ROW2014-00039 CITY OF TIGARD RIGHT OF WAY PERMIT
COMMUNITY DEVELOPMENT Permit#: ROW2014-00039
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 05/14/2014
Parcel: SEG1217
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: Electric Lightwave, LLC
Project Description: Adjacent to 8950 SW Burnham Street. Beginning at the corner of SW Ash Ave and SW Burnham St
direction bore 210'SE per attached plan. Place(1)2" HDPE SDR11 6'FOC. Remove and replace 2 6 x6
sidewalk panel(if necessary)restoring to city standards. SEG 1217.
Owner: FEES
Description Date Amount
ROW Permit Fee 05/14/2014 $300.00
PHONE:
Contractor:
PHONE:
FAX:
Applicant:
CHRISTINE GANOUNG
1201 NE LLOYD BLVD ST 500
PORTLAND, OR 97232
PHONE: 360-606-9280
Total $300.00
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
Perm ittee/Applicant
Signature:
Apr
Issued By:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for ROW2014-00039
Tvoe: Condition Name: Status: Severity:
ROW 19-UTILITY LOCATIONAL CONFLICT Applied Notice
Contractor must verify 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. Changes must be approved by the City in advance of work performance.Contractor shall
coordinate the work with affected utility agencies.
ROW 20-TRENCH-PATCH/SAFETY/LBILITY Applied Notice
A temporary hard-surface patch(Cold mix A.C.or Hot mix A.C. base paving) shall be placed on trenches within roadways
at the end of each day's work. No trench, on site or off site,shall be left at any time in an unsafe condition. The permit
holder is responsible for and is liable for hazards or damage resulting from the work.
ROW 21-REPAIRS REQ-INSPTR OPINION Applied Notice
Work provided for under the permit shall include repair of existing facilities(roads,ditches, etc.)as may be necessary, in the
City Inspectors opinion,to overcome deterioration or damage which occurred in conjunction with the work authorized by the
permit. Corrective work shall be done at the permit holders expense.
ROW 22-AS-BUILT/ENGR CERTIF REQ Applied Notice
At the end of each year, or an a mutually agreeable yearly date, any entity making changes to its facilities in the public
right-of-way shall submit complete"as-built"drawings showing all new public improvements, including any revision made to
the previously approved construction plans and, also, any improvement which may impact an existing public system or
facility, shall be provided to the City by a registered civil engineer along with an engineers certification of installation
compliance(form attached).
ROW 23-DAILY INSP REPORTS REQ Applied Notice
The permit holders Engineer/Inspector shall submit daily inspection reports,on a weekly basis,to the City's Inspector. (see
Developer-Engineer Agreement note#5).
ROW 24-TESTS/REPTS TO VALIDT CLMS Applied Notice
The City's Inspector may, at their discretion, require provision of tests and or reports from the permit holder, permit holder's
engineer or contractor to validate claims of material or construction adequacy/compliance. Such tests/reports shall be
provided at the permit holder's expense.
ROW 25-RELEASE-WAIVER REQ Applied Notice
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.
ROW 26-MONUMENT PROTECTION REQ Applied Notice
Existing monuments, property corners,and survey markers shall be protected. Replacement shall be at the permit holders
expense.
ROW 27-PROB SOLVING-RESPON PARTY Applied Notice
The permit holder shall provide to the City Inspector, in writing,the names and 24-hour emergency telephone number of two
(2)persons who have authority to 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 assignment changes.
ROW 28-CONSTR SAFETY-RESPON PARTY Applied Notice
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 designated"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/all assignment
changes.
ROW 29-ESMT/RT OF ENTRY-RESPON Applied Notice
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 holder's failure to obtain or provide for proof of right-of-entry or easements.
ROW 01-CUSTOM CONDITION Applied Notice
<Custom Condition goes here>
ROW 02-PERMIT&PLAN REQ ON SITE Applied Notice
A copy of the permit 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 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. Changes to any of the aforesaid must be approved by the City, in advance of work performance.
ROW 03-TRAF CTRL-SPECIF(CITY) Applied Notice
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.
ROW 04-TRAF CTRL-CONTR RESPON FOR Applied Notice
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.
ROW 05-TRAF CTRL-ROAD CLOSURE Applied Notice
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&Rescue)and to Tri-Met and Tigard School District.
