PFI2020-00097 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12020-00097
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/18/2020
Parcel: SEG1499
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: Centuryl-ink National
Project Description: SEG 1558/1499/1583. Bore/trench to place conduit,fiber, utility vaults along SW 72nd Ave and SW
Sandburg Street.
Class of Work: FEES
Description Date Amount
Type 1 -Utilities(gas, electric, data) PFI Permit Fee 03/24/2020 $3,500.00
Total $3,500.00
Owner:
REQUIRED INSPECTIONS
Call 503-639-4175 for the IVR inspection request line or visit the City of
PHONE: Tigard website at www.tigard-or.gov to schedule inspections online.
Contractor:
NORTH SKY COMMUNICATIONS LLC
11818 SE MILL PLAIN BLVD SUITE 410
VANCOUVER, OR 98684
PHONE: 3602546920
Applicant:
TODD HURD
214 E 24TH ST
VANCOUVER, WA 98663
PHONE: 5034676422
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.
Signature:
Permittee/Applicant �� p�C 1
Signature: � Q(nc-f�1
Issued By:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12020-00097
Tvoe: Condition Name: Status: Severity:
PFI_Utilities 23- MONUMENT PROTECTION Applied Notice
Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's
expense.
PFI_Utilities 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice
The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or
construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense.
PFI_Utilities 25-EMERGENCY CONTACTS Applied Notice
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 any emergency. The
applicant shall notify the City Inspector, in writing, of any/all assignment changes.
PFI_Utilities 26-RIGHT OF ENTRY/EASEMENTS Applied Notice
Applicant to obtain 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 applicant's failure to
obtain or provide for proof of right-of-entry or easements.
PFI_Utilities 27 -PRIVATE PROPERTY AGREEMENTS Applied Notice
Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction
activity.
PFI_Utilities 28-AS-BUILT DRAWING Applied Notice
1,2,3,4,5 28-AS-BUILT DRAWING
One as-built drawing 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 engineer's certification of installation compliance (Certificate of
Compliance).
1,2,3,4,5 28-AS-BUILT DRAWING
One as-built drawing 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 engineer's certification of installation compliance (Certificate of
Compliance).
One as-built drawing 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 engineer's certification of installation compliance(Certificate of
Compliance).
PFI_Utilities 31 -OTHER Applied Notice
Other
PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice
Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The
applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and
area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue)and to 503-962-8140 (Tri-Met)
and 503-431-2345 (Tigard School District)and other service providers impacted by such closure.
PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI_Utilities 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. 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 clean-up
and suspension of work to accomplish clean-up.
PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI_Utilities 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes,etc. shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI_Utilities 05 -TRAFFIC CONTROL SPECIFICATIONS Applied Notice
Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices
[MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA, current edition,American Traffic Safety Services
Association [ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH].
PFI_Utilities 06 -TRAFFIC CONTROL PLAN Applied Notice
Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work
area.Traffic control devices,flag persons, etc., shall be in place prior to initiation of construction work and shall be
effectively maintained.
PFI_Utilities 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice
Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign
at each end of the construction area 72 hours (min.)before initiation of construction work.
PFI_Utilities 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice
Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City
approval of any access closures.
PFI_Utilities 10-TRAFFIC CONTROL WORK HOURS Applied Notice
Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City.
PFI_Utilities 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice
Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the
City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized
by the City Engineer.
PFI_Utilities 12-TRAFFIC CONTROL MODIFICATION Applied Notice
The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to
assure public safety.
PFI_Utilities 13-DRAINAGE CONTROL Applied Notice
Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and
the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective
drainage control.
PFI_Utilities 14-UTILITY NOTIFICATION Applied Notice
Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR
952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987.
If you have any question about the rules, contact the Center. NOTE: Damage to utilities shall be corrected at the permit
holder's expense.
PFI_Utilities 15-UTILITY LOCATION CONFLICT Applied Notice
Applicant 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 applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work
with affected utility agencies.
PFI_Utilities 16-TEMPORARY PATCH Applied Notice
A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance
approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is
liable for hazards or damage resulting from the prosecution of the work.
PFI_Utilities 17-REPAIR OF EXISTING FACILITIES Applied Notice
Work under this permit shall include repair of existing facilities (roads, ditches, etc.)as may be necessary, as determined by
the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit.
