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INSPECTION NOTICE
City of. Ti.nard L,.i_lding Dep%rtssent
13125 SM Hall Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Ph ne): i.39- 75 Bunineen Phone: 639-4171
Inspections_ j
Footing Plbg. nderslab Mech. Rough-in App Sdd k '
Found. Plbg. Top Out Gas Line FIIAL: I
Poet/Beam Struct. San. Se.4or Framing -Bldg.
Poet/Beam Mech. Rain Drain Insulation -Plumb. ,
Plbg. Underfloor Water Line .;yp. Bd. ch I
�� LCV /7 n r� lie` _ filaj6s�►.z'C�7aW1.�a<'
Date Requeuteds AM PM
Addresse_ Q /�
Builder: L D -7-7 7
THE FOLLOWING CORRECTIONS ARE REQ RED:
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Inspector: __.l}t 1t2��>—r._.. Date: j1 %( � �
APPROVED DIShPPROVED APPROVED SLBJSCT TO AEOVE
__Call For Reinep.
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INSPECTION NOTICE
City of Tigard Building Department
13125 SN Hall Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
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Inspections
Footing Plbg. Underolab Mech. Rough-in ,!ppr/Sdwlk \� !
Pound. Plbq. Top Out Can Line FINAL:
Foot/Beam Struct. San. Sewer Framing -Bldg. 5 I
i
Post/Beam Mech. Rain Drain Ine-ilation -Plumb. A
Plbg. Underfloor Water Line
IGyp. Bd. -M�h• '
Date Requested: ( �- - -� Z Ti,: -/ pM - _—PM
Address: �y ( A ND Permit t s �
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Builder: t'I U JS- -13-7 3 I
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THE FOLLOWING CORRECTIONS ARA REQUIREDs
t
Inspector s -
Date:'
APPROVED —_ DISAPPROVED APPROVED SUBJECT TTOABOVE
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^-Call Per Reinmp.
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kPPLICATION - STREET IMPROVEMENVEXCAVATION COPY TO: ,
ORDINANCE NO. 74-14 �, (WIIIOW
LFILE
(INSTRUCTIONS ON SEPARATE SHEET) (PINK) )•INSP.
(BL E))•APPLICANT AGENCybldg.
PPL CANTNCYb1dg.
AE
I APPROVED A APPLICATION NO.:
NOT APPROVEDCITY OF 'l IGARU, OREGON —
l� 5.00 FEC AMT.: E
PENDING FEE. PMT. ❑ CI I Y HALL RECEIPT NO.:
PENDIN- SECURITY ❑ PUBL IC WORKS DEPA R TMEN T BY _ _,_.___ DATE,
PENDING
PENDING AGENCY "UK" ❑ AP1llication and 1'rop,Tess Record — —
PENDING INFORMATION U MAINTENANCE UUND
FOR STREET IMPROVEMENT/EXCAVATIJN AS /aEQulNto
ANN UA I_
PENDING VARIaNCE ❑ EXPIRATION DATE:
?L"RMIT NO.: S Z3rq_L – DATE ISSUED: ... I _ 1 ��� 9_�- BY. _--- _—.,_-----.�.---- I
J 1APPLICATION IS HEREBY MADE 'TO EXCAVATE FOR AND 04i wa and Replace a 4' X 12.5'
Concrete Sidewalk Sec Liot] _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. �
APPLICANT Mr. Dort Crayford PO Wx 1167 MCI'li W i.l.l e, OR 97126 # 835-7373
NAME -- ADDRESS CITY PHONE--- - -
CONTRACTOR_ (Same)
NAMEADDRESS CIT-_---"_ '-------__-_ PHONE -
PLANS BY_ - Per City Standards/Specificatiotw
NAME ADORE : �_-�--' -- CITY –_"- - PHONE v�
ESTIMATED IMPROVEMENT TOTAL_ VALUATION t' COST): $ X'SSXW 125•0(3
DOLLARS
— —`--- FOR OFFIC � --_ LMIN,
—
(2) EXCAVATION DATA: 0.04 x s_ � �
STREET DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLE.1
TYPE LENGTH WIDTH DEPTH ITEM � QUANTITY ITEM DATE FEMARKS/TYPE BY
STREET
_ PEN D
Highland Dive (!3(_-e attachei) MAP
R TION
E
Q
ESTIMATED STREET OPENING DATE:_ / / E
S
ESTIMATED STREET CLOSING DATE: - / / T --
E
D
(3) SECURITY NO. --_ SECURITY AMT: $ 125.00 STREET
- CLOSED
SURETY CO.; __ FINAL —
_ CERTIFIED CHECK ii _ CASH O 60ND^ INSPEC.