ROW 06-TRAF CTRL-ADVANCE WARNING Applied Notice
Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance
notification sign at each end of the construction area 72 hours(min.)before initiation of construction work.
ROW 07-TRAF CTRL-PRIV PROP ACCESS Applied Notice
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 stoppage until effective access is established.
ROW 08-TRAF CTRL-DEVICES IN PLACE Applied Notice
Traffic control devices,flagpersons,etc.,shall be in place prior to initiation of construction work and shall be effectively
maintained.
ROW 09-TRAF/NOISE CTRL-WORK HRS Applied Notice
No work will be permitted during the hours of darkness,nor 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.
ROW 10-TRAF CTRL-MIN LANE WIDTH Applied Notice
Minimum travel lane width shall be eleven(11)feet;pedestrian travel shall also be provided for
ROW 11-TRAF CTRL-CITY CAN MODIFY Applied Notice
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.
ROW 12-INSP 24 HR NOTICE REQUIRED Applied Notice
The permit holder or his contractor shall notify the City's inspector Kenny Fisher at 503-816-6146 or email at
kenny @tigard-or.gov,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.
ROW 13-HAZARDS-CERT OF INS Applied Notice
Maintenance of the work area and approach roads is the responsibility 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.
ROW 14-DEBRIS-MATERIALS Applied Notice
The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly
prohibited and violation shall be cause for immediate cancellation of the permit.The City may at any time order immediate
cleanup and stoppage of work to accomplish cleanup.
ROW 15-EROSION CTRL REQ Applied Notice
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.
ROW 16-REPAIRS-LIKE MATERIALS REQ Applied Notice
Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs,flowers, barkdust,existing
signs, pavement markings, mailboxes,etc., shall be reestablished, reinstalled or replaced,with like kind and material.
ROW 17-DRAINAGE CONTROL REQ Applied Notice
Effective drainage control is required. Drainage shall be controlled within the work 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.
ROW 18-UTILITIES PRELOCATION REQ Applied Notice
Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR
952-001-0010 through OAR 952-001-0080.Copies of the rules may be obtained from the Center by calling(503)232-1987.
If you have questions about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holders
expense.
• RECEIVED
APR 21 2014
City of Tigard CITY OF TTIIG�ARD
a ^y Application For Work In The Ri IiYTTFT d RING
. ,.� pP g �
T[ 4,0)- ROW Permit
Proper Address/Location(s): PfM0 .. P.x..trl`1 r n 5[ FOR STAFF USE ONLY
1 1!*-6r , 5E 12 I1 Right-of-Way,,, �'r
Case No.: 2014-
*Applicanit's Name: Llc-�:kf`1(., �t. j'1-bn..k31 ! Lam_ Application Accepted: ( 24 By:�t,/Ail
l"
120 t NI e Ll i7.�l P)1vd ;N1.-c ejcc Application Reviewed:T rz ie Piny;/--+
City/State: t' Application Fee Due:
[y/ C Gt(�k'{cwt lC� [J1r. Zip: r '�c PP ' I
Primary Contact: l'AIri`•s l'lt'.1 l"]/�Y\t)l.l es Applicant Notified:`1.22.1 Lf
- Phone.NpO') L 0 1p -r0i-`fib —Fa.
Fax:((e.12:��j1 SiZ1—� ', F4+—-Receipt No.: I !Q CU'
Email:4,I r s�Q,.Y\()LLY1C1 (l' rc 'l LLC i 4 Y�e-E REQUIRED SUBMITTAL
J (U INFORMATION
Contractor's Name: )Jt&CLa � LU f i lj l_{yVirr'1- l: f.i • Application form,completed and signed
CCB# I.tltprl4j Expiration: • Submit one(1)copy of scaled sketch of
the proposed work to be done
Address: I a -C$ 4 yPr, pot 11/4L• • Submit one(1)copy of traffic control
City/State: ./kAArDira. 02. Zip: q Cl..7J plan
Phonc:Q ))SAC1 -L3?- Fax: Professional Engineered Plans are required
Email: &.ir. 'it a■ r r . . a for:
• Street Widening
Plans By: F.1e04-n•C. l .:..0.1,f[_nve., LLe. • Subdivision Infrastructure
2 1 Z_)o\l Gi -t-N.),a c:- 1e. • Main utility line extension
Address: i ((.]]�'�>
City/State: ,i r .k-k k- la Zip: '"1 1 2,,- Deliver application to rowpermitil@tigard-or.gov or to f P' City of Tigard Planning/Engineering,13125 SW Hall
Phone: ` 00'1 LOc'(D-(Lx-f) Fax:(5C6 1463 132- 1-+ Blvd.Tigard,OR 97223.