Corrective work shall be done at the applicant's expense.
PFI_Utilities 19-PRECONSTRUCTION MEETING Applied Notice
Before initiating any construction activity,the applicant shall coordinate with the City's inspector, Trent Brickey at
971-228-9269,to establish a preconstruction meeting.
PFI_Utilities 20-NOTICE TO COMMENCE WORK Applied Notice
The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged
inspection, and after completing work covered by the permit.
PFI_Utilities 21 -PERMIT/PLAN ON SITE Applied Notice
A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan
and all amendments shall be readily 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 these must be approved by the City, in advance of work
performance.
RECEIVED
MAR 1 ° 2020
City of Tigard Cl 1. � of PGA'D
C
ENGINEERING DEPARTMEN ',NN'!,iC��NCINEERINtJ PFI#: Z�Zo-o�oq
T
Public Facilities Improvement (PFI) Permit
PROJECT INFORMATION TYPE OF WORK
Project name: Sandburg Sub-loop W TYPE 1—Franchise Utility Work
Brief description of project: Bore/trench to place conduit, fiber, performed by NWN,PGI?, orutirnty
agency
utility vaults along SW 72nd Ave and along SW Sandburg St. ❑ TYPE 2-ROWSidewalk/Driveway/Sewer
Work performed for the purpose of:
• Sidewalk installation or repair
• Driveway approach installation and repair
SITE INFORMATION • Sanitary sewer lateral installation and
Alongthe East side of SW 72nd main lute tap
Location (address if available): ❑ TYPE 3—Full Scale Development Work
Ave at SW Sandburg St; along both sides of SW Sandburg St. performed with land use approval which
I SS l� I 1 S 83 includes any of the following:
r • Subdivisions or Partitions
APPLICANT INFORMATION • Street widening
CenturyLink National • Mainline installation for sanitary sewer,
Name: stoma sewer, Tigard water, and Tigard
Mailing address: 214 E 24th St water service area
City/State: Vancouver, WA Zip: 98663 ❑ TYPE 4—Small Cell Technology
Phone:
503.467.6422 ❑ 'TYPE 5—Tigard Triangle
Email: Todd.Hurd@CenturyLink.com Phone: 503-467-6422 NOTE: Type 1 and 2 applications may be
Contact name:
Todd Hurd emailed to m its q,tigard+x.nuv.
Phone: 503.467.6422 Email: Todd.Hurd@CenturyLink.com
CONTRACTOR INFORMATION ❑ Same as applicant
Name: North Sky Communications, Inc CCB Number: 208747
Mailing address: 10860 SW Clutter Rd City/State: Sherwood, OR Zip: 97140
Phone: 503.949.8195 (Brandon Stavang) Email: bstavang@northskycomm.eom
ENGINEER INFORMATION
Name: K&B Technical Solutions; Attn: Matt Oliver
Mailing address: PO Box 2529 City/State: Clackamas, OR Zip: 97015
Phone: 503.650.6041 x222 Email: Matt_Oliver@kbmail.net
ADDITIONAL INFORMATION
Estimated value of work is required(if over$5,000):$ 100,000 (Within the public tight-of-way)
Is work related to a LAND USE DECISION? ❑Yes R No Case number:
Cityof Tigatd • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.*rd-or.gov • 503-718-2421 • Page 1 of 4
APPLICAN ,-'S
NOTE: Person speed as`Applicant"shall be designated"Permittee"and shall provide financial assurance for
work,if required by the city pursuant to TMC 15.04.140.
r With the exception of a utility operating pursuant to a valid franchise or ficoiue with the City of Tigard,when the owner and the applicant
are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner
or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this
application. Franchised or licensed Utilities are not required to obtain the owner's signature on the application.
I,the applicant,certify that:
• To the best of my knowledge,all the information provided xAthin this application package is complete and
accurate.
• The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the
subject property.
