ADDRESS CITY PHONE
CONTRACTOR Eudaly Bros. Const. 6920 NE 42nd Ave. Portland, OR 97218 # 288-7469
NAME ADORES! CITY PHQNE
PLANS BY__- lir City Standards/Specifications
NAME ADDRESS -- - --
- --- ---CITY ----TSH—OA-E
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _300.00
DOLLAR!
(2) EXCAVATION DATA: rOp OFFICE USE MIN.
0.04 x s --.3.00.00---- = s __12.00--
STREET DESCRIPTION PROGRESS & INSPECTION_STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REh1ARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY
STREET r
_ OPENED
CXR see ttach — -- INSPEC-
R TION
Q
LI —
ESTIMATED STREET OPENING DATE: E[ / S
ESTIMATED STREET CLOSING DATE: / E �-
-. D
STREET
(3) SECURITY NO. —_.. ___- ____ SECURITY AMT.: s_.300.00 CLOSED
SURETY CO.: __ FINAL. -
XKKYJX)M CHEC� ^ CASH ❑ MOND INSPEC. _
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL -- SPECIAL PROVISIONS / CONDITIONS
FEATURES: EXCAVATION LOCATION AND EXTENT.
,L. Notify, Carl Viewer, C__ itv
I N I 1 Inspector (#639-4171) 24 hrs.
1 I I I prior to starting_ work..
1 I ' I 2. A1.1 work shall conform to City
Standards & Specifications.
GREEN3URG ROAD 3,.ORq757.541-.571 applies.
-- Utility orelocatiQn, -etc.
4. Traffic control to be provided
for by the contractor (see
fi I e attached).
' � g.W• lv� d'ni I ------__--- — ------- ------
enbUrg Rr3. �-. I -------
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 REQIJIRED 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
1
APPLICANTS SIGNATURE Ia�'-
D A T E 2
CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. 15320
CHECK AMOUNT 31 c:. 00
NAME DRENNAN, JOHN W. CASH AMOUNT 0. 00
ADDRESS 11495 SW GREENBURG ROAD PAYMENT' DATE
SUBDIVISION
TfGARD, OR 97223 11455 SW GREENBURG
P'URP'OSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
.......... _
PUBLIC IMPROV 431-91 12. 00 CUSTOMER DEPO 300. 00
TOTAL AMOUNT IDA I D - - - -> -112. 00
2A-22/1290
JOHN W. DRENNAN BRANCH 1N 3040
6n-5792
11495 SW GREENBURG ROAD
T IGARD, OREGON 97279 2 12-
Q�
PAY TO TH
ORDER OFE _�.� 7 O
�Ll2epInZ� Wff L Y.E_ __Dau►RS
U.S, BANK
HIND CITY/RANCH
V.O.•OK 630108 TIGARD,OR 97tt3
UNITED STATES NATIONAL SANK OF Or1EOON
MR C iLo� O�w-r - �i� l�.. LrK — 1 41
4.
1: 12 3000 2 201: 146 080 3 4 388• 304
MASK
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A1640A•r1LR�-� _.-.�
MANHOLE TO CCNFORM
WITH ASTM C-178 /14144 -S/;^20 GX�¢G,
NOTE:
THIS TYPE OF MANHOLE SHALL
r' BE USED ONLY FOR PIPE SIZE
OF 24" OR LES$.
LOCATE MANHOLE COVER \
a FRAME OVER LEDGE OF
AT LEAST 12" IN WIDTH
I I
X
STEPS
MAIN SEWER LINE
� I
CAST IRON COVER MATCH FINISHED GRADE OF STREET
A FRAME
(SN Standard Plan )a-
SET FRAME IN MAXIUM 27"FROM FIRST STEP TO TOP
NON-SHRINKING _ OF CASTING
GROUT ECCENTRIC MANHOLE TOP.
STANDARD 48 MANHOLE
RISER PREFORMED PLASTIC GASKET
48 j
FOR PI PE
= 24" OR LESSCOMPACTED
s 60•
o FOR PIPE — i—`- :�'• CRUSHED ROCK
r •� .I
n 2T OR LARGER ---^ �_ •1 �' /l/4G4u (3n�.A11 Q/4L
12"MAX. FOR COW,PPE , I'/FT
�� •'� ,��UNDISTURBED EARTH
••11.y.•• ••' .fit �. �/
'INSIDt P _4 ' .: ••': :' "+ SET IN FRESH
C DRO ; � f' •- '•�'•�4�
c� o • - o o _ CONCRETE b
MAXIMUM 2 0• 5 d �'
. - L GROut.
VERTICAL DISTANCE, -_ _ s'Cr 12" LAYER Cpli1`ACTFp
INVERT TO INVERT MIK BASE NATIE 1AL(3//•-0)
STANDARD MANHOLE Uf
Dwq No. 010 UnlfW 9 Arnge Agoncy
--- - --_ --- - --- - Y.�
MIN. 3" AC IN 2 LIFT5
aAw cut ' --
STREET AREAS I OUT OF STREET AREAS
EXISTING I
SECTION ,
RESURFACING � / � •
V OF a/.4..._o.._�. t 1
_' °• ' CLASS A
• / BACKFILL
o v �
• v
CLASS B - z
3/4!-0 GRANULARQ
BACKFILL o a• • ' 0.
. o• V ' ♦� _
boll
- p • 1 C - w
03
2 ■ sflo4� 0 ,, ) a
•O .
'o - Q
0. Q�N •o •
_ o 'a D
90
'e
W4 o '• o b
Co . 0 •" ' u
PIPE BASS
BACKFILL IN STREET AREAS
L IFS/W IS AGAINST CURB, FILL ROC,t TO
BACK OF 31W
2.IF S/W IS NOT AGAINST CURB, FILL ROCK
2'B.ACK FROM CURB
PIPE BEDDING ANDCITYOFT1�i4R� BACKFILL DETAILS
i
/ OREGON °EGA f5y APw�EO BY DQAWN by
_ Rb
"C111_E [SATE Df21U.11NG NO.
NTS
TRAFFIC CONTROL
GENERAL REQUIREMENTS
1. Traffic control shall be provided for, as illustrated, at all
time during work prosecution. No work shall be permitted
durinq 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 In p ace
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 work. Advance warning of imminent
traffic disruption shall be 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 (1 639-4171) .
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.
S . 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 the contractor of responsibility.
d;/n-tcgr.JH