Email: Rey.12/10/2013
I:\CURPL'I\Masters\Land the AppSanau\Rigbt•of-nay Pennit
- Application-does
Description of work: R-310.3 ihr,irj t t 4'he. Coo-nt'r 'r- $ J A''■k AVE Ore t:]' J 2-ILt'Ni+►2Wn 44-r
'w ` e • . . G t 'a .• / i -- P- 4' t . Lt
12C.lY cie. :' j Rel�lr-ke. 2. 4(L, `sv.1r leilk 1 vr..i�Ll fi fC'Clt'ruz1rt1 J ff"y*smti i i"CiAI
Estimated value of work(within the public right-of-way): $
Is work related to a LAND-USE DECISION? YES I I NO III
If so, please specify(MIL,SDR,SUB,etc.)case#:
Is the work related to a BUILDING PERMIT? YES n NO I I
If so, please specify(BUILDING PERMIT) #: lib Signature of Applicant/Permittee: ��yl 4� Date: "?"/��r f 1
hri stire.
7")
anott j Title: 04-...4) t - �//V� �..
Print Name: .. ,,J
City of Tigard I 13125 SW Hall Blvd.,Tigard,OR 97223 I 503-718-2464 I www.tigard-or.gov
NW PREFERRED CREDIT UNION
8950 SW BURNHAM ST
PROJECT # C16670.ENT.13.ND.12JM.SUC
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ISSUED FOR: CONSTRUCTION cg ELEgRK ID CONSULTING B/cs!
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DATE: 4/18/14 '``' '
INDEX LEGEND ABBREVIATIONS
SIH FF T Tly PAGE NUMBER _�� _X___ ® __ '�1 B Q ADO ABANDON OR ABANDONED Integra-.
COVER&OVERALL MAP TYPICAL 1 SERVING AREA BORDER EXISTING COMSAT FENCE LBE BURIED FIBER OPTCC METER GRATE HANDHOLE SPLICE JOINT TRENCH ADO ADDITIONAL
(VARIES) HANDHOLE ^ A5� ASPHALT LLOYppyP..A0
,9 0 0 -RI FO - ® AVE BEGIN INDEX,ABBREV.,MATERIAL TYPICAL 2 CENTERLINE CURB FENCE lDE AERIAL FIBER OPTIC SUIT S O In frm
&LEGEND ,..r, FIRE HYDRANT WATER BGN BLAC m ssmm
PERMITS,CONTACTS,& TYPICAL 3 PARCEL — — -- 4 VALE EXISTING TERMNINATION BN BLACK NU,
GENERAL NOTES EDGE OF PAVEMENT DITCH BARED ELECTRICAL q HA S SPUCE BLDG BUILDING
A O Y� LOCATION BLVD BOULEVARD
CONSTRUCTOR DRAWINGS 001 AERIAL FXBEJ! FOR -• I I I•I 1 I 1 I I -OW- MARKER �` BL BLUE
EDGE OF ROAD/DRIVE RAILROAD OVER HEAD POWER EXISTING ANCHOR SPLICE �� BR BROWN
AERIAL DROP FIBER — m MANHOLE ARROW SLACK COIL BOC BACK OF CURB uPeln„Msm a9 nunc.mr or.�.,•.
