11775 SW 114TH PLACE .j
ADDRESS:
R75 . J14Tcc
i:\reoonislmicroflm\targetskbuilding.doc
CITY OF TIGARD BUILDING INSPECTION DIVISION
24-Hour Inspection Line: 639-4175 Business Phone: 639-4171 Q j
Date Requested- A.M. P.M. MST:
R ,�
Location: r /J ' BURTenNlt:_ Suite: Bldg: MEC
Contractor: Phone: / PLM:
Owner: — Z Phone: 47 3c,'—O 3 /�� ELC:_
-- ELI::
SIT:
BUILDING _BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE
Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm
Footing Roof UndFI/Slab Rough-In Ceiling Water Line
Slab Framing Top Out Gas Line Rough-In UG Sprinkler
Foundation Insulation Sewer Hood/Duct Reconnect Vault
Bsmt Damp Drywall Storm Furnace Temp Service MISC.
Mas,)rn Ceiling Rain Drain A/C UG Slab
rrM-4c'. Fire�'*Ir/Vm Crrw1/Fou,.1 Dr Heat frump Low Volt
Approve, - Approvvl Approved Approved Approved
Not Appioved Not Approved Not Approved Not ApptoNed Not Approved
FINAL FINAL FINAL FINAL FINAL
ti
m
J
Cl Call for reinspection Cl Reinspection fee of S requ'ir'ed before next inspection CI Unable to instwul
Inspector Date: -T� �] Page of__ _
CITY O TIGARD
ENG I NF_f:R I NCT PERMIT
DEVELOPMENT SERVICES PERMIT #. . . . . . . : EN097-0027
13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 PRIM. PERMIT #. . : ENG97- 001 _'7
DATE ISSUED: 06/03/137
S I TE: ADDRESI . . . : 11775 SW i J.,+ 1 H f-'11_ PARCEL: 1 S 134DC--0161711;
SUBD 10 I S I ON. . . . : 114TH PLACE ZONING:R--4. 5
BLOC:K. . . . . . . . . . . LOT. . . . . . . . . . . . ..9 JURISDICTION: TIG
PERMIT-TYPE. � SOP PUBLIC IVIPRV DUANT. (L.IN FT) VALL!F
AGREEMENT DATE- / / GRAD/EROS
ASSURf)NCE EXPIRATION— STREET
PERFORMANCE: / / STAN SEW
MAINTENANCE: / / STM SEW
PATHWAYS
ALL OTHER
TOTAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Remarks : STREET OPENING, REMOVE DEFECTIVE SIDEWALK AND APPROACH, iAD REPLACE.
�'pr m i t t a e e »_____.___..._...______-•_ FEES
,JOHN H. ZUBFR CONSTRUCTION type amaunk. by date r^ecpt
3G�25 5W BURNHAM ST. OPEN E 16. O0 TAT 06/03/97 '37-295429
T I GARD OR 97223 M I SD $ 4011. 00 TAT 1716 i O3/97 97-29542'.i
f h o n P #: 63,`3-•03'35 '"
r
4 rlgi.neet,t
$ 416. 00 TOT!1L_
d
i-lona #s
- ------ REQUIRED INSPECTIONS
---
! 'ermittPe/Agent S ' gn•.. lir ---STORM SEWER-•-
M. 1-1. & C. B. CRB LINE & ORAi)F
PIPE LN & GRD SUBGRADE
a ; -.,s u ed 1 y: BCKFLL R C:MPC i BASES ROCK
AIR & TV TEST LEVEL COURSE
N iity of Tigar , Oregon WEARING COURSE
1 :51.25 ':. W. Hall 131 vd. -- SAN. SE:Wf R-- - TRAF-F R PED CONT
f IGAPD, Ot-egon 17223 M. H. & C. O. MONUMENT ATICJkV
Phone #: 639-4171 PIPE LN &• GRD STREETLIGHTING
�= BCKFL_L & CMPCT WALK/APRON/RAMP
it
AIR R TV TEST
OR INSPECTION, CONTACT: ----GRADING------
L...etha Thomas #639--4171 (office) ---REPR' S/AD.T, S--• CONTOURS
#1780-2847 (mobile) DRAINAGE
E RIDS I ON CNTI..
