13240 SW HILL COURT-1 1
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ENGINEERING PERMIT DATE ISSUED: 11/19/96 By: -=-----' --W_-
PERMIT # . . . . . . . ENG96-0065
PRIM. PERMIT # • : ENG96-0065 PARCEL 2S102DB-01300
SITE ADDRESS. . . : 13240 SW HILL CT ZONING:R-4 . 5
SUBDIVISION. . . . : BURNHAM PARK
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : 7
- - -- ----- - ----------------------------- ---------- ---- ----- -------- -- ----------------
rr.F.RMIT TYPE. . : SOP PUBLIC IMPRV QUANT. (LIN FT) VALUE
AGREEMENT DATE: / / GRAD/EROS -***- $
ASSURANCE EXPIRATION--- S'T'REET _ " $ r
-- "
PERFORMr.NCE: / / SAN SEvi $_ _
MAINTENANCE: / / STM SEW " $
PATHWAYS $
ALL OTHER -***- $
a
TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $
Remarks : STREET OPENING, TO INSTALL A RAIN DRAIN LINE TO THE CURB GUTTER. °
t;
Permittee : ----------- --- -- FEES ----- ----- -- --- -
SCHOLLS FARM & NURSEFY, INC. type amount by date rerpt
22214 SCHOLLS-SHEF.WOOO RD. OPEN $ 6 . 00 B 11/19/96 96-286702
MISD $ 150 . 00 B 11/19/96 96-286702
SHERWOOD OR 97140
Phone # : 628-2218
Engineer:
$ 156 . 00 TOTAL
1
Phone # .
- - --- - REQUIRED INSPEC'.,:'IONS - ---- - --
Permittee/Agent Si natur - -STORM SEWER- - - ----STREET-- -
( a -- M.H. & C.B . CRB LINE & GRADE
PIPE LN & GRD SUBGRADE
V BCKFLL & CMPCT BASE ROCK
{
AIR & TV TEST LEVEL COURSE
City of Tigard, Oregon WEARING COURSE
13125 S.W. Hall Bl,,rd. -- -SAN. SEUIFR- -- TRAFF & PED CONT
P.O. Box 23397 M.H. & C.O. MONUMENTATION
Tigard, Oregon 97223 PIPE LN & 3RD STREETLIGHTING
Phone # : 639-4171 BCKFLL & CMPCT WALK/APRON/.RAMP
AIR & TV TEST
FOR INSPECTION, CONTACT: --- -GRAD:[NG-----
Letha Thomas #639-4171 (office) - -REPR' S/ADJ, S- - CONTOURS
#780-26x17 (mobile) DRAINAGE
-- --PATHWAYS---- EROSION CNTL.
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POP-
Page No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: ENG96-0065
SCHOLLS FARM 6 NURSERY, INC.
13240 SW HILL CT {�
11/18/96 I
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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.N.A.,
1988 Ed.
2) TRAP CONTRL- CONTR RESPON FOR -- Traffic control shall he provided for by the contractor in
'i 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
y4 provision of tioely notification of traffic flow disruptions to area wide Emergency Services
'r
(Tigard police Dept., Tualatin Fire 6 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 he cause far work stoppage
until effective access is established.
5) TRAP CONTRL - DEVICES IN PlaNCE -- Traffic control devices, flagpersons, etc., shall be in place
prior to initiation of construction work ani shall be effectively maintained.
6) TRAF/NOISE CONTROL - WORK HRS -- No work will be permitted during the hours ot darkness, nor
between 9:00 p.m. to 7:00 a.m. Monday through Fridav nor between 9:00 p.m. to 8:00 a.m. Saturday,
nor between 9:00 p.m. to 9:00 a.m. Sunday.
7) TRAP CONTRL - 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
F
requirements as may be necessary to effectively control traffic and to assure public safety.
9) INSP 24 HR NOTICE REQUIRED -- The permit holder or his contractor shall notify the City's in.,pector
(babba-ft wr1 (Paul Izatt) at #639-4171 twenty-four (24) hours prior to commencing work,
twenty-four (24) hours prior to any staged inspection and after completing work covered by the
permit..
10) PERMIT 6 PLAN REQ ON SITE -- A copy of the perms, and all attachments, and a copy of the approved
construction plan and all amendments shall be available at the work area. All work shall conform
to the pere,,it 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.
Changes to any of the aforsaid 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
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 at the work area. {
12) DEBRIS - W.TERIALS -- The spreading of mud or debris or storaue of materials or equiptment of any
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kind upon any ,,ublic roadway is strictly prohibited and violation shall be cause for immediate
cancelle'ion 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 re:qui•ed. Erosion control devices must be
4e: installed and maintained meeting D.E.Q. requirements. The City may at any time order corrective
")t a^tic and stoppage of work to accomplish effective erosion control.;
14) P.'EPAIRS - LIKE MATERIALS REQ - Property disturbed by construction activity shall be seeded with a
standard grass mix; shrubs, flowers, barkdust, existing signs, pavement markings, mailboxs, etc.,
shall be reestablished, reinstalled or replaced, with 1[ke kind and material.