�� ac,o.u..m..aleaN.vA,wu.ea.,.,
SIDEWALK BURIED IETIP11O1E SIGN �� BORE BORE
UNDERGROUND DROP FIBER ® T (�) CULVERT POE COMM POLE IRAN MIISSION BRDG BRIDGE
R,W_ E ELECTRIC
RIGHT OF WAY WATER AERIAL LElEPHONE COVERAGE r�u .. CAB CABINET
H'y'WAVE,
PLACE IN EXISTING (VARIES) CD AERIAL ONE
SOT —PAL - ��5)— ® ) VAIVVE CABINET ARKER PEDESTAL
CO�NC �aCRETE CONSULTANTS l�
PROPERTY LINE SANITARY SERER BUILD CABLE TV
NEW TRENCH CONDUIT CT! O , N i ■ CONT CONTINUOUS
DB 'SICK STORM DRAIN AERAL CABLE TV ROW AERIAL ELECTRICAL CONST CONSTRUCTION CR CONSTRUCT ID CONSULTING DIRECTIONAL BORE MILE POST MARKER SEDUCE METER CABINET/SUB X-ING CROSSING Bice
CULV CULVERT `
CONSTRUCTION UNITS SCOPE OF WORK OF DEAD FIBER SS3,Y OLLNAOO°Sr
_11:11 1111 1111..
NW INTECRA WILL PUCE(I) 2-INCH CONDUIT FROM 5w BURNHAM STREET. O.E. DEAD END BDrse.n Mn.
AUX-EYE ADDITIONAL I-EVE CLAMP, UNDERGROUND TO TILE WEST SIDE OF THE EXISTING ATM WHERE INTEGRA DIA DIAMETER cFr x..a...m
ATTACHES TO EASING ANCHOR UNIT DESCRIPTION QUANTITY EA/FT DR DIRECTONAL ,1111 e•B.ae.1111
AXX-X POLE UNIT AF WILL PLACE A 17'%JO"NAND HOLE OVER THE EXISTING VACANT 2-INCH DOC DEPTH OF COVER
CONDUIT THAT CONTINUES TO THE COMMON DEMARCATION ROOM IN THE SAW da'A..a
E Facllty local..s...OM,
N BM61 LOCATOR MARKER/WARNING VI POST OU171.30:HOPE I EA DR EACH A nature ID CI.AIA So4tIon.LIE.1L not
a BM61(x'p LABOR TO PROVIDE A x'DIAMETER BUILDING. INTEGRA WILL TEN PLACE A 12-STRAND FIBER OPTIC CABLE EA EACH
„Y DIRECTIONAL BORE (I) 291 FT INTO THE BUILDING. ELEC ELECTRIC IN MN ecmnlabl.tor A.accuracy or W.
N 4172 REMOVE AND RESTORE 1 LINEAL FOOT (1)1'INNERDUCT 217 FT ECG EDGE OF GRAVEL M.lrnlatlm...10.1 H 0.m tra.e,q..
OF I ASPHALT EOP EDGE OF PAVEMENT
BM73 REMOVE AND RESTORE 1 UNEAL FOOT 12F-SIN-ARM B23 FT ENGINEER STAMP
r O.CONCRETE FOR EDGE OF ROAD
O COxxx OVERHEAD FIBER OPTIC CABLE 5/6",(13.GROUND ROD I EA EQUIP EQUIPMENT
N ASSEMBLY ON 1/4-ENS MESSENGER
EXIST. EXSTING
COXXX(5/16) OVERHEAD FIBER OP CABLE FOC FIBER OPTIC CABLE
TIC
a0 ASSEMBLY ON 5/16'ENS MESSENGER FP FLOWER POT
- COXXIBI OVERHEAD FIBER OPTIC CABLES(2 OR F/S FIELD SIDE OF POLE(VERIFY)
a MORE)ASSEMBLY ON ONE MESSENGER C GAS
COXXXE OVERHEAD FIBER OPTIC CABLE ON GREEN
OVER LASHED TO EXIST.MESSENGER ORAL GRAVEL
O' 00-1 SINGLE DEAD END GT GREY
V DD-1A SINGLE DEAD END ANGLE POLES H01 FUSION SPLICE
0.1 DO-2 DOUBLE DEAD END NUO SPLICE CASE
J DO-2A DOUBLE DEAD END ANGLE POLES
R FDA-3(9) FIBERGLASS EXTENSION ARM PROPOSED 0 9PMENT RMINATION �TIDK HWY HIGHWAY
0 FOBC POLE BAND CLAMP _ LN LANE
