PFI2014-00027 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12014-00027
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/23/2014
Parcel: SEG1032
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: Electric Lightwave, LLC
Project Description: Adjacent to 8430 SW Hunziker Rd. From PGE pole#12, place new 2"riser and trench approximately 6'
to property, placing new 2"conduit and fiber optic cable. Remove/restore S/W panel as needed(existing
removed at time of work). SEG 1032
Owner: FEES
Description Date Amount
PFI Permit Fee 07/23/2014 $300.00
PHONE:
Contractor:
PHONE:
FAX:
Applicant:
BRIAN DAVIDSON
18110 SE 34TH ST., BLD. 1, SUITE 100
VANCOUVER, WA 98683
PHONE: 360-558-4215
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.
Permittee/Applicant
Signature: L!� ,
Issued By:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12014-00027
Tvpe: Condition Name: Status: Severity:
ROW 01-CUSTOM CONDITION Continuing Notice
1. Cutting of SW Hunziker St. is not permitted. through 2016.
2. Lane closures of SW Hunziker Street are not permitted 6:30-9:00 a.m. and 3:30-6:00 p.m.
3.Work in SW Hall Blvd. requires an ODOT permit.
ROW 17-DRAINAGE CONTROL REQ Continuing 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 09-TRAF/NOISE CTRL-WORK HRS Continuing 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 19-UTILITY LOCATIONAL CONFLICT Continuing 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 02-PERMIT&PLAN REQ ON SITE Continuing 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 04-TRAF CTRL-CONTR RESPON FOR Continuing 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 Qob specific)approved traffic control plan. A copy of the approved traffic control plan shall be
available at the work area.
ROW 15-EROSION CTRL REQ Continuing 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 21-REPAIRS REQ-INSPTR OPINION Continuing 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 Continuing 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 26-MONUMENT PROTECTION REQ Continuing 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 Continuing 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 29-ESMT/RT OF ENTRY-RESPON Continuing 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 06-TRAF CTRL-ADVANCE WARNING Continuing 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 08-TRAF CTRL-DEVICES IN PLACE Continuing Notice
Traffic control devices, flagpersons, etc., shall be in place prior to initiation of construction work and shall be effectively
maintained.
ROW 05-TRAF CTRL-ROAD CLOSURE Continuing 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 07-TRAF CTRL-PRIV PROP ACCESS Continuing 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 13-HAZARDS-CERT OF INS Continuing 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 16-REPAIRS-LIKE MATERIALS REQ Continuing 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 20-TRENCH-PATCH/SAFETY/LBILITY Continuing 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 28-CONSTR SAFETY-RESPON PARTY Continuing 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 10-TRAF CTRL-MIN LANE WIDTH Continuing Notice
Minimum travel lane width shall be eleven(11)feet; pedestrian travel shall also be provided for.
ROW 11-TRAF CTRL-CITY CAN MODIFY Continuing 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 Continuing 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 18-UTILITIES PRELOCATION REQ Continuing 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.
ROW 23-DAILY INSP REPORTS REQ Continuing 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 Continuing 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 03-TRAF CTRL-SPECIF(CITY) Continuing 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 14-DEBRIS-MATERIALS Continuing 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 25-RELEASE-WAIVER REQ Continuing 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.