r)EC I AL. COND I T`I ONS:
li
Fage No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: ENG97-0027
JOHN H. ZUBER C014STRUCTION
11775 SW 114TH PL
06/03/97
1) TRAP CONTRL- SPECIF (CITY) -- The City's standard specification for traffic control is "Manual on
Uniform Traffic Control Devices for Streets and Highways", U.S. Dept. of Transportation, F.H.A.,
1988 Ed.
2) TRAP CONTRL- CONTR RE.SPON FOR -- Traffic control shall be provided for by the contractor in
accordance with the City's standard specification and, also, in accordance with a City (job
specific) approved traffic control plan. A copy of the approved traffic control plan shall be
available at the work area.
3) TRAP CONTRL - ROAD CLOSURE -- Public roadway shall not be closed to traffic, at any time, without
having first obtained written approval from the City Engineer. The permit holder is responsible for
provision of timely notification of traffic flow disruptions to area wide Emergency Services
(Tigard Police Dept., Tualatin Fire i Rescue) and to Tri-Met and Tigard School District.
4) TRAP CONTRL - PRIV PROP ACCESS -- Access to existing properties shall be maintained at all times,
including normal delivery service and mail service and if not, shall be cause for work atuppage
until effective access is established.
5) TRAP CONTRL - DEVICES IN PLACE -- Traffic control devices, flagpersons, etc., Shall he in place
prior to initiation of construction work and shall be effectively maintained.
6) TRAF/NOISE CONTROL - WORK HAS -- No work will be permitted during the hours of darkness, ror
between 9:00 p.m. to 7:00 a.m. Monday through Friday nor between 9:00 p.m. to 8:00 a.m. Saturday,
nor between 9:00 p.m. to 9:00 a.m. Sunday.
71 TRAP CONTRI. - MIN LANE WIDTH -- Minimun travel lane width shall be twelve. (12) feet; pedestrian
travel shall also be provided for.
8) TRAP CONTRL - CITY CAN MODIFY -- The City reserves the right to add to or modify traffic control
requirements as may be necessary to effectively control traffic and to assure public safety.
9) INSP 24 HR NOTICE PECUIRED -- The permit holder or his contractor shale notify the City's inspector
(lsvftmft�) (Paul Izr.tt) at 0639-4171 twenty-four (24) hours prior to commencing work,
twenty-four 124) hours prior to any staged inspection and after completing work covered by the
permit.
10) PERMIT A PLAN REQ ON SITE -- A copy of the permit and all attachments, and a c.ipy of the approved
construction plan and all amendments shall be available at the work area. A 1 work shall conform
to the permit terms, conditions and provisions and to the City approved permit plans, and approved
plan amendments and to the City's Standards and Specifications and to these General Conditions.
d Changes to any of the afor-iaid must be approved by the City, in advance of work performance.
11) HAZARDS - CERT OF INS -- Maintenance of the work area and approach roads is the responcibility of
to the permit holder. The work area and approach roads shall be maintained in a clean condition, free
from obstructions and hazards. A copy of the permit holders Certificate of Insurance shall be
~ available aL the work area.
r�
,J," 12) DE, MATERIALS -- The spreading of mud or debris or storage of materials or equiptment of any
DO kind upon any public roadway is strictly prohibited and violation shall be cause for immediate
Liu cancellation of the permit. The City may at any time order immediate clean-up and stoppage of work
to accomplish cleanup.;
13) EROSION CONTRL REQ -- Effective erosion control is required. Erosion control devices must be
Installed and maintained meeting D.E.Q, requirements. The City may at any time order corrective
action and stoppage of work to accomplish effective erosion control.;
14) REPAIRS - LIKE MATERIALS REQ -- Property disturbed by construction acts ity uhall be seeded with a
standard grass mix; shrubs, flowers, barkdust, existing signs, pavemen,: markings, mailboxa, etc.,
shall be reestablished, reinstalled or replaced, with like kind and material.
Page No. 2 CONDITIONS/CORRECTIONS FOR CASE NO.: ENG97-0027
.JOHN H. ZUBER CONSTRUCTION
11775 SW 114TH PL
06/03/97
15) DRAINAGE CONTRL REQ -- Effective drainage control is required. Drainage shall be controlled wit),in
the wort site and shall be so routed that adjacent private property, public property and the
receiving system is not adversely impacted. The City may at any time order corrective action and
stoppage of work to accomplish effective drainage control.