FOS SUPPORT BRACKET-3 BOLT CLAMP MD MICRO DUCT
I FOS-A SUPPORT BRACKET-3 BOLT CURVED MH MANHOLE
N FOS-C SUPPORT BRACKET-3 BOLT CLAMP f MIN MINIMUM
LLa MT GUY HOOK MISC MISCELLANEOUS
33
FOS-AG SUPPORT BRACKET-3 BOLT CURVED ' . MM MARKER
WITH L HOOK MP MILE POST
HAO(XXX) AERIAL.SPLICE CLOSURE IN.I -\
H01 FUSION SPLICE NOT TO SCALE• MUO(XXX) UC SPLICE CLOSURE&ORGANIZER OH OVERHEAD N M55-I MC SPAN STORAGE ASSEMBLY O PEI-2 DOWN GUY FOR I/A EHS STRAND OR ORANGE P OR• PEI-3 DOWN GUY FOR S/16'ENS STRANDPED PvR PEDESTAL
PEZ-2 I/A E115 OVERHEAD GUYd POA PORT d'ATTACHMENT
PE2-3 S/I6'EMS OVERHEAD GUTINTS
PP POWER PO.E
PEI-3 EXPANDING ANCHOR(6,000/) f
PF3-3 SCREW ANCHOR RATED AT 0.000LB5 -, I) PVMT PAVEMENT
O PFS-3 ROCK ANCHOR RATE REMOVE AND RESTORE
C R3-5 TREE TRIMMING UNIT
0 SEEK-(X) AERIAL SERVICE ENTRANCE FIBER RR ROAD LROAO 1 4'18110 CONSTRUCTION
SERF-(X)•• BURIED SERVICE ENTRANCE FIBER
.Y ...SUFFIX'I'.IN CONOIAT RAW RIGHT OF WAY A /1514 REVIEW
501-z SINGLE DEAD END WT z'RISER RA RUNNING LANE MARK DATE DESCRIPTION
LIDO UNDERGROUND OOCONDUIT
. i
SG SIGNAL
0 UHF() UNDDERGROUND D HANDHOLE FOR FIBER SD STORM DRAIN ISSUE:
M OPTIC SYSTEMS • SAL STREET LIGHT PROJECT NO:
o UOXXX UNDERGROUND FIBER OPTIC CABLE J S/5 STREET SIDE OF POLE(NIRFY)
W-(XX%X) MAKE-READY REARRANGEMENT OF I J 5/w SIDEWALK CAD DWG FILE:
O EQUIPMENT/HARDWARE 1 SPT SPLICE LOCATOR
a Xz-ABXX RE/MOVE/REPLACE UNIT DRAWN BY:
55 SANITARY SEWER
ST STREET CHECKED BY:
Z •PREFIX'N'.EXISTING POLE ATTACHMENT, STA STATION
▪ W/O.N•.NEW POLE ATTACHMENT; 51 SEWER
0 SUFFIX'C'.D•GUY,GROUND CONNECTION TYPE FOR UT UNDERGROUND DUCT
Ll I/A'ENS STRAND.SUFFIX'C' .CUSS C UHF HAND HOLE
SHEET TITLE
O ' I LINK UNKNOWN
`C UDO FIBER OPTIC CABLE TYP-2 INDEX
uTTL UTILITY
oGBMDOM 1111 Oregon Mw requires you W IA V VACANT
d FOREIGN UIUTY LOCATIONS ARE A nON SWIM AIIMOrgon UUlty WT WHITE W WATER
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0 LOCAL ONE CALL AGENCY RACOAl NI-0014M-0610 MroyN PLACE NEW 3.0{'X3/4'BACKBOARD 3-EYE EXIST.TRIPLE EYE ANCHOR
La S HOURS PRIOR TO 811
.W, CONSTRUCTION FOR EXACT 952N90,You mry 014 NrouReM ,jl{/ Xnwll eHUY11 below. 7W SEVEN WAY CONDUIT
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a 1-800-332-2344 IblWxeben Center.ITDI1311TAn SHEET OF
GENERAL NOTES CONSTRUCTION NOTES Integra-
3201 NE 11.3.011.063913
FAOUTIES SHOWN ON THIS PLAN WERE OBTAINED FROM RECORDS. PwFwm.ON9032
1. PERMISSION SHALL BE OBTAINED BEFORE ENTERING PRIVATE PROPERTY, VISUAL SURFACE INSPECTION, AND/OR INFORMATION OBTAINED F`AX 1 e'er