• If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the
conditions and limitations of the approvaL
/�t�vatr
Matt Oliver(Authorized Agent) 3/13/2020
Applicanes or authorized agen s signature Print name Date
Property owner's signature(if required) Print name Date
STAFF USE ONLY
Case No:?�P j ZV26209-7 Perinit fee: Received by: A-L- Date:' (00
Approved by: 7/x'1 �r Date: 3h71ZO20 Notified by:�Date:
Cityof Tigard • 13125 SW Hall Blvd. Tigard,Oregon 97223 • wwwtigard-orgov 1 503-718-2421 • Page 2 of 4
DEVELOPMENT ENGINEERING FEES
Public Facility Improvement(PFI)Permit:
INITIAL PFI PERMIT FEE
Part 1- Required submittal fee is 101/6 of the Net PFI Pertnit Fee See below for calculations.Minimum of$300.
NET PFI PERMIT FEE
Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee).
WATER LINE CONSTRUCTION FEE
Part 3: All public water system improvements engineer's estimate X 12%.
FOR STAFF USE ONL� FOR STAFF USE ONLY
WIRELESSTYPE 4: SMALL
CHECKLIST
Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch
showing:
Under the wireless facilities standards,is the proposal
❑ Dimensions
considered?(check all that apply): ❑SmallCell ❑Macro ❑ Street Name
How many install sites are proposed as part of this permit ❑ Site Address
application?
TYPE 3-Must provide 4 sets of plans(sized 24 x 36
or 22 x 34)and an electronic version of all submittal
The proposed equipment is located on which of the following: items. The plans must that include:
❑Public Right-of-Way ❑Private Property
❑ Cover—Site,Viciniry,Abbreviation,Legend
If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc)
type&use: ❑ Street(Plan,Profile)
❑ Water,Storm and Sanitary(Plan Profile)
❑ Water Quality Facilities
❑ Grading
❑ Landscaping/Tree Plan
❑ Composite Utility Plan(Electrical,Phone,Gas, Storm,
Sanitary,Water,Signage,Street Lights,etc.)
❑ Details
❑ Traffic Sight Distance
❑ Signing and Striping
❑ Street Light Plan and Photometric
❑ Engineers seal/signature
❑ Sheet label(project land use name,revision and plan
log block,dates and sheet numbers.)
❑ Engineer's Construction Estimate
Additional Submittals
(per land use conditions,if applicable)
❑ Traffic Report
❑ Storm water Drainage Calculations
❑ Geotechnical Report
❑ Preliminary Access Report(Sight Distance)
❑ Proposed Plat
❑ Pathway Design
❑ Water Provider Approval
City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.fgard-or.gov • 503-718-2421 • Page 3 of 4
CL -
a of Pavement
1 � Ditch
Streetlight 1 •—•—•—•—•— —•—�—•—
Fail bri.
a -CL) - �
,y 1 - I Existing House
Existing ;
in Driveway
Loi
E I F—
'xia"00
E0 � Shop I
i
Powerpole 1 I o l a 1
�y
1 p FropertyLme----------
iI Fina Hydrant(FH)
� � I
1 I Scale: 'I"=M'
� 1 I
TYPE 1 AND TYPE 2:
MINIUM SKETCH RFIQUIRENIENTS (Put N/A if not applicable)
� I I
' I I
i ; I
North arrow Property lines &dimensions Existing utilities locations
(sewer,storm,water)
Street&street names All existing structures
Proposed work Existing curb or edge of pavement Utility&street light poles
Existing S/W or D/W apron Slope of property Trees
City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-ocgov • 503-718-2421 Page 4 of 4
MATCH TO SHEET 2
CONSTRUCTION NOTES
z R 1. ALL WORM AREAS TO BE RESTORED TO LIKE OR
BETTER CONDITION.
r
FROM 34-03(SHORN W SHEEP IN LF 36* TO `'
2. AL OTHER UTILITIES ARE BASED OFF EXISTING
LI 'DORE 312'(W)TO PT-02 ATA 4N.OF J6' LOCATES OR NN11T STRUCTURES,
I3BELOW GRME AND MACE(3)-1.5'COMM11I5. 3. R 5 THE CONSTRUCTION CONTRACTORS
P A dGCING. TO CALL FOR LOCATES BEFORE
- r,r,SW WDBDRG ST LEGEND
i
FROM PT-01,BORE 3T(NE)A7
AT POLE AMC3, WIRD nLQ S.D.B.