16) UTILITIES PRELOCPTION REQ -- Exclivators must comply with O.R.S. 757.541 tnrough 757.5711 excavators
shall notify .11 utility companies for line locates 72 hrs (min.) prior to start of work. Damage to
utilities shall be corrected at the permit holders expense.
17) UTILITY LOCATIONAL CONFLICTS -- Contractor must ve.•ify all existing utilities for both vertical
elevation and horizontal location prior to start of work (pothole before digging if necessary).
Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at
the permit holders expense. Charges must be approved by the City in advance of work performance.
Contractor shall coordinate the work with affected utility agencies.
18) TRENCH - PATCH/SAFETY/LIABILITY -- A temporary hard-surface patch (Cold mix A.C. or Hot mix A.C.
base paving) shall be placed on trenchs within•, roadways at the and of each days work. No trench,
an site or off site, shall be left at any time in an unsa°e condition. The permit holder in
responcible for and is liable for hazards or damage restating from the prosecution of the work.
19) REPAIRS REQ - INSPECTORS OPINION -- Work provided for under the permit shall include repair of
existing facilities (roads, ditchs, etc.) as may be necessary, in the City Inspectors opinion, to
overcome deterioration or damage which occured in conjunction wil.h the work authorized by the
permit. Corrective work nhall be done at the permit holders expeiae.
20) TESTS/REPT'S TO VALIDATE CLAIMS -- The City's Inspector may, at their discretion, require provision
of tests and or reports from the permit holder, permit holders engineer or contractor to validate
claims of material or construction adequacy/compliance. Such tests/reports shall be provided %t the
permit holders expense.
21) RELEASE - WAIVER REQ -- The permit holder shall provide a copy of a properly exer-uted Release 6
Waiver document to the City for each ownership disturbed by construction activity, as evidence of
disturbance resolution and owner satisfaction.
22) MONUMENT PROTECTION REG -- Existing monuments, property corners, and survey markers shall be
protected. Replacement shall be at the permit holders expense.
231 PROBLEM SOLVING - RESPON PARTY -- The permit holder shall provide to the City Inspector, In
writing, the names and 24 hr emergency telep) -re number of two (2) persons who have auth-3rity to
resolve problems, take co%rective action and, general sill be responsible in case of an
d emergency. The permit holder shall notify the l Inspector, in writing, of any/all assignment
2 changes.
rn 24) PROBLEM fOLVING - RESPON PARTY -- The permit holder shall provide to the City Inspector, in
} writing, he names and 24 hr emergency telephone number of two (2) persons who have authority to
N
'-" resolve problems, take corrective action and, in general, will be responsible in case of an
J
emergency. The permit holder shall notify the City Inspector, in writing, of any/all assignment
changes.
CM
t`i 25) CONSTR SAFETY - RESPON PARTY -- The permit holder shall cause his contractor to provide to the City
_J
Inspector, in writing, the name and 24 hr emergency telephone number of a designated "Competent
Person" responsib)e for constructicn safety as per OR-OSHA, Chap. 437, Div. 3 Construction,
Subdivision P - Excavations. The contractor shall notify the City Iispector of any/all assignment
changes.
Page No. 3 CONDITIONS/COR.RECTIONS FOR CASE NO- ENG97-0027
JOHN H. ZUBER CONSTRUCTION
11775 SW 114TH PL
06/03/97
26) ESMT/RT OF ENTRY - RESPON -- It is the sole responsibility of the permit holder to provide for
proper right-of-entry and/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 if right-of-entry or
easements.
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-.\stropn.doc (dst)
30'-0" MAX_, 10'-0' MIN.
EXISTING DRIVEWAY
VARIES Wif TH VARIES MATCH GRADE
— (SEE TABLES)
VARIES
�+ MATCH WIDTH
A R/W UNE
EXPANSION ���
JOINTS
CONTRACTION SIDEWALK
JOINTS B
B_ CURB JOINTS
CURB
FACE OF 0JRB
5'-0' MIN. 5'-0' MIN.