CONTACT PROPERTY OWNERS PRIOR TO CONSTRUCTION. FROM OTHER UTILITIES. SOME FACILITIES MAY BE OMITTED. OR
SHOWN AT AN INCORRECT LOCATION. FACILITIES SHOWN ARE IN
2. PRIOR TO BURYING. BORING, ETC. LOCATE ALL BURIED UTILITIES. ASSUMED LOCATIONS BASED ON ALL INFORMATION RECEIVED, BUT
EXACT LOCATIONS MUST BE VERIFIED PRIOR TO START OF
3. UNLESS OTHERWISE NOTED, MATERIALS IDENTIFIED ON PROJECT DETAILS CONSTRUCTION.
WITH MANUFACTURERS PART NUMBER ARE FOR REFERENCE; EQUIVALENT E�H LE�C�TyAV 2 R�y�IC,
SUBSTITUTES WHICH COMPLY WITH INDUSTRY STANDARDS WILL BE ACCEPTED. AERIAL FACIUTIES ARE TO BE BONDED AND GROUNDED AT ALL 4LIG I
ACCESSIBLE LOCATIONS, WITH CABLE TAGS PLACED AT EACH n--n
4. MATERIAL INSTALLATIONS SHOULD NOT EXCEED THE MANUFACTURERS ATTACHMENT.
RECOMMENDATIONS. CONSULTANTS
ALL AERIAL ATTACHMENTS ARE TO BE STREET—SIDE UNLESS C CONSULTING
5. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT ALL OTHERWISE NOTED. (FS) INDICATES "FIELD SIDE". •'_ • --. Bk.,/
INSTALLATIONS ARE IN ACCORDANCE WITH THE LATEST EDITION OF NESC
(NATIONAL ELECTRIC SAFETY CODE) RULES OR FEDERAL, STATE, OR LOCAL "306310 ',OS
CODES. LOCAL, STATE OR FEDERAL CODES MAY ALTER CONSTRUCTION
°Sire Ng Pi RICO
SPECIFICATIONS SHOWN. FOR JOINT USE POLES, WSDOT REQUIRES MINIMUM 20' ,<...e.o. ,,
E CROSSING STATE ROADWAYS AND/OR ABOVE GROUND LONGITUDINAL. REFER CONTACTS °B°'°"r-m54d'�
n TO WAC 468-34-209 VERTICAL CLEARANCES. ealty!onetiv,.ere=nerd
N - to nature.Iu CooedtIl solution•uC eN net
n w hole wwnld�e hr A.mum,of the
w 6. BONDING AND GROUNDING SHOULD BE IN ACCORDANCE WITH THE LATEST CONTACT COMPANY T1TLE PHONE EMALL Information ProwT It bum dawn..
1 EDITION OF NESC RULES.
ENGINEER STAMP
alt
p 7. WHEN SIDEWALK MUST BE REMOVED. IT MUST BE REMOVED ON COLD BRIAN DAVIDSON IN TEGRA OSP ENGINEER 360-907-5528 BRIAN.DAVIDSONQINTEGR ATELECOM.COM
O1 JOINTS (FULL PANELS). THERESA FICHTNER NW PREFERRED C.U. 503-403-0303 THERE SAM YCREDITUNION.COM
—• 8. FOR TRENCH. AND OR PAVEMENT RESTORATION, REFER TO CITY
, STANDARD DRAWING.
a. 9. HANDHOLES ARE TO BE FOR GREENBELT APPLICATION, INSTALLED IN
✓ LANDSCAPE/LAWN AREAS, UNLESS OTHERWISE SPECIFIED.
R• 10. HANDHOLE LOCATIONS INDICATED ARE APPROXIMATE; IT IS THE
o CONTRACTOR'S RESPONSIBIUTY TO ESTABUSH SAFE. ADEQUATE HANDHOLE
1 LOCATIONS WITHIN PROPOSED PUBLIC RIGHT OF WAY OR EASEMENTS.
R10. IT IS THE CONTRACTORS RESPONSIBILITY TO FOLLOW WELL ESTABUSHED
SAFETY RULES AND REGULATIONS TO SAFEGUARD THE PUBUC AND WORKMEN.