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Page No. 2 CONDITIONS/CORRECTIONS FOR CASE NO.: ENO96-0065
SCHOLLS FARM & NURSERY, INC.
13240 SW HILL CT
11/18/96
15) DRAINAGE CONTRL REQ -- Effective drainage co,;trol is required. Drainage shall be controlled within ,
the work site and shall be so routed that adjacent p:ivate property, public property and the
receiving system is not adversely impacted. The Citl may at any time order corrective action and ,
stoppage of work to accomplish effective drainage control.
16) UTILITIES PRELOCATION REQ -- Excavators must comply with O.R.D. 757.541 through 757.571; excavators
shall notify all utility companies for line locates 72 hra (min.) prior to start of work. Damage to
utilities shall be corrected at the permit holders expense.
17) UTILITY LOCATIONAL CONFLICTS -- Contractor must verify all existing utilities for both vertical
elevation and horizontal location prior to start of work (pothole before digging if necessary).
Should cor. Bets arise and redesign or relocation of facilities be necessary, it shall be done at
the permit holders expense. Changes 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.
bees paving) shell be placed on trencha within roadways at the end of each days work. No trench,
on site or off site, shall be left at any time in an unsafe condi.ticn. The permit holder i.m
responcible for and is liable for hazards or damage resulting from the prosecution of the work.
19) REPAIRS REQ - INSPECTORS OPINION -- Work provided for under the permit shall include repair of
existirg facilities (roads, ditchs, etc.) as may be necessary, in the City Insp.,etors opinion, to
overcome deterioration or damage which occured in conjunction with the work authorized by the y
permit. Corrective work shall be done at the permit holders expense.
20) TESTS/REFT'S TO VALIDATE CLAIMS -- The City's I;spector 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 teste/reports shall be provided at the
permit ic,lders expense.
21) R.'.LEASS - WAIVER REQ -- The permit holder shall provide a copy of a properly executed Release &
waiver document to the City for each ownership disturbed by construction activity, as evidence of
" disturbance resolution and owner satisfaction.
22) MONUMENT PROTECTION REQ -- Existing monuments, property corners, and survey markers shall be
protected. Replacement shall be at the permit holders expense.
23) PROBLEM SOLVING - RESPON PARTY -- The permit holder shall provide to the City Inspector, in
writing, the names and 24 hr emergency telephone number of two (2) persons who have authority to
k resolve problems, take corrective action and, in general, will be responsible in case of an
emergency. The permit holder shall notify the City Inspector, in writing, of any/all aseignment v
changes.
24) CCNSTR SAFETY - RESPON PARTY -- The permit holder shall cause his contractor to provide to the City
Inspector, in writing, the name and 24 hr emergency telephone number of a deiigcated "Competent
Person" responsible for construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction,
Subdivision P - Excavations. The contractor shall notify the City Inspector of any/al, assignment
changes.
25) ESMT/RT OF ENTRY - RESPON -- It is the sole responsibility of the permit holder to provi.fe 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 of right-of-entry or
easements.
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'TRAVERSE EXPANSION JOINTS:
1. TO BE PROVIDED AT EACH P-!NT OF
TANGENCY. OF THE CURB be 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 SHAU_ BE AT
LEAST ONE FOURTH OF THE CROSS--
SECTIONAL AREA.
CONCRETE BREAKING STRENGTH.
1. TO BE 3000 P.S.I. AFTER 28 DAYS,
STANDARD CURB
RL ERENCE APPROVED BY DRAWN BY
CITY OF TIGARD WASK CO. CS-M (Moo.) CAB
OwG' SCALE DATE DWG. FOE
N.T.S. T-9-93 I DETAILS\CURB-STD.DWG
CURB JOINT
►- — -- 5' MIN. ---•-.. SEE NOTE 5 ROW
ROAD �. :,
COMPACTED SUBG2ADl=
•-2" OF 3/4'--0' BASEROCK
p
SIDEWALK ADJACENT TO CURB
- 5' MIN. ROW
—.-2% 6
ROAD
�` ,'• SEE NOTE 5
2" OF 3/4--0- BASEROCK
COMPACTED SUBGRADE
{
SIDEWALK AVolAY FROM CURB i
NOTES: -- i
1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, S SACK MIX, SLUMP RANGE
OF 1•-1/2" TO 3".
