11310 SW FAIRHAVEN STREET-1 !1�
ADDRESS:
Sia s w Fit i r ha a ee
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APPLICATION -- STREET IMPROVEMENVEXCAVATION Copy To:
( N (WHITE)-FILF
ORDINANCE NO. 74-14 \ (YELLOW)-INSP.
INSTRUCTIONS ON SEPARATE SHLET (PINK)-OTHER AGFNCYb1O�•
I 1 [[77 (BLUE)-APPLICANT
APPROVED I0 APPLICATION NO.: — `•tet0
NOT APPROVED ❑ CITY Y O1' 11GARD, OREGON REE AMT.: i
PENDING FEE.PMT. [_j
CITY HALL RECEIP 9 70.4 0
PENDING SECURITY ❑ PURL IC WORKS DEPARTMENT HY — ,. DATE` Y _.1 z1
PENDING AGENCY ''OK" ❑ Application and Progress Record MAINTENANCE BOND N—
PENDING INFORMATION U FOR STREET IP,4PROVEMENT/EXCAVATION AS RE G1U,RCD 0
ANNUAL 0..,
PENDING VARIANCE ❑ EXPIRATI N ATE:
PERMIT NO.: _ L DATE ISSUED: _
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _-�__-AN ADDICN hL VIM TO AN EXISTING
_DRIVEWAYAPP"CliAS,,gESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY (, ')UIREMENTS.
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APPLICANT 11 8 :51 fairhaV�t. T, Bard r OR_97223 639-'3583 _ ___
NAME -J-ADD EfS - f17v -----y-.� PHONE
CONTRACTOR_ Ja>oco Builders Serviaa 13585 SW Walntu St. T1gw,,d, OR 97223 524-6110a 769-2026
NAME _ AD R fC- CITY
Per Cit Standards � S iticatiiom -
PLANS BY �
NAME ADDRESS
11000.X10
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST):
(2) EXCAVATION DATA: _ 0.04_X_9V, . _ `�•00
STREET DESCRIPTIONPROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE By
TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
STREET ---
OPEN
Fairhaven S — aee alta! ed INSP C
_ R TIOM
F —
ESTIMATED STREET OPENING DATE: LST
ESTIMATED STREET CLOSING DATE: .._ E
^STREET
(3) SECURITY NO. _ SECURITY AMT.: $ 11000.00 . - CLOSED
SURETY CO,: -_ __ FINAL
1 CNECK� CASH 0 ■OND INSPEC. —
f.
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS J CONDITIONS:
FEATJRES; EXCAVATION LOCATION AND EXTENT.
I I I 1
NI See attached
S.W. FAIRHAVENi $iREEr
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SITES 11310 qw t'airtlav fit. I
(S) NOTE: THE CITY CF TIGARD DOES NOT. HEREBY, GRANT PERMISSION TG APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF-tNAY JURISDICTION IS THAT OF WASHINGTOI COUNTY OR THE STATE OF OREGON.
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PCITTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARh7LESS T14E CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACT!ONS.
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APPLICANTS SIGNATURE � "2LZ4DATE
Special Conditions/Provisions:
1. All work, shall conform to City of Tigard, Oregon, Standards and Specifications.
Note the attached Deiail Drawings.
2. , Notify City Inspector Letha Thomas (#639-4171)24 hours before starting any work.
3. Access-to and egress-from parcels of land adjacent io the work area shall be
maintained at all times. Traffic and Pedestrian safety shall be provided for by the
contractor at all times.
4. Removal/replacement work and damage repair work shall be promptly.initiated and
completed to the 01ity's satisfaction. No work shall be considered complete until
It is accepted by the City. The City reserves the right to cause testing and
certification of work or repairs to be performed, to the City's satisfaction, at
permittee's exp6nse.
5. Erosion control shall be provided for by the contractor.
6. Ml 757.541-571 applies (pre-notification for location of underground facilities,
etc.).
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10 ° I I 12 13 a �,F
30'-0- MAX, 10'-0- MIN.
j EXISTING DRIVEWAY
VARIES WIDTH VARIES
�— (SEE TABLES) MATCH GRADE
VARIES
MATCH WIDTH
A
ZFACE
_
EXPANSION
JOINTS—
to 8
JOINTS SIDEWALK
CURB JOIOF CURB
5'-0- MIN. 5'-0' MIN.
3-0- 15'-0- MAX 15'-0- MAX
USE EXISTING EXPANSION JOINT PLAN
OR JOINT. Wtr�T AND PLACE COLD 1-1/2- EXPOSURE
ELEVAIION
• s-
STREET
:♦ 1 _ `: J
2. OF COMPACTED 3/4--0- AGGREGATE
NOTES SECTION A—A
1. CONCRETE SHALL BE COMMERCIAL MIX. _
2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2- RADIUS
ALONG BACK OF CURB.
3. EXPANSION JOINTS SHALL BE 142- PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL., EXTENDIN FROM SUBGRADE TO FINISH GRADE.
