11885 SW ANN STREET ADDRESS :
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APPLICATION -- STREET IMPROVEMENT/EXCAVATION % COPY TO:
• O� pQ (WHITE)-FILE
ORDINANCE NO. 74-14 (\ ® (YELLOW) INSP.
(INSTRUCTIONS ON SEI✓ARATE SHEET! (PINK)-OTHER AGENCY p1c�
(BLUE)-/APPLICANT ...�,�
APPROVED APPLICATION NO.:
NOT APPROVED [] CITY OF TIGARD, OREGON FEE AMT.: S 18'00 .._.
PENDING FEE. PMT, ❑ CITY HALL RECEIPT 53gU
PENDING SECURITY ElPUBLICWOrKSDEPARTMENT BY _ DATE—Ll0__L 11_L_. '
PENDING AGENCY "OK' ❑ Application arid Progress Recard MAINTENANCE BOND M -
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVA,rION A% REOUIRED L'
ANNUAL L7
PENDING VARIANCE U EXPIRATION DATE:
PERM!T NO.: $ _�, DATE ISSUED: _ �� 1 <�L.� 9Y:
!1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ _�`__..__�- __ - —GE,A 0__ONCRE.[— _
DRIVEWAY AE'RON AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMEN i S.
APPLICANT fty+m, _Schueler, Flynn, Irc. 71U NE 21st Ave Portland, OR 97232 235-7128_ _
- NAME ADDRESSCITY - - --- -_--- - PHUNE'—
CONTRACTOR -----— - ,--
NAME ADDREtSCITY PHONE
PLANS BY—Per City Ixurds 6 :ipecificatiom _
.ME A65R[f8 CI rY '- SHONE
ESTIMATED IMPROVL TOTAL VALUATION ( COST): 4 450>00
rOR OPFIC[ USE-. MIN._--
(2) �FXCAVATION DATA: 0.04 X s_
STREET DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURrACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMAF,KS/TYPE BY
TYPE LENGTH WIDTH DEPTH_ ITEM & QUANTITY
STREET _
_ OPENED
Ann Strt9('t (see at GI'led detais) 1NSP -
E TION
Q
U _..
ESTIMATED STREET OPENING DATE: LL S
ESTIMATED STREET CLOSING DATE: �_,L F --�
_ —---— —�-- _--- — D
ST RE:ET
(3) SECURITY NO. _ SECURITY AMT.: S 450.00 CLOSED
SURETY CO.: _ �/ FINAL
�� O �►�►�,vp clle.cK I' CASH Li DOND r INSPEC.
I4) PLOT :L.AN: INDICATE SITE PERTINENT'HYSICAL SPECIAL PROVISIONS/CONDITIONS
FEATURES; EXCAVATION LOCATION AND EXTENT.
1 1 I y2rEt 1.1885 SSW Ann St. I 1 ff I a" atI aches --_
work .arca
I
4. W. ANN STREET__ ---- —_
1
11
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15) NOTE '.HL CITY OF )AGARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WFiFRF
RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON.
THF APPLICANT AGREES TO DEPOSIT THE REQUIRFD SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONlz'RUCTION SPECIFICATIONS PER rINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESVLT FROM AFPLICANTS ACTIONS.
APPLICANTS SIGNATURE 2 _,_ _ DATE
Special Conditions/Provisions:
1. All work shall conform to City of Tigard, Oregon, Standards and Specifications.
Note the attached Detail Drawings Ma. Co. DW-200, CS-301,Tigard 71-
A-212) applicable hereto.
2. Notify City Inspector Letha Thomas(#63,9-4171)24 hours before starting any work.
3a. The attached Traffic Control General Requirements applicable hereto. Also,
access-to and egress-from parcels of land adjacent to the work area shall be
maintained at all times. Pedestrian saf ity shall be provided for by the contractor
at all times.