A�N.��'�W GRADE ET6M1 VAULT yr-OT.BdIE Ts'($E)AT A W. fMrtFLTKMYI DRILL —--—
N A!D PLACE(3)-1.5'CONDUITS ANRISER- ;q AVID. TRENCH
OF 36'BETON GRADE 10 EXJf INE Poplf-
I OF-1MY AND PUCE(1)-2-CONONL __NAMF
z PROPOSED VAULT TYPE
_-
ViNFR
L r, PROPOSED LOCATION a 1'M' _ EXISTING UTILITY'POLE ®POLE
ER
TOTE O
BORE/RECDEMEG Pit-01. _ La PHOP05ED RISER a
`tea a
BOflE/NECEMNG PT
♦ —.,r__—.,.— p
AND/OR STREET CUT
U � \� 60D3 RRNR RT NAY
�.. 7,LWIN
lJ PROPERTY LINE — —
_� V _� 67' _.�� FACE OF CURB
EDGE Q PAVEMENT
.. PUCE TEM.l(N8 VAULT VT-01 330081 7. EXISTING SOLIYALK
w A7 PROPOSED LOCATION. CTLN
EXISTING STORM pU1N
EXISTING STORM MANHOLE
-_ SW 72ND AVE "' 7EXISTING STORM INLET
STREET-CUT A ArA'AREA di ASPINLT FROM VAULT VT-01,BO _ - _ EXISTING SEWER MWOIE
FOR RECEIVING PIF-02. AT A UK OF 5C BFROM POE 5003,BORE 67'(N)AT EXISTING WATER
IID RACE(3)-FS'COWR A MIN.OF 36'BELOW GRADE AND EXISTING FIRE HYDw
PLACE(1)-4'COMMIT. IXSTNG GAS
EXISTING POWER VAULT/PED
EXISTING STREET UGIT
/' /' sn----+n—.n - -'v--•,• — — u{� ESISINC TELEPHONE
EX5ING TELCO VAULT/PEO -
N 4150.UDLITY
S $
MISC.UTILITY VALET/PEDESTAL C
I
7291 SW TECH CENTER DR
Lwwl(3)4Wa.;AMS CwftryLink
—
w/u/m ao zu Ween,./t
w Izzm au. oxnw _
IV W2 W L(S4 tlfY'TFE ^-LYKYf
rrnT14WW.
no us�l m
Innauglrert.rme wa-ew.lWz.aa
eye_ NNNNrt1:NN»rm:reN ra'.a.lsaaw.
..5� -AOTM:Vft AwR Sx 8z CRMIMyt63n 1lPz
IOGTgN:awTaa A...m Nw NSYuyN
tu' m' IiPM.nRN/!]A
Lle.mwaebrv_�IL_r.�rr
CONSTRUCTION NOTES
1. ALL WORN AREAS TO RE RESTORED TO OKE OR
BI BETTER CONDITION.
2. ALL OTHER UINITIES ARE BASED OFF E)WNG
7135 SW SWDLIURG ST N I 7095 SW SANDBERG ST LOCATES OR UTILITY STRUCTURES.
B 7. R S THE CONSTRUCTION CONTRIOCIRS
RESPONSIBUTY TO CAL FOR LOCATES BEFORE
P K
LEGEND
1
DIRECTIONAL DRILL
A TRENCH _ ___
�ia —rm� sn sn NAME
,. :/..
PROPOSED VAULT QTYPE
0VVNFR
C(WK TIMM POLE PCLFRDOWNIE
DDRE/RECEMNG PIT
FROM PR-03(SHOWN ON SHEET 3).CONTINUE TO BORE - -.., REMIX/REPLACE SIDEWALK
342'(W)TO PO-D2(SHOWY ON SHEET 1)AT A MN.OF AND/07 STREET CUT
36'BELOW GRADE AND PUCECONdWIS. aF7
w —'� - - - SW SANOBIIRG SI_ - - - - _ W RIGHT OF WAY
w W PROPERTY LIRE
Z
y = FACE Of CURB
O —__ —__—_____—__ _____�..—..— .�..�. �������.�.r�..J�1.._ O EDGE OF PAVEMENT
(34n__—_ EXISTING SIDEWALK
c
_ •-. - _-._ WING STORM DRAT
N
-ra -ra- ---,z ,rc - Joc'. EXISTING STORM MANHOLE
V
Q�
EXISTING STORM INLET
EXISTING SEWER
EXISfINC SEWER MANHOLE
N 3 EXISTING WATER
EXISTING FIRE H}DWNf
DOPING GAS
@ a 3 EXISTING ELECTRIC
O05TINC POWER WWAT/PED
DISIINC STREET LOHf
EXSRNC TELEPHONE
EXTSTING TELCO VAULT/PED
MISC.UDUTY ^.