RECEIVE®
JUL 0 3 2014
City of Tigard
"'-"'OF TIGARD
Public Facility Improvement (PFI) Pe°i fi ' EKING
General Information: ,A„ -r` �`'d FOR STAFF USE ONLY
Property Address/Location(,): 84130 5W 9L)A1F_1 fe N-� Engis,eeru,g�l2a
G L Q 32. C='_
ase No.:
Receipt No,: «IPCI 1-1
Date:
*Applicant's Name: ELLcGT2aG L/6#7_1)"F.14/4 Application Accepted By: 7
Address: W/6 SE 347N STS 130L4)/N6 ANE + X5017-E /DO Aeviaed 7/1 10 Irl
City/state: WA Zip: 99683 3 a 7 -715
Primary Contact BR/Rn/ D'Wlb&a"/ REQUQtED SUBMITTAL
Phone: (360) 55e- 4L2/S Fax: (3 60) 5S8 - 470 3 INFORMATION
Professional Engineered Plans are reed
Contractor's Name: 517WbAtP l)t7W11 C V TeAC4 M5
• Street Widening
CCB# (riEi9�� Expiration 201 S . Subdivision Infrastructure
Address: 1-20241 E94,0V ID SVG- a Main utility line extension:
City/State: Zip: 97600 0 Storm Drain,Sanitary-Tigard
0 Water-Tigard Water Service Area
Phone: (503) b 7 9 -3030 Fax: (go 3) 02-2724 (includes Durham,King City and a
portion of unincorporated Washington
County)
Plans By: T D at%1'&kV A16 —:;7(.0T 2 an/S
**Note:See Engineered Plan
Address: 5531 1J. C7L 6NWD01D ST. Submittal Checklist attached.
City/State: 13015E ► -=D zip: 8371 q For all other work:Submit scaled sketch of the
Phone: I�WS) 375- 9400 Fax: (888) q98 -71C0 work to be done.(see attached minimum sketch
requirements and provided sketch area).
Description of work: F40M MCIG-nAJ6 $�/2 A. I:curPln\masoer\land use applicationfl appf"
NM 2_216M i TF--&7vc# ' 6' TO PK/V. P2o106e"V Pt4r"'j 6 'VEW 2" Gyn/pd/T � r-76m
00776 CA&.E. kt_?1WPV /02CE7DKE SA) A4IVC Igs nkt-DED (eXIST7NC, &-M or/EQ @ -PM6- 0P
wo
Estimated value of work(within the public right-of-way): $ goo
Is work related to a LAND-USE DECISION? YES ❑ NO
If so,please specify(MLP,SDR,SUB,etc.)case#:
Is the work related to a BUILDING PERMIT? YES❑ NO
If so,please specify(BUILDING PERMIT)case#:
*NOTE:Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for the work.
City of Tigard 1 13125 SW Hall Blvd.,Tigard,OR 97223 1 503-715-2464 1 www.tigard-or.gov I Page I of 4
CARLSON TESTING INC.
8430 SW HUNZIKER ST, TIGARD, OR
PROJECT # C17937.OSP.14.ND.12HP.SUC
+{ ;----------�
• J
i.rrrrrr m
...,...r.. �' PROJECT
S
002
001
�A,
o i Qv
m mss'
J
J �
Q
2
REVISION: , ° IntegT
ISSUED FOR: CONSTRUCTION G ra
DATE: 7101114
IB MK LEGEND ABBREVIATIONS InCegra-
SHEET TIaE PACE NVMBER .,..: -_.. ._ —X ® 11B O AEON ABANDON OR ABANDONED C.
COVER h OVERALL MAP TYPICAL 1 SERVING AREA BORDER EX15TW0 CONDL41 PENCE LINE BURIED FIBER OPTIC METER JUTE HANDHOLE SPLICE JOINT TRENCH ADDADDITIONAL V
________ (VARIES) HANDHOLE ® ASPN ASPHALT
—CURB— O O- AVE AVENUE su1X u�,V
INDEX,ABBREV.,MATERIAL TYPICAL 2 CENTERUNE CLAB FENCE LME AERIAL FIBER OPTIC ? BVE BECK _
h
LEGEND, __ n FIRE HYDRANT WATER EXISTING TERMN®TION BK BUCK
PERMITS,CONTACTS,R TYPICAL 3 PARCEL —ECP VALVE HANDHq.E SPLICE
GENERAL NOTES EDGE OF PAVEMENT DITCH BURIED ELECTRICAL SI BLDG BUILDING
A YD' LOCATION BLVD BOULEVARD
CONSTRUCTION DRAWINGS 001-002 AERIAL FIBER —EOR 1-+tom CFP J— - �� BL BLUE
EDGE OF ROAD RA{JgAp MARKER
/DIB1E OVER!HEAD POKER EMSTRq ANCHOR SPLICE BR BROGAN
AERIAL DROP FIBER —S/W I,Y m MWIOLE ARROW SUCK CCL BOC BACK OF CURB
S4EWw GINS WLR���E ' �L O COMM POLE IRAN CD E CABINET
DUCT L A ^
UNDERGROUND DROP FIBER —R/w_ T CULVERT POLE OlE GROG BRIDGE
RIGHT OF WAY WATER AERIAL InEPHOME COVERAGE ,�I .
