13815 SW 115TH AVENUE-1 'S
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APPLICATION STREET IMPROVEMENT/EXCAVATION - 1 \ COPY TO:
J SMI WHITEW)-INSP.
FILE
ORDINANCE NO. 74-14
_ �+�J (YELLOWh
(INS1 RUCTIONS ON SEPARATE SHEET) ` �,1. ®((PINK)-OTHER AGENC,hiC
17C; (BLUE)-APPLICANT
APPROVED x APPLICATION NO.: 734 —
NOT APPROVED CITY Y O I IGA'LD, OREGON FEE AMT.: S - ALM
PENDING QEF. PMT. [] C:1'1'1' HALL RECEIPT NO.•
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BYt_�--�� DATE -I
- - - - - -
PENDING AGENCY ''OK'' ❑ Application and Progress Record MAINTENANCE BOND
PENDING INFORMATION ❑ FOR STREET IMPROV/CMENT,'EXCAVATION AS REQUIRED c'
ANNUAL ❑
PENDING VARIANCE EXPIRATION DATE: /
PERMIT NO.: �_.-..� -- DATE ISSUEC►: ._..__���0��..- BY: _ � ' ' C'n.t 1---
(1) APPLICATION IS HEREBY MADE..' TO EXCA1%AT'E FOR AND ChWAUX REPLACE A Ik;FF!PlITVF ►uUV. j�y____
A AP CEJ --_ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT 1HQIIBs VanCleave 138.15_ SW 115trl Ave. Tigard, OR 97223 62094693 _
NAME ADDRESS CITY PHONE
CONTRACTOr:_ Edge Concrete PO Box 231064 Tigard, OR 97223 _ _ 62_0-9678
NAME ADDRESS CITY PHONE
FL ANS BY -_ Per City Staodarda & Specifications
NAME ADDRESS CITY PHONE
ESTINIATF.D IMPROVEMENT TOTAL VALUATION ( COST): S _ 500.00 _
DOLLARS _ _
(2) EXCAVATION DATA: FOR OFFIc E: —� "MIN
_ 0.04 X S •29-- - s. 20.00
STREET 1DESCKIPTION _ PROGRESS & INSPECTION STATUS_
NAME SURFACE CUT C61" CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
` TYPE LENGTH WIDT.41 DEPTH ITEM & QUANTITY
STREET
_
_2EFD D
! 1`.,LII !\�ti.• ieu dttac w-., - SPEC-
E TION
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U —
E
ESTIMATED STREET OPENING DATE:_ S
ESTIMATED STREET CLOSING DATE: / E _
�� STREET
(3) SECURITY NO. -___— SECURITY AMT.: S — - CLOSED
SURETY CO.: _ _ FINAL
Gl1� 1l7?CHECK CASH ❑ SOND '' INSPEC. ��---_
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS:
FEATURES; EXCAVATION LOCATION AND EXTENT.
I ( I .yea attached -
CURB
S. . W 115th AVENUE — —
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I l a I SITE: 13815 SW
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__-+_------ ---=------�"�._ ISIS_-�:.. -- ----- ---<------>-'-�--�*-- -^------ ---__--_ .. ---_--�-- -. _ ..
(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 O" THE STATE OF OREGON.
THE APPLICANT AGREES TO DEPOSIT 'FHE 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
i
t
APPLICANTS SIGNATURE J✓ « r -i„ DATE
Special Conditions/Provisions:
1 . All work shall conform to City of Tigard, Oregon, Standards and Specifications.
.. Note tho attached Detail Drawings .
I
2. . Notify City Inspector Letha Thomas (#639-4171) 24 hours before starting any work.
3. Access-to and egress-from parcels of land adjacent to the work area shall be
maintained at all tlmeE:. Traffic and Pedestrlan safety shall be provided for by the
i contractor at all times.
4. Removal/replacement work and damage repair work shall berom tlY initiated and
P P
completed to the City'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 satisfacftll, at
permittee's expense,
5. Erosion control shall berovided for h the contractor.
P y o tractor.
6. ORS 557.541-571 applies (pro-notification for location of underground facilities,
etc.).
-7.
It is the sole responsibility of the permit holder to
provide for proper right-of-entry anti/or easements
prior to starting work . Proof of right-of-entry or.-
properly executed easements, shall be provided to the
City . The City shall in no way be construed to be
liable for the permit holders failure to obtain or
provide for proof of right-of-entry or easements .