RESIDENTIAL DRIVEWAY
RffERE>rm APPROV® BY mww BY
CITY OF TIGARD WAg► oo O�OOPYI.DMC G,,a
OREGON SCALE DATE DWC. RLE
7-9-93
4 DETAII„S\RE'gp-01r.DIrC
CONSTRUCT 1/7' TO
3/4' RADIUS UP
-CONSTRUCT DRIVEWAY APRON
MIN. 3" SAWCUT AND APRON
VERTICAL BREAK
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lrw— "
EXISTING COMBINATION PLACE ADHESIVE ALONG
CURB AND GUTTER ,JOINT IMMEDIATELY PRIOR TO
POURING NEW CONCRETE
SEE NOTE 4
CURB AND GUTTEIR
CONSTRUCT 1/2- YO
3/4' RADIUS UP
MIN. 3" SAW^UT AND CONSTRUCT DRIVEWAY APRON
1
VERTICAL BRE'AX
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EXISTING PLACE ADHESIVE ALONG
PAVEMENT SECTION JOINT IMMEDIATELY PRIOR TO
POURING NEW CONCRETE
STANDARD CURB
NOTES•
1. S,%WCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE
TO CURB FACE AS POSSIBLE
2. f oMPLETE CURB AND GUTTER SHAM NOT BE REMOVED UNLESS
DIRECTED BY THE ENGINEER.
3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET
OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED
AND REPLACED.
4. WHEN UMRE GUTTER PLATE IS REMOVED THE EXISTING
PAVEMENT SHALL BE CUT BACK AND A Ir MONOLITHIC CONCRETE
BENCH SHALL BE CONSTPUCTED WITH THE NEW GUTTER TO PROVIDE
1 SUPPORT UNDER PAVEMENT. (SEE VALLEY JTTER DETAILS).
CURB KNOCKOUT
FOR DRIVEWAYS
R1711"CE APPMW W MUM BY
I CITY OF TI GARD A"A Z" Cm
OREGON
SCALE DATE Dec, FLE
N.T.S. 7-9-99 ,k DETAI S/QA8-•1(OMM
3/4' R 60 EDGE
DRAINAGE BLOCKOUT
3' I.D. PLASTIC
— PIPE W/COUPLING
. 16'
0.0 • o c •• ' - .'
° 0 0
rz� 00 .
4 0 p°
i .
TRAVERSE EXPANSION JOINTS:
1. TO RE PROVIDED AT EACH POINT OF
TANGENCY.-OF THE CURB do AT OTHER
LOCATIONS AS REQUIRED TO LIMIT THE
SPACING TO A MAXIMUM OF 20 FT.
2. MATERIAL TO BE PRE—MOLDED NON—
EXTRUDED MATERIAL WITH A MINIMUM
THICKNESS OF 1/2•.
TRAVERSE CONTRACTION JOINTS:
1. SPACING TO BE NOT MORE THAN 10 FT.
2_ DEPTH OF THE JOINT SHALL BE AT
LEAST ONE FOURTH OF THE CROSS—
SECTIONAL AREA.
CONCRETE BF FAKING STRENGTH:
1. TO BE 3000 P.S.I. AFTER 28 DAYS,
STANDARD CURD
�cE x0powym BY MAW 9Y
lCITY of 71GARD "`�` M C-S-'°' `"°°., cm
scmi DATE oW. FU
OREGON KTS. 7-9-93 ,t0ETNS\MW-5lDJ=
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GENERAL NOTES
1. TRAFFIC SIGNS TO BE 48' X 48'
AW-MT O I BLACK ON ORANGE.
100' 2 NO COLLECTOR STREET LANE CLOSURES
MIN. I OR LOCAL STREET CLOSURES DURING
aw THE FOLLOWING TIME PERIODS.
ow imm fO
1(x* 7:30 — 8:30 A.M.
MIN.
4:30 — 5:30 P.M.
J .off�wuo 0 I I 3. THE CITY'S STANDARD SPECIFICATION
FOR TRAFFIC CONTROL IS 'MANUAL
100' I ON UNIFORM TRAF►-1C CONTROL
MIN. I DEVICES FOR STREETS AND HIGHWAYS`,
U U.S. DEPT. OF TRANSPORTATION,
FLAGGER FHUA, 1988 EDITION.
7 100' 4. ACTUAL SIGN P,ACEMENT TO BE
o MIN. I ■
Z ADJUSTED IN FIELD, DO NOT REDUCE
_■■ —5�0' MIM. BELOW MINIMUMS WITHOUT CITY
12' 1 APPROVAL
MIN. 1'
I■ 5. THE CITY RESERVES THE RIGHT TO ADD TO
■ 10� z OR MODIFY TRAFFIC CONTROL REQUIREMENTS
I ■■ MIN. I0 AS MAY BE NECESSARY TO EFFECTIVELY
CONTROL TRAFFIC AND TO ENSURE PUBLIC
FLAGGER ■ � SAFETY.
U.
6. NO LANE CLOSURES WITHIN 200 FEET OF
I
MN. A TRAFFIC SIGNAL WITHOUT PRIOR CITY
z APPROVAL
100'
I MIN. LEGEND
_ I am A"
1OD'` O TRAFFIC SIGN
I 100'
MIN. 19 CONSTRUCTION ZONE
1 01 ; ■
TRAFFIC CONES OR
APPROPRIATE DELINEATION
DEVICE.
TRAFFIC CONTROL
TYPICAL DETAIL
xmlwmmur MAYMmy
CITY OF TI GARD cm cm
OREGON scRE WE Mc FU
FITS 7-9-93
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