7190 SW SANDSURG ST 7160 SW SANDBURG ST MSC.LRILM VAULT/PEDESTAL
CenturyLink
x oa T/.
!. MIE NOR p9IFlEP ^f
WrrnWYw.
CWB9NMMI��W —..
.�,EeMel(3�
E6VEL9EN FPER:MFRF Tam n,m-w3seT9sn
NOEI
EEERMq NQB T�in4e13W W+.
� ��� VRQIECT MABER'.NSIF319-Nfi!%%tlI11:LINON-111iaJ-11
IOCI.TBN:9W]AJ Air xM SH 9.mury 91
� 10' IV T'¢O,OR 9Y1D
hW YNva51_SrMAOIn.ir MA611_MnRpq
CONSTRUCTION NOTES
7095 SN SANDBURG ST K TAr LOT 2STOl DD01100 7051 SW SANDBURG ST 1. �R ATO BE RESTORED TO LIKE OR
2. ALL OOSH MMES ARE BASED OFF EXISRMG
R LOCATES OR URLITY SIRUCMES.
3. SPTHE MCOESRESPURSSBY CJLL FORCONTRACTORS
BEFORE
X11 DcclRc.
LEGEND
1
TRENCH
ORRL .-_______-_-
TRENCH
��
NAME
PROPOSED
PROPOSED VHAT �gO�l�NER
DOsnNG IRRIN POLE ®FOIE ID
_.: - .. BOTS/RECEMNG PIT .__.
9011 PIT-Bl,BORE 312'(N)M PIT-02($HINTREMOVE/REPIAOE SIDEAMLK ,
ON SHEET 1)AT A MN.OF 38'BELOW WOE AND/OR SIRES!Ulf L--'
N
AND PLACE(3}15 COMM. .
2
—SW SAMBING ST— — — ROOMR WAY+ CEOFPROPERTY INE —
N FAQ OF CURB - •^�
- .. .. .r—1 STREET-CUT A 8'MA'AREA OF i o EDGE OF PAVEMENT
3/Y L T�"�ARPHNI FOR BORE PO-03. _. IXI5RNG SIDEWALK
'
� .____..—._�_�'_. -__ - a 'ALK -
_ —.--_—.
EXMNG STORM DRAIN
EK6RNC STORM MN"N
u. Y EXISTING STORM INLET
o� �a
�•• ne
r«-
•—_.•• V —_• ••— 21Y o •• •• •_ O EXWK SEWER
�. YT-02 un - mal'— - - = EXISTING SEWER MANHOLE
V T 3 CT N FROM PII-0.T,STREET-CLEF A 9'..T AREA OF v g F EXISTING WATER
i� ASPHALT TO TRENCH 15 (5)Al h MN.GE 38' ¢ EXISTING FIRE HYDRANT
�! I BELOW GRADE AND PUCE(3)-1.5'CONOIM. S - _ EXISTING GAS
- EXISTING ELECTRIC
EXISTING POWER VWLT/PED -
- X EXISTING STREET LIGHT
1 REMOVE/REPLACE A 5',N FLAG OF SIDEWALK
AM PLACE NEW 3018 VALET Vf-02 AT FROM VAULT VT-02,BORE 217'(E)AT EXISTING TELEPHONE u.
PROPOSED LOCATION. A MIN.OF 36'BELOW GRACE AND MOND TELCO VNJLT/PED
1 FROM VNAT VT-D2,TRENCH Y(S)AT A MN.Q PLACE(3)-I.5'CONDUITS. MISC.UTUTY VAULT/PEDESTAL O
I 36'GELOYI CRADE TO FXIT THE 9(XiT-OF-WAY
AND PEACE(1)-2'CONDUIT.
7160 SW SANDBERG ST TAX LOT 2SIOIDCOM01 7100 SW SANDBURG SI
Level(3T..v.`;�►�Centurylink•
.�M,ILT
i c�/ly.n xo. oxuuu RL.rsion F
W � oaYls.zo u.o. + orsiawu
c nlr xc � i
Call ala.rou W9.
