11810 SW LYNN STREET-2 ADDRESS:
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APPLICATION - STREET IMPROVEMENT, EXCAVATION (� COPY TO:
(WHITE)•FILE
ORDINANCE NO. 74-14 �• /� (YELLOW)-INSP.
(PI IK).OTHER AGENCY—bldg
(INSTRUCTIONS ON SEPARATE SHEET) ( _ �• (BLUE)-APPLICANT
APPROVED APPLIC;ATION NU.: _ TAN, -----
NOT APPROVED (-] CI I ��' I ICrAItI), OREGONFEE AMT.: S 4•�
l PENDING FEF. PMT. ❑ CI IY IIAF �. RECEI'' I O.: q-z" 7. _S971-1
I _.
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT
BY — DATE—I'_ ( 7 I / U,
PENDING AGENCY "OK" ❑ Application and !'rogress Record MAINTENANCE BOND --
I PENDING INFORMATION L7 FOR STREET IMPROVEMENT/EXCAVATION �S REQUIRED ■
—M�—_ ANNUAL
PENDING VARIANCE E>\PIRATI ON DAT i�.__.__�____ i
PERMIT NO.: �- ___. DATE ISSUED: BY:
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL 12}l---IN _
---- -
___- AS DESC ?10t :: HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
' APPLICANT Bwbara J. Spencer ]l Lv-w St. Tigard, OR 97223 #24_6-•85W ext. 228 (wk
NAME ,._.DRLSS CITY .� PHONE
CONTRACTOR I Can Dig It (Georg liowel.l) -- _-- # 357 2759 --
NAME AD1)RE:- CITY mobile # 31d--Zd18
PLANS BY___' Lei' City Standard �I
s & Cif.icati(xIs 1
NAME ADDRESS C�//-�� MM CITU T PHONE
-N.W
ESTIMATED IMPROVEMENT 'IJ•/AL VALUATION ( COST): $
_ _
DOLLARS
FOR OFFICE USE: --- - =------- "MIN.
(2) EXCAVATION DATA: 0.04 x s = s..._. •00 _
STREET DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT' ,-UT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM ---&—QUANTITY
ATREET
4 Lip E
S.W. Lynn ,_ (a at.t.<tc ed R I ON
E
Q
ESTIMATED STREET OPF'NING DATE: / S _
ESTIMATED STREET CLOSING DATE:_--- ---/ --_ E, —
J
TR'..ET
i (3) SECURITY NO. -__. SECURITY AMT.: $ .._-`-0• CLJSED_
SURETY CO.: F'NAL
CHECK hCASH_ U BOND _.,ISPEC.I
I (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CCNDITIONS:
FEATURES; EXCAVATION LOCATION AND EXTENT.
L>�,_Ja1 Pcovisiona Attach-id
1 ( 1 I
! _>~ S. W. Lynn ---- - __—
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1
TlIwior
k area
: 118101 S.W. Lyt,n Sti.
(5) _ NOTE THE CITY OF TIGARD DOES NOT, HEREBY GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT OF WAY JURISDICTION IS THF.T OF WASHINGTON COUNTY nR THE STATE OF OREGUN.
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO CJMPLY WITH ALL. PERTINENT LAWS AND
cONS'TRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WO"K, kND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINS'• .ANY INJURY OR t)AMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE �— _-_ _..._ DATE
t
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Special Conditions/Provisions:
•
1. All work shall conform to City of Tigard, Oregon, Standara.3 and Specifications.
Note the attached Detail Drawings (Wa. Co. CS-305, C3-301) applicable hereto.
2. Notify City Inspector Letha Thomas (#639-4171) 24 hours before starting any work.
3. The attached Traffic Controi 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 safety shall L i provided for by the contractor
at all tames. •
4. Removal/replacement work,3nd damage repc.ir v,/ork sh%1I be promptly initiated and
completed to the City's sat sfaction. No work shall be considered complete until
it is accepted by the City Thp City reserves they right to cause testing and
certification of work or repair- to be performed, to the City's satisfaction, at
permittee's expense.
17
5. Erosion control shall be provided for by the contractor.
6. ()RS 757.541-571 applies (pre-notification for location of underground facilities,
etc.).
7. Sawcutting is required, of the curb/sidewalk. Removal and replacement to the
1 nearest joint may be raquired by the City Inspector.
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WASHINGTON COUNTY OREGON
SCALE 111- 1001
SEE MAP
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FACE OF CUP'h DRAINAGE 81-OC1'OUT
WIDT`I OF STREET 3" I.D. PLASTIC "IPE
WITH COUPLING
I" R --� 6" �I/2" R .