PUCE IN EXISTING (VARIES)
_ unuN
-CONDU-T PROPERTY LINE SANITARY SEWER BURIED CAKE N uv VALVE CABINET MARKER PEDESTAL CONIC CONCRETE
E
NEW TRENCH CONDUIT --.��. -may xX �.UN N E . CONT CONTINUOUS CONSULTANTS
DB SLOPE STORM ORAN ARDAL CAKE N ROW AERIAL ELECTRICAL CONST CONSTRUCTION OR CONSTRUCT
DIRECTONAL BORE MILE POST MARKER SPLICE METER CABINET/$UB %-ING CROSSING AOCONSULTINc3 QJCf%
CULV CULVERT TAIT•""-'...
CONSTRUCTION UNITS SCOPE OF WORK: DF DEAD FIBER N ST
INTEGRA INTERCEPT EXISTING INTEGRA SPLICE CABINET ON PGE POLE/836(36477) D.E. DEAD END eoreF.nain.
AUX-EYE ADDITIONAL 1-EYE CLAMP, CARLSON TESTING Du DIAMETER
ATTACHES TO EXISTING ANCHOR IN FRONT OF PERFORMANCE CONTRACTING INC ON SW HUNZIKER RD.AND DN DIAMETER AL
OVERLASH WITH NEW 12-STRAND FIBER PROCEDING NORTHWEST
BM53 LOC UNIT OOC DEPTH OF COVER
BM53 LOCATOR MARKER/`MARMNC POST UNIT DESCRIPTION QUANTN EA/FT APPROXIMATELY 1,632-FEET TO POE POLE/1000,WHERE INTEGRA WILL OR DRIVE
?A61(Yx1 LABOR TO PROVIDE A X'DIAMETER MAKE A MIDSPAN ATTACHMENT APPROXIMATELY 12-FEET TO EXISTING INTEGRA Fsd6r 1 iwg '.y UL
25-TA 0 EA EA EACH b nWd IOC—ft 5•bebn•LLC.n,rol
DIRECTIONAL BORE FIBER HEADING SOUTH ALONG SW HALL BLVD.CONTINUE OVERLASH WR11 NEW ETEC ELECTRIC M e.Ie a«antaa•br en•PuwPry Pr hn•
BM72 REMOVE AND RESTORE 1 UNEAL FOOT 17'.30'HH I EA 12-SFRAND FIBER TO NEW PGE POLE 012 WHERE INTEGRA WILL PLACE A EOG EDGE OF GRAVELOF ASPHALT
HI•mIPtI4n WMeW h U•••eGP.Lna..