WHERE APPLICABLE THE CONTRACTOR IS REQUIRED TO PROVIDE TRAFFIC
m CONTROL IN ACCORDANCE WITH STATE/LOCAL STANDARDS.
0
N 11. BUILD IN ACCORDANCE WITH RUS PRACTICES. REFER TO RUS FORM 515C
BULLETIN 1753E-152 FOR SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION
g OF AERIAL PLANT AND UNIT DESCRIPTIONS AND DETAILS.
I• 12. MODIFICATIONS TO EXISTING FACILITIES OR STRUCTURES OCCURRING AFTER
1
TIME OF ENGINEERING MIGHT NOT BE SHOWN ON PLANS; THESE ALTERATIONS
j MAY AFFECT CONSTRUCTION. ROUTING, FRAMING AND SUPPORT HARDWARE. IT 1 4/18114 CONSTRUCTION
At IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AND ADDRESS NECESSARY A 41514 REVIEW
6 CHANGES WITH THE PUD OR ENGINEER IN A TIMELY MANNER TO INSURE MARK DATE DESCRIPTION
U MATERIAL AND CONSTRUCTION ISSUES ARE RESOLVED PRIOR TO WORK. THE
CONTRACTOR WILL BE COMPENSATED FOR ACTUAL CONSTRUCTION COSTS ISSUE:
Z BASED ON CONTRACT PRICING AND NOT FOR DELAYS DUE TO ERRORS OR PROJECT NO:
;, OMISSIONS, UNLESS OTHERWISE DETERMINED BY THE PUD.
CAD DWG FILE:
a` DRAWN BY:
CHECKED BY:
z
99
c�
v Q17 � SHEET TITLE
o V TYP-3 GENERAL NOTES
t Mtn°re.OIt low require,you to follow C&IJA9M
a n34,edMee.h1"MO.e.oh Ulnue FOREIGN UTILITY LOCATIONS ARE
,,,,,,.„„Comer„ APPROXIMATE.CONTACT THE
Ti o,e rue,oe,n LOCAL ONE CALL AGENCY
r roan oA
" .952 mT00IT.'oi'r 48 HOUR5 PRIOR TO
"2MOMC.YOYmeecht''"°',d,�e ca.smucnaN VON EXACT
. .e,e,M<ehuy the renter INete the UTIUTY LOCATIONS AT
% telephone norther row the Oregon inapt. OREGO44811
d Not'Nation Center is ISo3I 23219.21 1_800_332_2344 SHEET OF
■ v O O
G
Integra
T,
EXISTING INTEGRA 17"x30" HH "�""'
PLACE 50' COIL 12F-SM-ARM s /'
OPEN BORE PIT
/ C.;\ • ' 217' VACANT 4" CONDUIT(EXIST.) "" f -"
SLIM SOO
PDFMANO OR 5'.2
/ ‘ i,, ,r&' PLACE (1) 1" INNERDUCT Y ELECTRIC
m�. PLACE 12F-SM-ARM LIGHTWAVE.
u 0' PLACE COPPER LOCATE WIRE ---�---—
00 ` PLACE MULE TAPE CONSULTANTS
/,_ ,,../"....-- r9'�' °j"� IN EXISTING VACANT 4" CONDUIT
D ` a 0O,CONSULTING Eck,/
26 0+2] mum d1EpM IN / / eJ� ���{{{... +I. em GLENWOOD 5r
E
PA 0+39 GAS VALVE /' / /
r�� �� �
0 REMOVE AND REPLACE EXISTING ` EXISTING INTEGRA 25-TA
SIDEWALK PANELS IF NECESSARY. PLACE 50` COIL 12F SM ARM rww.r,OISGLNNFR•I' HAND DIG AROUND EXISTING UTILITIES. 'VP' �1►�`'* '• r ooh..o c.w t'o' °°""`o
/ OP At,.. ��7 ` AP 02312 4 Wbn.11�.
a NW account/4.foe 11.8 0000.00v 4,m.
1.IO..not�roww:tN...ao.�,y..