,....LMM3
_ F
LEVEL]EN MER:TWONUN-6 ,"7WII
Sp ENOMEER FIRM:M T.INMCW�
PNO UNLIMBER:MSfB]b-NOVM7(GTNOR� W-tldm
LO TMJN:SWT A-"SW 9 ,Sl
TW.Aca CITY!
'MYMy9LM14R8WwJUM2 V.m'YY.A
1l;IAll 1'v2U' .&.s. l Di N
R
w CONSTRUCTION NOTES
y I. ALL MURK AREAS TO BE RESTORED TO LIKE OR
7000 SW SANDBURG ST T B 6975 SW SANDBURG�ST �( 6955 SW SPNDBURG ST BETTER CONOrtgN.
\\`�✓/I �� I I 2. ILL OTHER UTILITIES ARE BASED OFT DOSIMG
ww I LOCATES OR UIRm STRUCTURES.
tl 3. R IS THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY 10 CALL FOR LOCATES BEFORE
x \ Ip p \\L LEGEND
DIRECTIONAL GRILL
T - .
x f A I a TRENCH ...
NAME
-n--rl. _ _.. PROPOSED VAULT D TYPE NER
EXISTING UTILITY POLE OWER
POLE IDa
FROM VAULT VT-04(SHOWN ON SHEET 5),CONTINUE BOIE/RECEMNC PIT
TO DORE 270'(N)Al A MIN,Q 36'BELOW GRADE REMOVE/REPLACE SIDEWALK --T
���
AND PUCE(3)-A.5'CIN ITS. - ARD/OR STREET CUT f__T
�� - -;084' — __ - —_ _ RIGHT OF WAY —'— —
SHAT FOR A 4'X4'AREA OF7 SA SANDBURG SiI PROPERTY LINEASPWLT FOR RECFNWAG PIT-04., r� FACE OF CURBL— --�• N EDGE OF PAVEMENT
7051 SW SANDBURG S< / — r (� Or EXISTING SIDEWALK
FROM WIT VT-03,BORE 08'(E)TO PR-01 U DMING STORM MANHOLE
>„ AT A MIN OF 36'BELOW GRADE AND RICE ,xf—Aa_ - Q _ �uR�
___.. ING STORM
(3)-1.5'CONDUITS. %^— _—~"� --"^-----'^ ""•-. �2 EMINCEWER INLET —
- —
EXISTING SEWER MANHOLE
STING WATER
DUSTING
Li ? DMFARE HYDRANT
o e � I EKISIINC CAS
E 1 E EIISTENG ELECTRIC
L S T 't99 _ E%ISIING POWER VAULT/PED
PF1 RACE
A 5'LVA FUR OF SAT I DISHING,STREET LIGHT
-03��Np TINE NEW 3018 VAULT YT-03 AT \q,Jl - ..
V 3008 PROPOSED LOCATION. E%ISIMG TELEPHONE
O1LN COSTING TELCO VAULT/PED
4.00' �RJV FLBSC.UTUTY W�
S - 7100 SW SANDBURC ST
MISC.UfA1TY VA0.T/PEDESTAL OO
5.00'S/ FROM VAULT VT-02,CONTINUE TO BORE 217'(�
C0__ AT A MIN.OF 36'BELOW GRADE AND PLAICE
1 Imo. o (3)-1.5'CONDUITS.
6'�Ox Q' _ 4 w aw ao �SFj
MATCH TO SHEET 3
O SH Ld1 O*Ys" J CenturyLink-
s—B RJ
w/Aum a a. .Lu. aenswx A
m/TE uX a Y. oRN.vwL
Mo. wJE ua wsic oFnJw wwLx1
Kw SrMMn.r ....
LEVEL JEMFIRM MB
ll.ABF.MR
HgMFERINC FRN:Y30 TtlxYel pMy.
FRQ.ECf NSW7
LN5469y.M.p}} IM-W1F}11ERT
rr�r,:�.rtitis f.`GTgN:6W RANT Rue atl BNBMIfYMftp81
0 10' 20' TIPN.OR 9IZIf
6wJ+NBLFeQap JJ4p_ILMRY_I.b.pq
SIPLf: 1'�GC' b.ET. 1 ry tt
MATCH TO SHEET 8
CONSTRUCTION NOTES
�. 1. ALL WORN A"TO BE RESTORED TO LIRE OR
500 uvDE en'• BETTER CONDITION.