2. PANELS TO BE 5 FEET LONG.
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,
UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET.
4. FOR SIDEWkLK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEIN SHALL BE A TROs-NaED JOINT WITH A MIN. 1/2" RADIUS.
5. SIDEWALK SHAD_ HAVE A MNI;MUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.
OT-iERWISE SIDEWALK SHX1- HAVE A MINIMUM THICKNESS OF 4 INCHES.
6. DRAIN BLOCKO JTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER
PLASTIC PIPE � T 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER F'IF'E-
CONCRETE SIDEWALK
RF>EE"CE APPROVED BY DRAWN BY
CITY OF TIGARD WAS'. CO. CS-305 CAF,
'. MGM SCALE DATE DWG. FILE I
N.T.S_ 7-9-93 1.DFTAPS\CONC-SW.DW
f,•
30'-0' MAX, 10'-0" MIN.
EXISTING DRIVEWAY
VARIES WIDTH VARIES MATCH GRADE
(SEE TABLES) --
VARIES
MATCH WIDTH•` �
R/W UNE
EXPANSION
JOINTS i
'►! 'I CONTRACTION
JOINTS SIDEWALK B
CURB JOINTS-
-
CURB
AFACE OF CURB
5'-0' MIN. 5'--0' MIN.
15'-0" MAX. 15'-0" MAX. 13--0'
- ` PLAN
USE EXISTING EXPANSION JOINT
OR SAWCUT AND PLACE COLD 1-1/2" EXPOSURE-
JOINT.
j ELEVATION ,9-B
6"'-
W
STREET
OF COMPACTED 3/4"-0" AGGREGATE
NOTES SES ON A-A h
' 1. CONCRETE SHALL BE COMMERCIAL MIX.
2. CURB JOINT SHALL DE A TROWELED JOINT WITH A MINIMUM 1/2- RADIUS
ALONG BACK OF CURB.
I
3. EXPANSION JOINTS SHALL BE 2
1 " PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL, EXTENDIN , FROM FROM SUBGRADE TO FINISH GRADE.
RESIDENTIAL DRIVEWAY
REFERENCE APPROVED BY DRAWN BY
WASK CM DW20WMI-D ", CAB
CITY OF TIGARD
SCAI-E DATE U1VG FILE
���
N.T.S. 7-9-93 .!DETAtLS\R£SD-DW.DWr
„ .
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_GENERAL NOTES
1. TRAFFIC SIGNS TO BE 48" X 48" I
ROAD 00W>M" BLACK ON ORANGE.
100, 2. NO COLLECTOR STRFET LANE CLOSURES
MIN. f OR LOCAL STREET CLOSURES DURING
"HE FOLLOWING TIME PERIODS-
C. � 7:30 - 8:30 A.M.
.m-.
100• I 4:30 - 5:30 P.M.
MIN.
3. THE CITYS STANDARD SPECIFICATION
��A1f/10
FOR TRAFFIC CCNTRGL IS 'MANUAL
—j IRO-7A
ON UNIFORM TRAFFIC CONTROL
100
0 MIN. DEVICES FOR STREETS AND HIGHWAYS',
i V) MIN. U.S. DEPT. OF TRANSPORTATION.
0 FLAG I 1 FHUA, 1988 EDITION. F
ERj
Ll-
f� 100' T 4. ACTUAL SIGN PLACEMENT TO, BE
OMIN. , ■ T ADJUSTED IN FIELD. DO NOT REDUCE
z I ■ 50' MIN. BELOW MINIMUMS WITHOUT CITY
■- APPROVAL
MIN. P
■ - " 5. THE CITY RESERVES INF RIGHT TO ADD TO
I a OR MODIFY TRAFFIC CONTROL REQUIREMENTS
■ r f
■ 100 z AS MAY BE NECESSARY TO EFFECTIVELY
■ vI CONTROL TRAFTIC AND TO ENSURE PUBLIC
■ c� SAFETY.
CFlGER lz
Q 6. NO LANE CLOSURES WI THIN 200 FEET OF
100' A TRAFFIC SIGNAL WITHOUT PRIOR CITY
I MIN. o APPROVAL
z
I C, .
1 Ul&-7A
1001 1
I MIN. LEGEND
I
I 0 ut IA
I _ c:s'iO Q TRAFFIC SIGN
100'
MIN. 12 CONSTRUCTION ZONE
i 0 J. »omam TRAFFIC CONES OR
APPROPRIATE DELINEATION
DEVICE.
TRAFFIC CCNTRGL
I TYPICAL DETAIL
PnTF 4CF_ APPROVED BY DRAW BY
CITY OF TIGARD c" CAB
SCALE DATE DWG FILE
OREGON K T.S 7-9-93 ,k DET/MAFCLINT.DWC
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