C OM73 REMOVE AND RESTORE 1 LINEAL FOOT OVERLASH 12F-SM-ARM 1,642 FT 2-INCH RISER DOWN THE PGE POLE AND PLACE(1)2-INCH CONDUIT EDP EDGE OF PAVEMENT ENGINEER STAMP
I? OF CONCRETE SOUTHEAST APPROXIMATLY B-FEET WHERE INTEGRA WILL PUCE A NEW EOR EDGE OF ROAD
COX%x OVERHEAD FIBER OPTIC CABLE 12F-SM-ARM 227 FT EQUIP EQUIPMENT
o ASSEMBLY ON t 4-ENS MESSENGER 17.30'VAULT.NTEGRA WILL INTERCEPT THE EXISTING TELECOM CONDUIT 70 EXIST. EXISTING
1 COxxx(5/16) OVERHEAD FIBER OPTIC CABLE ldN STRAND 0 FT PLACE A 12-STRAND FIBER CABLE AND PULL ROPE APPROXIMATELY 66-FEET FOC FIBER OPTIC CABLE
ASSEMBLY ON 5/16-EHS MESSEN IOM DOYM wY 0 EA SOUTHEAST TO THE CARLSON TESTING INC TELEPHONE AND ELECTRICAL ROOM FP ROVER POT
COxXM1 OVERHEAD FIBER OPTIC CABLES(2 OR AND THEN LEAVE A 25-FOOT CCL NEXT TO THE LOCATION IDENTIFIED AS F/S FIELD SIDE OF POLE(VERIFY)
N MORE)ASSEMBLY ON ONE MESSENGER 3/4-TRIPLE EYE ANCHOR 0 EA WHERE THE FIBER OPTIC EQUIPMENT WILL BE PLACED. G GAS
CO)OCE OVERHEAD FIBER OPTIC CABLE TRENCH(1)2-HDPE B FT GN GREEN
OVERLASHEJ TO EXIST.MESSENGER GRVL GRAVEL
00-1 9NOLE DEAD END Gy GREY
p 2-FIRE RATED CONDUIT 0 FT
DD-IASINGLE DEAD END ANGLE POLES
HU0 SPLICE CASE
OD-2 DOUBLE DEAD ENO 2-RISER I EA X01 VISION SPLICE
DD-2A DOUBLE DEAD END ANGLE POLES 5/6-.6'GROlA4D ROD I
p FGA-3(n FIBERGLAS5 EXTENSION ARM EA Hwy HIGHWAY
9! FCBC POLE BAND CLAMP (3)1.25-INNERDUCT 0 FT LN LANE
FOS SUPPORT BRACKET-3 BOLT CLAMP MD MICRO DUCT
J FOS-A SUPPORT BRACKET-3 BOLT CURVED MM MANHOLE
a FOS-G SUPPORT BRACKET-3 BOLT CLAMP MIN MINIMUM
VAT"GUY HOOK MIsc MISCELLANEOUS
0 FOS-AG SUPPORT BRACKET- 3 BOLT CURVED NKR MARKER
WITH GUY HOOK MAM M
P MIRE POST
HAO(XXX) AERIAL SPUCE CLOSURE NTS NOT TO SCALE
1101 VISION CNCE
MK)-1 MI SPLICE T CLOSURE k ORGANIZER CH OVERHEAD
d Mss-1 MID SPAN STORAGE ASSEMBLY VIEW FROM SW HALL BLVD
PEt-2 DOWN GUY FOR I/4-EEN STRAND- Ct ORANGE
PE1-3 DOWN SIS FOR 5/16- " STRAND- PDR POUR POWER
x PE2-2 I/4-EEN OVERHE wY• PED PEDESTAL
tV PEI-3 5/I6-ERS OVERHEAD GUY' PDA POINT OF ATTACIMEHT
rp PFI-3 SCREW NG ANCHOR(6.000/) EW PCE POLE PP POWER POLE
f0 Ff3-3 SCREW ANCHOR RATED AT 6,000LBS PVAIT PAVEMENT
_ PF5-3 ROCK ANCHOR R&R REMOVE AND RESTORE
p R3-5 TREE TRIMMING UNIT I .-NEW INT-—' CONDUi RD ROAD
d SEK-(x) AERIAL SERVICE ENTRANCE FIBER NEW INTEGRA 17'.JO-HH RR RAILROAD 1 7101114 CONSTRUCTION
1 SERF-(Xr• BURIED SERVICE ENTRANCE FIBER A N25/14 REVIEW
c "SUFFIX'I'-IN CONDUIT VIEW OF 2-INCH CONDUIT R/W RIGHT OF WAY
SDI-2 SINGLE DEAD END WITH 2 RISER
R/L RUNNING LANE MARK DATE DESCRIPTION