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS
F'EATURFg; EXCAVATION LOCATION AND EXTENT. —ate 1. Notify t(IL•i[_w,?,.tor Letha lbomas
a �.
IWQ . K3
8 1L #-S �J. andards & a:x�cifications.
I ,-a ; Highland Drive I 1 ORS1 w
_ 4, mtss t
S.W. Highland Drive provided for by contractor.
Erosion control must be provided
for ZT contractor
I I I I H
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S) NOTE THF: 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 REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE YORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANT"f ACTIONS.
APPLICANTS SIGNATURE
DATE
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19
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11230 C1 — N p O ti `�-rTl
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11057
11225 —(�i11551 11125 �t�` 1001 !,ue7 110 5 r� �z
11210 11235 /� �Illre LTi o� z 1
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—' CUR8 JOINT
SEE NOTE 5
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ROAD � ��'^'• :.', _� i t
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�2" OF 3/4%0
' COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURB
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ROAD +_ 2
rSEE 'NOTE 5I
2" OF 3V4'-0 I
COMPACTED SU13GRAOE
SIDEWALK AWAY FROM CURB
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NOTES
I. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS , 6 SACK MIX , SLUMP RANGE
OF I L12" TO 3
2. PANELS TO 8E 3 FEET LONG
3. EXPANSION JOINTS TO BE PLACED AT SICSS OF DRIVEWAY APPROACHES ,
UTILIT r VAJLTS,WHEELCHAIR RAMPS, 9 AT SPACING NOT TO EXCEED 45 FT.
!
-3. FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. I/2"RADIUS.
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 BLOCKCUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC
PIPE AT 2 % SLOPE . CONTRACTION JOINT TO BE PLACED OVER PIPE.
IDWASHINGTON COUNTY
DEPARTMENT OF LAND USE CONCRETE SIDEWALK
AND TRANSPORTATION
DATE CIVIL ENGINEER DRAWN APWA NO. WASM. COUNTY NO.
16AM 64W NONE CS - 305
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FACE OF CURS DRAINAGE BLOCKOUT I
WIDTH OF STREET 3" I.D. PLASTIC PIPE
WITH COUPLING
I" R 6" �•-- 1/2• R
'l
0
ROAD 10
f '
.2M
2 ,
MAX.
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BASE COURSE •
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I• FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE r ..
CURB CS-300 SHALL BE USED. „'`,
2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P&L AFTER 28 DAYS.
EXPANSION JO!f+'fs.
A. TO BE PROVIDED ,
q 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 DRIVEWAYS . °•
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET ,
b. MATERIAL TO BE PRE - MOLDED,ASPHALT IMPREGNATED, NON—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 SHALL BE AT LEAST I I/.g INCHES .
4. BASE ROCK -2=O 003/4"�la , 95% COMPACTION. BASE ROCK SHALL BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER !S GREATER . 8
5. DRAINAGE SLOCKOUT - 3" DIA. PLASTIC PIPE . '
A. I.D. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE ACCESS THROYGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 16 EACH SIDE OF DRAIN Ilt REPOURED TO FULL DEPTH OF CURB.
f
,WASHINGTON COUNTY CURB NON - MOUNTABLE `
WDEPARTMENT Or LAND USE
AND TRANSPORTATIOTRANSPORTATIONFOR USE ON MEDIANS
DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO.
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l7 IZL.5 6.85 18 ( MOD.) CS- 301
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