/Of �.'� �. C. EN — ENGINEER STAMP
ao BORE 291' S ` \ `� sA
/' PLACE (1) 2" HOPE • +,' ■, , 0%
\7...,..\\2" ' u��, PLACE 12F-SM-ARM ,pA/�1+56 srR¢r Box PLACE COPPER LOCATE WIRE �� /"° PLACE MULE TAPE +6/ •‘RA 1+BO IRR VALVE ♦ \ / `� S7 7 c9,<,
PLACE 17"x30" HH °,� "Y. 4a \
�2+14 wn ctER OVER EXISTING VACANT 2" CONDUIT '�i \' \ \
3 L j AND INTERCEPT INTO DEMARC ROOM �. +'
PLACE 75' COIL 12F-SM-ARM % . m\ OPEN BORE PIT
PLACE 5/8"x8' GROUND ROD �� �`o'e REMOVE AND REPLACE EXISTING
O �. ' SIDEWALK PANELS IF NECESSARY. 0 50 100
�� + , `:� HAND DIG AROUND EXISTING UTILITIES.
� �� ttt� ttt�
o ' 'FOR PAVEMENT RESTORATION
Q �I / , >�\ SCALE IN FEET
\ REFER TO CITY STANDARD DRAWING.
yTA 2+30 PROP NN •\ ��,
NW PREFERRED CREDIT UNION ///sss///
I 8950 SW BURNHAM 5T L+B
G TIC.4RD.OR 1
D ♦\y,/ ` 1 4/i&14 CONSTRUCTION
o �, ////\\\\. \ A 4/15/14 REVIEW
u 140' VACANT 2" CONDUIT(EXIST.) �� MARK DATE DESCRIPTION•° PLACE 12F-SM-ARM ISSUE:
°t PLACE COPPER LOCATE WIRE c \ PROJECT NO
o PLACE MULE TAPE . CAD DWG FILE:
IN EXISTING VACANT 2" CONDUIT DRAWN BY:
M4IT 0 roans TO DEMARC ROOM 'xl*A \ \ CHECKED BY:
/ /NI DES IMMON OM.S I POAc(17i1G•NV 1 u / Irnit�rtMrm SHEET TITLE
o 2 owes owt BORE 1-2"WPC EV it // cG.� ���� NW PREFERRED C.U.
o J MACE I-1"AWERDTACr 71777. / / / /' % fN0tl
O. vrxr 12F-sv-mw Bvs R '
AA / /O� °"!"�..,.a `A X r ni 8950 SW BURNHAM ST
0
p 5 ,4.5'GROUND ND RGO $U forth�.OAR 952 001 0olo..nuq LOCAL ONE CALL ADENOI'
b HORS PRIORM
u / i 952 0099.vo9 m.v oMr�coo∎.5 of m. CONSTRUCTION FOR DUCT
c / / .m...v ca.y m.o.te.INmc.tN UTILRV LOCATIONS AT
/ . / bMOhon.wmb.r lo.tM Oryon IR01ry
d Nnllotion Wolof 0 WN1321982) 1-OREGONEII
eoo-aa2-2x44 SHEET 1 OF 1
CURB JOINT
5' MIN. SEE NOTE 5 ROW
�- %
_i
ROAD
)1......,:t1/4 .,..,..,.. .,. . .: r =: .:y;::� ' ;: ; ___F
laill° : : . 1 .' _�Ill� �lII�i1111-III-III�, �I!I��,IIIi''-
-III-III �
2" OF 3/4"-O" BASEROCK
-/COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURB
5' MIN. ROW
6"-"'
2%
ROAD (-:�.' .^ t� ,.;.
`'fir 1 i f_l_ir-li'f=.- �.,. =1 11-'
°.. ° :. % 1111 11 1111-111=111 _111,=111-1 -.
-' -111-111-i
7 2" OF 3/4"-O" BASEROCK
COMPACTED SUBGRADE
SIDEWALK AWAY FROM CURB
NOTES:
1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 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, & AT SPACING NOT TO EXCEED 45 FEET.
4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" 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 BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER
SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED
OVER PIPE.
APPROVED BY:
NO SCALE
AGUSTIN P. DUENAS CONCRETE
ENGINEERING DEPARTMENT
� j,Iq? 13125 S.W. HALL BLVD. an ENGINEER DWG. NO.
TIGARD OREGON 97223 JULY 2001 SIDEWALK 1 2 O
VOICE' 503) 639-4171
CM OF WARD
FAX: f 503,884-7297
APPROVAL DATE