4. RemovaVrPpiacement work and damages repair work shall be promptly initiated and
completed to the City's satisfaction. No work shall be considered complete until
it is accepted by the Cit),. The City reserves the right to cause tes'.ing and
certification of work or repairs to be poiformed, to the City's satisfaction, at
perinittee's expense.
5. Erosion control shall be provided for by the contractor.
6. ORS 757.541-571 applies (pre-notification for location of underground facilities,
etc.',.
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"2 0 MAX_ - 0 MIN.
t' DRIVEWAY R/W LINE
r�lL 6
w_ CONTRACTION JOINT OPTIONAL
« SIDEWALK
> LOCATION
SIDEWALK �-- EXPANSION JOINT B
EXPANSION JOINT -<--/
/ CURB JOINT -
A--4 s
I51 I /
3`' ,. C O" MIN. -0" MAX. - 0" MIN. -0~MAX. 3`"0"
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SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB
PLAN
I-V2" EXPOSURE
USE EXISTING Z:XPANSION
r�
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ELEVATION a--B PLACE COLD JOINT.
SEE DWG. NO. CS-306.
STREET .
6r
COMP CTED ��A" 2" OF 3/4" MINUS
SECTION A-A
NOTES
I. CONCRETE SMALL HAVE A MINIMUM 13REtiKING STRENGTH OF 3000 PS.1.
AFTER 28 DAYS , 6 SACK MIX.
2. CURB JOINT SHALL HE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS
ALONG BACK( OF CURB.
3. EXPANSION JOINTS SHALL BE 1/2" PREMOLUED ASPHALT IMPREGNATED
MATERIAL OR EQUAL, EXTENDING FROM SUBGRAOE TO FINISHED GRADE .
4, SEE DWG. N4 CS-300 ANA Na CS-305.
WASHINGTON COUNTY
"DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY
AND TRANSPORTATION
DATE CIVIL E WEER DRAWN APWM NO. WASK COUNTY Na
�T R '��--�— a�+ 055 NONE DW—200
Sr .-
J
FACE OF CURB
WIDTH OF STREET DRAINAGE BLOCKOUT
3" I.D. PLASTIC PIPE i
WITH COUPLING
ROAD _ '°
—-r-.
4 4
MAX. LO
BASE COURSE
o �� •off
9.
I. FOR DESIGN SPEEDS GREATER THAN 44)MPH THE EMERGENCY MOU4TABLE
CURB CS—3( SHALL BE USED.
2 CONCRLTE TO HAVE A BREAKING STRENGTH OF 3000 PSL A TEn 28 DAYS.
EXPANSION JOINTS.
A. 10 BE PROVIDED ,
t) AT EACH POINT OF TANG1I'N^Y OF THE: C:RB .
2) AT EACH COLD JOINT.
3) AT EACH SIDE OF INLET ','ITRUI:TUI'cES.
4) AT EACH END OF DRIVEWAYS..
5) AT LOCATIONS NECESSAFY Tb LIMIT SPACING TO 45 FEET.
IL MATERIAL TO BE PRE- MOLDED,ASPHALT IMPREGNATED, NOM—EXTRUDING,
WITH A THICKNESS OF 1/2 INCH.
3. CONTRACTION JOINTS .
A. SPACING TO BE NOT MORE THAN 15 FEET .
B. THE DEPTH OF THE JOINT Sil" L. BE AT LEAST I k INCHES.
4. BASE RUCK -2t-0!OR3y4"--3"1., 95% COMPACTION. BASE ROCK SHALL BE M
SUBGRADE OF STREET STRUCTJRE OR 4" IN DEPTH, WHICHEVER tS GREATER .
5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPF_.