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ROAD iO • `�
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BASE COURSE
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L FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGEIVCY MOUNTABLE
CURB CS-300 SHALL BE USED.
2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3COO P.S.I. AFTER 28 DA',S.
a
EXPANSION JOINTS .
A. TO BE PROVIDED
1) AT EACH POINT OF TANGENCY OF THE CURB .
2) AT EACH COLD JOINT . "
3) AT EACH SIDE OF INLET STRUCTURES.
4) AT EACH END OF DRIVEWAY .
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET
B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON—EXTRUDING,
WITH A i HICKNESS OF 1/2 INCH.
3. CONTRACTION JOINTS
A. SPACING TO BE NOT MORE THAN 13 FEET .
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST IV INCHES .
4. BASE ROCK -2"-0 OR 3/4-0 , 95 % COMPACTION. BASE ROCK SHALL BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER .
5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE .
A. 1.D. PLASTIC PIPE WITH COUPLING.
R. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN & REPOURED TO FULL DEPTH OF CURB.
WASHINGTON COUNTY CURB NON - MOUNTABLE
DEPARTMENT OF LAND USE FOR USE ON MEDIANS
TRANSPORTATION
DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY NQ
/LI-7/.a(, .,... � (Z LS e.85 18 ( MOD.) CS- 301
92 -
a Ilow,
f.
R/W
5 MIN. I
CURB JOINT SEE NOTE 5 1
._ 2
ROAD
/ ! 1
/ 2" OF 3/4"-0
COMPACTED SUBGRADE ■
SIDEWALK ADJACENT TO CURB
R/W
q A
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5MIN.
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2
___--
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ROAD
rSEE NOTE 5
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2" OF 3/4'=0
COMPACTED SUBGRADE
SIDEWALK AWAY FROM CURB
NOTES
I. CONCRETE SHALL BE 3000 PSI, AT 28 DAYS , 6 SACK MIX SLUMP RANGE
OF I V'2 TO 3
2. PANELS TO BE 5 FEET LONG
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES ,
UTILITY VAULTS ,WHEELCHAIR RAMPS , ® AT SPACIN- NOT TO EXCEED 45 FT.
4. FOR SIDEWALKS ADJACENT TO THE CURB 8 POURED AT THE SAME TIMI= AS THE
j CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2"RADIUS.
R
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY .
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES .
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIA. PLASTIC
PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE,
WASHINGTON COUNTY WALK
DEPARTMENT OF LAND USE CONCRETE IDE
W 1A140 TRANSPORTATION
DATE CIVIL ENGINEER DRAWN APWA NO. WASt COUNTY NO.
NONE CS - 305
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TrzA�FIC C.01�1Tf;Ol.. 0.0 K mgATS
RUOI�CONSTRUCTk7N p
GENERAL NOTES I
1. TRAFFIC SIGNS TO BE 48" X 48"
ONE LANE p I BLACK ON ORANGE. *
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ROAD AWA 2, NO ROAD CLOSJRES. a
100'
p� FLACCER AHEAD p
rpr W20-7A •
100, '
3. THE CITY'S STANDARD SPECIFICATION
FOR TRAFFIC CONTROL IS "MANUAL
rLAccER I ON UNIFORM TRAFFIC CONTROL
100' I DEVICES FOR STREETS AND HIGHWAYS",
U.S. DEPT. OF TRANSPORTATION,
M"• m F.H.A., 1988 EDITION.
1 I I n sd
.lir m N�
°— 4. ACTUAL SIGN PLACEMENT TO BE
ADJUSTED IN FIELD, DO NOT REDUCE
1 o BELOW MINIMUMS WITHOUT CITY
4 I o APPROVAL.
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° THE CITY RESERVES THE RIGHT TO ADD TO
LAOCER OR MODIFY TRAFFIC CONTROL REQUIREMENTS
AS MAY BE NECESSARY TO EFFECTIVELY
CONTROL TRAFFIC AND TO ASSURE PUBLIC
Im
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p fLA00EP• MEAD
W2D-7A
LEGEND
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O ONE LANE O TRAFFIC SIGN
.. ROAD AHEAD �..
IDo'
"2DEO CONSTRUCTION ZONE
Vr+ TRAFFIC CONES OR
APPROPRIATE DELINEATION
O ROAD CONSTRUCTION r I �
t M1EAD DEVICE.
. h
TRAFFIC CONTROL .
TYPICAL DETAIL-
DESIGN BY APPROVED BY DRAWN BY s
CIT`r' OF TIGARD CAB
SCALE DATE DRAWING NO.
OREGON
N.T.S. 4-6-92
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