p LIDO UNDERGROUND CONDUIT ENTERING BUILDING: PROPOSED LOCATOR SIG SIGNAL
6SN IINF'O UNDERGROUND HANDHOLE FOR FIBER OF IC EKQUI FIBER sD STORK DRAIN
opnCF UOXK% UNDERGROUNDSYSTEMS FIBER OPTIC CABLE OPTIC EQUIPMENT s/L STREET s/s STREET SIDETOF PCE(VERIFY) ISSUE:
PROJECT NO:
w-(K%%%) MAKE-REACY REARRANGEMENT OF 5/w SIDEWALK CAD DWG FILE:
EOUIP%ENT/HARDNARE SPT SPLICE ROGATION
55 SANITARY SEWER
$ Xz-Axxx REMOVE/REPU(Z UNIT DRAWN Y:
t lOSTING INTEGRE 2-CONDUIT sT STREET CHECKED BY:
U
j"tEFX'N' EXISTING POLE ATTACHMENT,
/ W/O'N'.NEW POLE ATTACHMENT: STA STATION
OSUFFIX'G'.D'GUY,GROUND CONNECTION TYPE FOR SWR SEWER
V 1/4'ENS STRAND.SUFFIX'C'.CASS C UO LNDERGROUNO DUCT
/ uHF HAHDIOLE SHEET TITLE
v UNK UNKNOWN
`o UDP FIBER OPTIC CABLE TYP-2 INDEX
UTIL UnuN
CdllIlDN Atmdego"k'",•°'n."o"r`bIY,,. EXISTING z-TELECOM CONDUIT vACANr V
d FOREIGN UTILITY LOCATIONS ARE .nk.•aopka nv me argon utary W WATER
APPRD%NA TE.CONTACT THE rMor.N,on mmr,�k.„e Kr PROPOSE ROUTE OF FIBER WT E.
O LOCAL ONE CALL AGENCY mrM'm oAg ast mNmNa cn.a n OPTIC CABLE TO EWEER
4B HOURS PRIOR TO g 3-EYE E705T.TRIPLE EYE ANCHOR
CONSTRUCTION FOR EXACT as>tay.vw may onem.opm,ah H,e IIAFW rP11 bBI0R 7W SEVEN WAY CONDUIT
.. UTIUTY LOCATIONS AT: ,ukUy eNMg e..emer.INae.ene MIs6fINI�F
/ OREGCN611 o-plw a�mnr,b,g,r aegon Utgny
tl 1-600-332-2344 xootrc.emn cr,xe,,.lsn311tz19el1 EXISTING Y TELECOM CONDUIT
SHEET 2 OF 3
GENERAL NOTES CONSTRUCTION NOTES Integra-
FACILITIES SHOWN ON THIS PLAN WERE OBTAINED FROM RECORDS,
1. PERMISSION SHALL BE OBTAINED BEFORE ENTERING PRIVATE PROPERTY, VISUAL SURFACE INSPECTION, AND/OR INFORMATION OBTAINED
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 __�EWELECTRIC
SUBSTITUTES WHICH COMPLY WITH INDUSTRY STANDARDS WILL BE ACCEPTED. AERIAL FACILITIES ARE TO BE BONDED AND GROUNDED AT ALL LIGHTWAVE.
ACCESSIBLE LOCATIONS, WITH CABLE TAGS PLACED AT EACH
4, MATERIAL INSTALLATIONS SHOULD NOT EXCEED THE MANUFACTURERS ATTACHMENT. CONSULTANTS
M
RECOMMENDATIONS.
ALL AERIAL ATTACHMENTS ARE TO BE STREET—SIDE UNLESS -0 CONSULTING
5. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT ALL OTHERWISE NOTED. (FS) INDICATES -FIELD SIDE-. Skfl
INSTALLATIONS ARE IN ACCORDANCE WITH THE LATEST EDITION OF NESC
(NATIONAL ELECTRIC SAFETY CODE) RULES OR FEDERAL, STATE, OR LOCAL
CODES. LOCAL, STATE OR FEDERAL CODES MAY ALTER CONSTRUCTION
SPECIFICATIONS SHOWN. FOR JOINT USE POLES. WSDOT REQUIRES MINIMUM 20' -
CROSSING STATE ROADWAYS AND/OR ABOVE GROUND LONGITUDINAL. REFER
/ CONTACTS
TO WAC 468-34-209 VERTICAL CLEARANCES. io C--k
a n.la«w,x,t.er n.cn.«orr«r er a.