3'-0" 15'-0' MAX. 15'-0' MAX. 3'-0'
PLAN
USE EXISTING EXPANSION JOINT
OR SAWCUT AND PLACE COLD 1-1/2` EXPOSURE
JOINT. _
ELEVATION B-B
s'
STREET ` :• " - �'
o.
2" OF COMPACTED 3/4'-0" AGGREGATE
NOTES �eB h A—A
=` 1. CONCRETE SHALL BE COMMERCIAL Mix.
r,
2. CURB JOINT SHALL BE A TROWELED JOINT WITH , MINIMUM 1/2- RADIUS
ALONG BACK OF CURB.
J 3. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL, EXTENDING FROM SUHGRADE TO FINISH GRADE.
co
u.i
J
RESIDENTIAL DRIVEWAY
REFFRENCF. APPROVED BY DRAWN BY
CITY OF WARD W��I. ca DwsrloPMI.UMVC CAB
_
SCALE DATE DWC_FILE
owGm H.T.S. 7-9-93 ,k DETAfLS\PESlD-DW.DWG
CURB JOII T
5' MIN. SE= NOTE 5 ROW
ROAD
!71
2-
a.
�� 2. OF 3/4--0- BASEROCK
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURB
— 5' MIN. ROW
6"
...— 2%
ROADANNIT:71I... . m
SEE NOTE 5
TT
3/4"-0" BASEROCK
COMPACTED SUBGRADE —
SIDEWALK AWAY FROM CURD
NOTES:
1. CONCRETE SHALL. 3E 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE
OF 1-112- TO 3'.
2.. PANELS TO BE 5 FEET LONG.
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,
UTIUTY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET.
4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS T}IE
CURB, THE JOINT BETWEEN THEM SHALL_ BE A TROWELFD JOINT WITH A MIN. 1/2' RADIUS.
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES L'" MOUNTABLE
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 'NCHES.
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER
PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE
CONCRETE SIDEWALK
REFERENCE APPROVED BY DRAWN BY
CAB
�lY OF TIGARD WASH. CO. Cs-3a
SCALE DATE DVYC_ F Lf
FN.T.S. 7-9-93 1 DETAILS\CONC-SW.DWG
3/4" R _._. 6" EDGE
6" 5 ---1" ��-- DRAINACE LILOCKOUT
3" I.D. PLASTIC
PIPE W/COUPLING
ICA "�• o
p ° 0 o °
V
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00
0
p
O p°
_- 9"
TRAVERSE EXPANSION JOINTS:
1. TO BE PROVIDED AT EACH POINT OF
TANGENCY-OF THE CURB & 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 BREAKING STRENGTH:
1. TO OF MIC !`.S.I. AFTER 28 DAYS.
STANDARD CURD
IYEFFRENCE APPROVED BY DRAW BY
CITY of_'ncARD � M CS-m `NOD' CAB
SCALE DATE DWQ FILE
OREGON N.T.S. 7-9-93 1 DETAILS\CURB-STD.DWG
CONSTRUCT 112- TO
3/4" RADIUS UP -
CONSTRUCT DRIVEWAY APRON
MIN. 3" SAWCUT AND
APRON
VE RTI CAL BREAK --� -- ----�- '-"
cy
-EXISTING COMBINATION ` PLACE ADHESIVE ALONG
CURB AND GUTTER JOINT IMMEDIATELY PRIOR TO
POURING NEW CONCRETE
SEE NOTE 4
CURB AND GUTTER
CONSTRUCT 1/2- TO
3/4" RADIUS UP —
__� CONSTRUCT DRIVEWAY APRON
MIN. T SAWCUT AND
VERTICAL BREAK
7.9
9 - . ;. .
al
rvau� _
EXiST1NG �— PLACE ADHESIVE ALONG
PAVEMENT SECTION JOINT IMMEDIATELY PRIOK TO
POURING NEW CONCRETE
_STANDARD CURB
NOTES:
1. SAWCUT THROUGH GUTTER PLATE: SHALL BE MADE AS CLOSE
TO CURB FACE AS POSSIBLE.
2. COMPULTE CURB AND GUTTER SHALL 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
,L AND REPLACED.