A. 1.D. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN IS REPOURED 71)FULL DEPTH OF CURB.
fth WASHINGTON COU
NTY CURB NON - MOUNTABLE
�� DEPARTMENT OF LAND
AND TRANSPORTATION LSE FOR USE ON MEDIANS
L�A CIVIL ENGINEER BRAWN A-WA NO. WASH. COUNTY Na
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TRAFFIC CONTROL
CENERAT, REQUIREMENTS
"Nang ,...i or, . - �'peC1ficatiun for traffic control is
CJ..i , elm Traffic Control Devices for Streets and
Highways",
U.S. Department of Transportation, F,:I,A•, 1988 Ed.
2 Tia'fic control shall be provided for as illustrated at all
tiT4e during work prosecution. No work shall be
i
d'A':ing the hours of darkness, nor between darkness tol:30„ �'� r a>
a .m. , nor 4 :30 p.m. to darkness.
3• Traffic control devices, fla
gpersons (etc.) shall be in place
Prior to initiation of construction work a
times, be e and shall
effectively maintained. � at all
4 - Tf;e roadway shall not be closed to througi. traffic. The
contractor shall. notify emergency services (fire
etc. ) , School District, Met _ olio
to initiation ofconstruction- work. hours Police,
(minimum) prior
imminent traffic disruption shall be provided Advance
o therning of
motoring public by placement of an advance noti general
at each end of the construction area 72 hours fihium) b sign
initiation of construction work, (minir,�umj before
S• The City Inspector shall be notified 24 hours prior to
initiation of work (# 639_4171) .
6• The work area shall be maintained in a clean condition, free
from obstructions and hazard3. Effective erosion control
measures shall be provided for.
7- A temporary hard--surface patch shall be placed on all trenches
within the roadway at the end If each days work,
8 • Minimum travel-Lane width
all be t-welve f1 ,„ feet;
Pedestrian travel shall also be
provided for
9 - The City reserves the right
activities during holidays and perion,., of high trafficrlevelsn
The City reserves the right to adl to or modif
requirements as may be necessary }' these
effectively control traffic and tc, a , ' ndeavor. to more
lotion shall not relieve the contracto, ofiresF nsibility.
I/engdocVsesters,%t cqr•est
ocIsrnucnx# T
1 I GENERAL. NOTES
„K I
a¢w -
1. TRAFFIC SICNS TO BE 48" X 48"
p0A0 A/('W p j BLACK ON ORANGE.
/D f
K_p_4
u f 2. 140 ROAD CLOSURES,
n.AC:rA AMEAD O I
W20-7A
3. THE CITY'S STANDARD SPECIFICATION
f1AGCER FOR TRAFFIC CONTROL IS "MANUAL
-
ON UNIFORM TRAFFIC CONTROL
I DEVICFS FOR STREETS AND HIGHWAYS",
100, U•S, DEPT. OF TRANSPORTATION,
■ " 7 F.N.A., 1988 EDITION.
10 1+rL
rw 4. ACTUAL SIGN PLACEMENT'TO BE
_ ADJUSTED IN FIELD. DO NOT REDUCE
I° BELOW MINIMUMS WITHOUT C11Y
o APPROVAL.
�■ 5• TETE CITY RESERVES THE R,'GHT TO ADD TO
I FlAccfa OR MODIFY TRAFFIC CONTROL REQUIRE'{ENTS
AS MAY BE NECESSARY TO EFFECTIVELY
My CONTROL TRAFFIC AND TO ASSURE P
I u'"• SAFETY. UBLIC
In Ao"N,t Ao
I
lo*' LEGEND
t
O ' "ILANI O TRAFFIC SIGN
I wto-4
® CONSTRUCTION ZONE
UK
I ° TRAFFIC CONES OR
1. o�ca,,,,,K,CT,�, APPROPRIATE DELINEATION
AHS DE\°CE.
-------------
TRAFFIC CONTROL
TYPICAL_ DETAIL
DESIGN BY APPROVEp BY
CITY OF TIGARD DRAW DY
OREGON sc4f I CAB
N.T.S. o�►� DRA Gw� NN o
4-6-92