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30'-0' MAX, 10'-0" MSN.
EXISTING DRIVEWAY
VARIES WIDTH VARIES
(SEE TABLES) _MATCH GRADE
VARIES
M A TC}i WIDTH
- R UNE
EXP AN 90N
JOINTS
1
B r CONTRACTION SIDEWALK
JOINTS
} CURB JOI H
L... CURB
A FACE OF CURB
5'-0' MIN. 5'-0' MIN.
L-O 15'-0' MAX 15'-0" MAX 3'-0"
PLAN
USE EXISTING EXPANSION JONT
OR SAWCUT AND PLACE COLD
JOINT. 1_1/2• EXPOSURE
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ELEVATION B-•B
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STREET
2' OF COMPACTED 3/4--0- AGGREGATE
NOTES SECTION A-'A
I1. CONCRETE SHALL BE COMMERCIAL MIX.
2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RAD:US
P ALONG BACK OF CURB.
I EXPANSION JO:NTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED
> VATERIAL OR EQUA,, EXTENDING FROM SUBGRADE TO FINISH GRADE.
J
W RESIDENTIAL DRIVEWAY
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REFERENCE APPROVED BY DfL1NN BY
CA•iY OF 17GARD WASH. cam. DW200PM1.DWC CAB
c, E DATE _DWQ FILE
N T 7-9-9J
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TRAVERSE EXPANSION JOINTS:
1. TO BE PROVIDED AT EACH POINT OF
TANGENCY-OF THE CURB do AT OTHER
LOCATIONS AS REQUIRED TO LIMIT TINE
SPACING TO A MAXIMUM OF 20 FT.
2. MA"I—L R14L TO BE PRF—MOLDED NON--
EXTRUC-ED MATERIAL WITH A MINIMUM
THICKNESS OF 1/2-.
TRAVF, SE CONTRACTION JOINTS:
1. SPACING TO BE NnT MORE THAN 10 FT.
2. DEPTH OF THE JOINT SHALL BE AT
LEAST ONE FOURTH OF THE CROSS—
SECTICNAL AREA,
CONCRETE BREAKING STRENGTH:
1. TO BE 3000 P,S.I. AFTER 28 DAYS.
STANDAR
D CURB
FMTET"CE %OPROVU 8Y �VM g~
CITY OF TIGARD WA-clt CO. CZ-301 (U00.) use
OREGt]N SCALE wTE owcE
KT; 7-9-93 -kDETAlS\CURS-STD-DNC
I CONSTRUCT 1/7 TO
3/4' RADIUS UP
CONSTRUCT DRIVEWAY APRON
MIN. SAWCUT AND APRON
VE RTI CAJ_ BREAK o--
, • p
,
EXISTING COMBINATION ' PLACE ADHESNE
CURB AND GUTTER JOINT IMMEDIATELY PRIOR TO
POURING NEW CONCRETE
—SEE NOTE 4
CURB AND '.LF rn R
CONSTRUCT 1/2- 10
3/4" RADIUS ' IP —�
MIN. 3' SAWCUT AND --,�
CONSTRUCT DRNEWAY APRON
'VERTICAL BRU,K
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ID
-I M
`-- EXISTING PLF,CE AC HESIVE ALONG
r;VEMENT SECTIOtJ JOINT IMMEDIATELY PR OR TO
POURING NEW CONCRETE
STANDARD CURB
NOTES:
1 . SAWCUT THROUGH CUTTER PLATE SHALL. BE MADE AS CLOSE
TO CURB FACE AS POSSIBLE.
2. COMPLETE: CURB AND GUTTEP SHALL NOT BE REMOVED UNLESS '
DIRECTED BY THE ENGINEER.
3. WHEN STRRMC:17 CURBS ARE REMOVED, A MINIMUS! OF 2 FEE,-
OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED
AND REP,ACED.
CL
cc 4. WHEN ENTRE GUTTER PLATE IS REMOVED THE EXISTING
N PAVEMEN i SHALL BE CUT BACK AND A C MONOLITHIC CONCRETE
BEN—H SHA;.L PE CONSTRUCTED WfTH THE NEW GLITTER TO PROVIDE
�— SUPPO',T UF'DER PAVEMENT. (SEE VALLEY GUTTER DETAILS).