4. WHEI4 ENTIRE GUTTER PLATE IS REMOVED THE EXISTING.
,- PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE
BENCH SHALL BE CONSTRUCTED WTT`H THE NE-Al GUTTER TO PROVIDE
SUPPORT UNDER PAVEMENT. (SEE VALLEY GUTTER DETAILS).
CIO
�,
CURB KNOCKOUT
FOR DRIVEWAYS
_- REFERENCE APPROVED BY DRAYM BY
CITY OF TI CARD APWA 21 CAB
L SCALE DATE D1111191IIL.E
OREGON KT.s 7-9-93 DETAILS/ JRG-W wO
EXISTING PAVEMENT DIG OUT REPAIR — SAW CUT OR GRINDING
'AC/
vOOp oo�Qoil
O oOa00 0 0�00�0
000000 Y,19, ,�B o0 o c moo o AGGREGATE BASEROCK
o o0*a 00000 o0ao 000 o-
COMPACTED SUBGRADE
RESIDENTIAL LOCAL STREETS:
Co*-* AC - 6" ASPHALTIC CONCRETE,
AB -- 4" (1-1/2" - 0") AGGREGATE BASEROCK
I
OR
AC -- 8" ASPHALTIC CONCRETE"
MI COLLECTOR STREETS AND
COM CIAL/INDUSTRIAL LOCAL STREETS:
I
AC - 7 SPI
CONCRETE,
AB - 4" 1/2- -- 0") AGGREGATE BASEROCK
i
AC - 9" ASPHAL CONCRETE`
MAJOR COLLECTOR STRE'tTS:
AC - 9" ASPHALTIC CONCRETE,'-,,
AB - 4" (1-1/20 - 0") AGGRE,',Alk,BASEROCK
1
PAVEMENT DIG OUT REPAIR DETAIL.
RFFF,.FN(E APPROVED BY DRAWN BY
TY OF Ti GAR U AL
SCALE DATE DWG CAB
OREGON N.T.S. REVISED 5-26-94 J:DE'iAILS/bIG-(XIT.DWG
GENERAL NOTES
1. TRAFFIC SIGNS TO BE 48' X 48'
O BLACK ON ORANGE.
I 2. NO COLLECTOR STREET LANE CLOSURES
100, I OR LOCAL STREET CLOSURES DURING
MIN.
THE FOLLOWING TIME PERIODS:
O*20-4 t 7:30 — 8:30 A.M.
100• I 4:30 — 5:30 P.M.
MIN.
3. THE CITY'S STANDARD `:;PECIFlCATION
FOR TRAFFIC CO"TROL IS 'MANUAL
Mom,X1000 i ON UNIFORM ih. '7AC CONTROL
z MIN. DEVICES FOR STREETS AND HIGHWAYS'.
N , U.S. DEPT. OF TRANSPORTATION.
G FHUA, 1988 EDITION.
< I, `A-7 j
4. ACTUAL SIGN PLACEMENT TO BE
F 100'
MIN. ■ ADJUSTED IN FIELD. DO NOT REDUCE
Z I ■• 50' MIN. BELOW MINIMUMS WITHOUT CITY
n-0—1 APPROVAL.
12'
MIN.
I■ T - 5. THE CITY RESERVES THE RIGHT TO ADD TO
■ 100, < OR MODIFY TRAFFIC CONTROL REQUIREMENTS
• MIN. z AS MAY BE NECESSARY TO EFFECTIVELY
i ■ in CONTROL TRAFFIC AND TO ENSURE PUBUC
I ■ 0 SAFE fY.
F1J�GGER lz
6. NO LANE CLOSURES WITHIN 200 FEET OF
100' A TRAFFIC SIGNAL WITHOUT PRIOR CITY
MfN. APPROVAL
p =..Ao -L
I .00-��
'} .
MIN —
MIN. LEGEND
O cmtme
mwe Nam
W21)-4 TRAFFIC SIGN
R 100'
cn f MIN. ® CONSTRUCTION ZONE
O 1 ■ TRAFFIC CONES OR
APPROPRIATE DEUNEATION
w DEVICE.
w
f
TRAFFIC CONTROL
TYPICAL DETAIL
RETERENCE APPROVED eY DRAWN eir
CI TY OF TI GARD cm r"
St;ALE DATE DW FILE
OREGON KTs 7-9-93 aDET/mmmoNT-owc