E 6. BONDING AND GROUNDING SHOULD BE IN ACCORDANCE WITH THE LATEST CONTACT COMPANY TI TIF PHONE EMAILnb^^^Wlm or.we.a n m...aa.rla..
o EDITION OF NESC RULES.
ENGINEER STAMP
o BRIAN DAVIDSON INTEGRA OSP ENGINEER 360-907-5528 BRIAN.DAVIDSONOINTEGRATELECOM.COM
0 7. WHEN SIDEWALK MUST BE REMOVED, IT MUST BE REMOVED ON COLD
JOINTS (FULL PANELS). KIM TABERT CARLSON TESTING INC OFFICE MANAGER 503-419-4539 K TABER TOCARLSON TES TING.COM
~
B. FOR TRENCH, AND OR PAVEMENT RESTORATION, REFER TO CITY STEVE LEACH CARLSON TESTING INC SR. VP. 503-419-4534 SLEACHOCARLSONTESTING.COM
N
STANDARD DRAWING.
0 9. HANDHOLES ARE TO BE FOR GREENBELT APPLICATION, INSTALLED IN
LANDSCAPE/LAWN AREAS, UNLESS OTHERWISE SPECIFIED.
o, 10. HANDHOLE LOCATIONS INDICATED ARE APPROXIMATE; IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ESTABLISH SAFE, ADEQUATE HANDHOLE
vi LOCATIONS WITHIN PROPOSED PUBLIC RIGHT OF WAY OR EASEMENTS.
10. IT IS THE CONTRACTORS RESPONSIBILITY TO FOLLOW WELL ESTABLISHED
of SAFETY RULES AND REGULATIONS TO SAFEGUARD THE PUBLIC AND WORKMEN.
WHERE APPLICABLE THE CONTRACTOR IS REQUIRED TO PROVIDE TRAFFIC
CONTROL IN ACCORDANCE WITH STATE/LOCAL STANDARDS.
U_
11. BUILD IN ACCORDANCE WITH RUS PRACTICES. REFER TO RUS FORM 515C
BULLETIN 1753E-152 FOR SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION
~ OF AERIAL PLANT AND UNIT DESCRIPTIONS AND DETAILS.
N
12. MODIFICATIONS TO EXISTING FACILITIES OR STRUCTURES OCCURRING AFTER
TIME OF ENGINEERING MIGHT NOT BE SHOWN ON PLANS: THESE ALTERATIONS
O MAY AFFECT CONSTRUCTION, ROUTING, FRAMING AND SUPPORT HARDWARE. IT I 711u SONS Ira I,.IION
OL
I IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AND ADDRESS NECESSARY A en+n 'EvIEw
CHANGES WITH THE PUD OR ENGINEER IN A TIMELY MANNER TO INSURE MARK DATE DESCRIPTION
MATERIAL AND CONSTRUCTION ISSUES ARE RESOLVED PRIOR TO WORK. THE
c CONTRACTOR WALL BE COMPENSATED FOR ACTUAL CONSTRUCTION COSTS ISSUE:
.; BASED ON CONTRACT PRICING AND NOT FOR DELAYS DUE TO ERRORS OR PROJECT NO:
OMISSIONS, UNLESS OTHERWISE DETERMINED BY THE PUD.
CAD DWG FILE:
I DRAWN BY:
o CHECKED BY:
V
O
u Rrw mnbakoL SHEET TITLE
v
Caflbsimpmft
TYP-3 GENERAL NOTES
ppeAon bw,e9u,reaY�lo blbw G��
Q •�Ma adptett nY me ueRon IttifilV
FOREIGN UTILITY LOCATIONS ARE
xoufiren,,,r r,mler.rn„w rake me ul
APPROXIMATE.CONTACT THE
LOCAL
lorm,�oee vsr ml mWo mrouen ONE CALL AGENCY
Ia O(JRSUCTIO PRIOR TO
C r,.a.ny.allmelro reme,.Ixole rk COITXITY LOCATIONS
FOR EXACT
/ Iep..,e„umn.,blne ae UTILITY LOCATIONS AT.