J
w CURB KNOCKOUT
-�
R£FER£NCF FOR DRDRIVEWAYS _
APPROVM BY CRANN Y
CITY OF TI GAR D �PwA 21,
OREGON
SCALE DA fE 01� �
NTS 7-9-93 kC1�tAnS/C1RII-K0.DwC
�s
GENE RAL NOTES
d1. TRAFFIC SIGNS TO BE 48" Y. 48"
FKW=41Pf , T O I BLACK ON ORANGE.
1� I2. NO COLLECTOR STREET LANE CLOSURES
MIN. OR LOCAL STREET CLOSURES DURING
I THE FOLLOWING TIME PERIODS:
PJ At O
VVJ20-4 f 2 A" 7:30 - 8:30 A.M.
100' I 4:30 - 5:30 P.M.
MIN.
O 3. -HE CITYS STANDARD SPECIFI-AT10N
.ate IA
A.+uo I FOR TRAFFIC CONTROL IS "MANUAL
100' I ON UNIFORM TRAFFIC CONTROL
V) MIN. , DEVICES FOR STREETS AND HIGHWAYS,
U.S. DEPT. OF TRANSPORTATION,
LL-v FHUA, 1988 EDITION.
FLAG GT R
Q
� 100 , 4. ACTUAL SIGN PLACEMENT TO BE
C MIN. ■ 7' ADJUSTED IN FIELD, DO NOT REDUCE
z , ■ MIN. BELOW MINIMUMS WITHOUT CITY
12 •— APPROVAL.
MIN
I■ J 5. THE CITY RESERVES THE RIGHT TO ADD TO
■ . OR MODIFY Tr,`.FFIC CONTROL REQUIREMENTS
1�
I ■ 10 z AS MAY Et NECESSARY TO EFFECTIVELY
■ vi CONTROL TRAFFIC AND TO ENSURE PUBLIC
FLAGG>rR ■ Z SAFETY.
u-
Q 6. NO LANE CLOSURES WITHIN 200 FEET OF
100' A TRAFFIC SIGNAL WITTiOUT PRIOR CITY
MIN. APPROVAL.
_L
p RAO"AK.w
WZM-IA
100'
MIN. LEGEND
_ I O Moru�ANEM
ox" 0 TRAFFIC SIGN
loo,
LL MIN. ® CONSTRUCTION ZONE
u.
v~i O warmx" s TRAFFIC CONES OR
APPROPRIATE DELINEATION
DEVICE.
TRAFFIC CONTROL
DEVICE-
TYPICAL DETAIL
R1?T_ !:4E�_ APPROVED BY DRAWN BY
CITY OF TI GARD
GAA cAe
SCk-`- DATE DWG FILE
OREGON 7-9-93 t rIET/TRAFLQNT.DWG
CURB JOINT
-� 5- MIN. 7E NOTE 5 ROW
I
—..--
2%ROAD ;f -
CF -/4"-0' BASEROCK
a COMPACTED SUBGRADE
SIDEWALK
_ ADJACENT TO CURB
— 5' MIN. — RO%i
2%ROAD
SEE NOTE 5
"r-
rF 3/4"-0" BASEROCK
COMPACTED SUBGRADE -✓
SIDEWALK AWAY FROM CURB -
NOTES:
1. CONCRETE SHALL BE 3000 P.S.I. AFTER 26 DAYS, 6 SACK MIX, SLI, ,, ' RANGE
")F 1-1/2" TO 3".
2. PANELS TO BE 5 FEET SONG.
�. EXPANSION JOINTS TO BE PLACED AT SIDES CF DRIVEWAY APPROACHES,
UTILITY VAULTS, WHEFL.CHAIR RAMPS, be AT SPACING NOT TO EXCEED 45 FEET.
�. FCR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
C,'URB, TTAE JOINT BETWEEN THEM L�HALL BE A TROWELED JOINT WITH A MIN. 1/2' RA.OIUS.
SIDEWALK SHALL HAVE A NINI'AUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USM OR IF SIDEWALK IS INTENDED AS PORTICN OF DRIVEWAY.
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES.
6. DRAIN 6LO0KC'./T5 IN CURBS SHALL BE EXTENDED TO BACX OF SIDEWALK WITH 3" DIAMETER
-� PLASTIC PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE
LQ
CONCRETE SIDEWALK
RYUUNCE APPROAM BY DRAWN BY
CITY OF TIGARD WASK CCL X305 CAB
CKGO! SCALE DATE owc. nLE
N.T.S. 7-9-93 t0ETAILS\C0NC-5V.DK