a xoun„na„e„I,.,.Iulll1 N81n OREGON
811I-
eao-aaz-2-z.Ha SHEET 3 OF 3
1
Integra
i
I ' 1 •[uoro EpAEYUO
I�1 I I I sullEl�
192'
OVERLASH 12F-SM-ARM I
` ONTO EXISTING 48F STRAND
AND FIBER
C21-61B I WTERML WALS z ELECTRICA1
POLE 11197(973)/36481 `_ 17MOESCRIPWOV wY iffLJ HAVE
HEIGHT: �45' 240' �_ 1 OWRt12r-SM-ARM l.J77'07. CONSULTANTS
r — —
CLASS: 4 OVERLASH 12F-SM-ARM 2 12F-SM-ARM 50 sT.
EXIST. INTEGRA POA 23'-11" ONTO EXISTING 48F STRAND -_ �IDCCNSL LTING 8Jcsi
ON EXIST. PUPI X-ARM AND FIBER _ I
' / J ' , I svr.v ctEnwcoa s
C21-018
W `\ \ POLE /1196
,
tilHEIGHT45': I �' ' _ ' :.mM1..`..l c� �°�"�
_ \\ CLASS: 4 +ro sowuo-•.uc.ai.,r
M Mq ocee"nlalN(a 1M occvrvry W IM
co ` � � ` 1 nl>m"Icn pwiye.n IMM Urwinga.
w \ EXIST. INTEGRA POA 25'-4" ENGINEER STAMP
E y r C21-01B
8 \ \ RI POLE J3922/252721 /
15 HEIGHT: 45' I r r
CLASS: 4
EXIST. INTEGRA POA: 22'-3"
ON EXIST. 3-BOLT CLAMP
I C21-01B
POLE #835/36479
207 HEIGHT: 40'
a OVERLASH 12F-SM-ARM CLASS: 4 �
v ONTO EXISTING 48F STRAND i EXIST. INTEGRA POA: 23'-9" '
AW
AND FIBER / ON EXIST. PUPI X-ARM
C21-01B 0 100 20
~`o / POLE #2502/36478
`\ Sp HEIGHT: 45'
213' CLASS: 4 SCALE IN FEET
OVERLASH 12F-SM-ARM \\ Sy 4 EXIST. INTEGRA POA: 21'-5"
N ONTO EXISTING 48F STRAND ��c'IA' /, ON EXIST. PUPI X-ARM
a AND FIBER �
r
� 1
C21-1B
a AP — 00245 7101/14 CONSTRUCTION
POLE #'836/36477 A 625/14 REVIEW
\ EN
HEIGHT: 45'
- � i MARK DATE DESCRIPTION
c
o, 219'
OVERLASH 12F-SM-ARM \ CLASS: 4 ISSUE:
o ONTO EXISTING 48F STRAND \ EXIST. INTEGRA POA: 24'-9" PROJECT NO:
~ / AND FIBER ON EXIST. PUPI X-ARM CAD DWG FILE:
n / 240' \ SPLICE CABINET: 14'-5" DRAWN BY:
OVERLASH 12F-SM-ARM �� CHECKED BY:
i ONTO EXISTING 48F STRAND
iu—, .ftbdm AND FIBER
Cag w��s / SHEET TITLE
PLACE 15' 12F-SM-ARM \
CARLSON TESTING INC
S�4iI14N r.,,.wn..wvlo
° FOREIGN Ln TE, LOWACT T ARE "`E`" PLACE 35' COIL 12F-SM-ARM(IN CABINET) / 8430 SW HUNZIKER ST
a AcvRoziwTE.eorrtAcr THE
1'°R, ne nv ne aaEon ueElr \
o` LOCAL ONE CAU.AGENCY ^r..a E.nlr.rnose rule re ul
P M HOURS RRIOR TO
.°+
CONSTRUCTION OC fOR EXACT 5 ev rM lM oe..
tera lNoleoMe
�Km LOGTIONS AT:
% I_NO3332E 12344 Mn nk.M� r<n�snQzaxn �' ` \i
a SHEET 1 OF 2
I /
`\ C21-02A $ 90' ^ / ca;Integra
I POLE X1000 OVERLASH 12F-SM-ARM / ///
HEIGHT: 60' ONTO EXISTING 48F STRAND\ r mb oro eou ev.n
- - - - - - - CLASS: 1 AND FIBER
\ p. ..�pp
F„ I ,
� EXIST. INTEGRA POA: 25'-2" C21-018
I ON EXIST. ALLEY-ARM POLE /833/252790
�JI
HEIGHT: 50'
� CLASS: 3
MIDSPAN I 3-BOLT CLAMP/EXIST. INTEGRA PDA: 25'-7"
MEL J
ATTACHMENT SINGLE D\END: 25'-3" / MA
POLE
/ C21-018
POLE #834(1955)/36482 CONSULTANTS
HEIGHT: 45' / \ ` 4WOCCNSULTING gks!
CLASS: 4 /
EXIST. INTEGRA POA: 24'-7"
� 231'
o OVERLASH 12F-SM-ARM
C I I \ in Mun�9Y"Conwritn9 5olul�m�11C.ill not
,ONTO EXISTING 48F STRAND C
\ AND FIBER b.MN«cov wa.Iw m.xcp vry d IM
210•
EOVERLASH 12F-SM-ARM / ENGINEER STAMP
� I I
ONTO O EXISTING-4-8F JSTRAND
r � `\ /
o
o L Iqw rO+D+ 'At*\
s
oI TRENCH 8' /
N _ SW SCOFFINS ST — — SS ® PLACE (1) 2" HDPE `\
PLACE 12F-SM-ARM
O ��p PLACE COPPER LOCATE WIRE `
75 (OLD PGE POLE)(TOPPEO POLE) .1 PLACE MULE TAPE
(1) 2" CONDUIT (EXIST.)
- (NEW PGE POLE)C31-14B " EXIST. COPPER LINE
PLACE 12F-SM-ARM 50 10
/ POLE /12 PLACE MULE TAPE
0 HEIGHT: 55 LEAVE 25' COIL 12F-SM-ARM
t i CLASS: 2 I \ SCALE IN FEET
EXIST. INTEGRA POA: 26'-0-
ON EXIST. ALLEY-ARM CARLSON TESTING /
\ 8430 SW HUNZIKER ST /
< PLACE 2" RISER
a `PLACE 26' 12F-SM-ARM 1 7101114 CONSTRUCTION
r INTERCEPT (EXIST) 2" CONDUIT A erV14 REVIEW
PLACE 17230 HH/ = MARK DATE DESCRIPTION
<PLACE 50' COIL 12F-SM-ARM rn ISSUE:
F PLACE 5/8"x8' GROUND ROD -PROJECTw NO:
/ wYFMU 104t$ TnCAD DWG FILE:
h
\ \ / DRAWN BY:
o n� ofscRw77av on, /\ CHECK 0 BY:
U
I aF-w-aeu 777 n.
/ / rr.rr4Ytlwa SHEET TITLE
2 OKWAISN 12F-SW-AW $71 Fr.
o \ �
PLACE'77..7o AW r u
CARLSON TESTING INC
a \ / , TRENCH 1-2•HDPE e R W o.e�w�,u", FOREIGN UTILITY LOCATIONS YK
1/77:8'AIONVO ROTO T Et APPROXIMATE.CONTACT THE 8430 SW HUNZIKER ST
u rsrortaova ow�.ur obnm�vv"�orrM LOCAL045ONE CALL AGENCY
4GONE PRIOR To
e 2•RISER /G. / CONSTRUCTION FOR EXACT
c \ ` rw<,br,iw�ilM a"1<G INpmrM UTILrTY LOCATIONS AT:
/ �/ uMpMn<numbs br lM omen lnnry OREGONe11
a \ \
10-- (W31232 1—) 1_WO_332-2344 SHEET 2 OF 2
I