IO CGIR1
F
6955 SW SANDBURG ST e r 6 00 2. ALL OTHER UTILITIES ARE BASED OFF EXISTINGIEXISTING5/W �� LOCATES OR UTILITY STRUCTURES.
6,00' 19A0' Is.DO 6.00'
� r E 3. R 6 THE CONSTRUCTION CONTRACTORS
125.00'��25.00' lit \ RESPONSIBILITY TO CALL FOR LOCATES BEFORE
r 11tm DIGGING.
} 33 L LEGEND
y I a I k OPECTOW DMLL
TRENCH
NAME
PROPOSED VAULT OOOWNER
TYPFOIBIING UIIUIY POLE ®OW ER
n,
— BDRC/RECEMNG PR
rac me / FROMCORN R AN Vf-OA,BORE TTY AROUND THE ANTI
UDEWNIf E--T
CORNER AND(E)AT A MN.OF 36'BELOW THD/qt STREET CUT L__x
CR/M AND PULE(3)-1.5'COMM.
--_ / RRNH OF WAY
FROM WWLT K-01,BORE 27V(N)ToPR-0/(51gWW i PROPERTY LINE _-:•—.
a Br — —
ON SHEET 4 N.OF J8�BELOWOE AND WADEi
F )AT A Y � h FACE OF CURB �
W 1 1 PLACE(7)-15-CDNgR15.
- -5W SANDBURG ST - --_ -. _ /�. EDGE CAPAVEMENT
IXISiNG sSIDEWALKoLwuR -�
p �•_ -�L.�_.�_ -_ ExmING STORM MAN
F - -
� � 170• �-r- --�.� .,.p ✓ IX6HNC STORM MANHOLE _
_ - _- ' IXISONG STORM INLET
IXLSIINC SEWER
yT� �4 F]fSTING SEWER MANHOLE
`w� `ops EXITING WATER
CTLN
EXISTING FIRE HYDRANT
9:151NG GAS
W a—
� � EX5IINC ELECTRIC
r REMOVE/REPLACE A 6'.6'FLAG OF SIDEWALK w DOSING POWER VAULT/PED
AND PLACE NEW 2436 VAULT VT-ON AT
w PROPOSED LOCATION. IXSRNG STREETLIGHT
EXISDNG TELEPHONE
O _ R EXISTING TELCO VAUD/PED
710D SW SANDBURD ST 6960 SW SANDBURG ST MISC.UOLTIY -----
U MISC.URUFf VAULT/PEDESTAL 'J
Q
-- �_— —� —� — �, x L,w,l1(3f.AR. �► CenturyUnk-
a ns-mnv
x w/ro/zc u.o. au. xens- E r
m/+z�zo uo. �.. owranu
ra wzc Lw uvc wniuc :ouucur
............
LEVEL9EMEEER TOEfNN-WJM!M2Y
BIO.EFRMA flflY:YdBTSNiI Yiw
PHO.ERMIalEE11 NE10.9]ELILETm1 QIdM4n�
LCGTIOX:BW 18dxw.tl EYfYr�raplY
p� .IPIQ ,
'Tw'a..b.e0. dv
SL E. 1._20,
CONSTRUCTION NOTES
6955 SW SANDBURG ST 1. ALL WORK MEAS TO BE RESTORED TO LIKE OR
BETTER CONDRON.
1. ALL OTHER LRILRIES ARE BUDD OFF EXISTING
LOCATES OR UTIUTY STRUCNRES.
j 3. R IS THE CONSTRLCR N CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES W ll
BIGGNc.
' LEGEND
DIRECTIONAL IX20.L
TRENCH -----------
___
NAME
.h :AAAAA�----���YYYYYII PROPOSED VW El TYPE
F
sh
nM�
x.--
- x.-w... -,.�:;, u..- ,• EIf15TING UIIlPONE
11Y ®PolE D
F.
BOTS/RECEMNG PR
REMOVE/RERACE SDE*kX
FROM VAULT VT-01(SHOWN ON SHEET 5),CONTINUE TO `L,.. `• AND/OR STREET CUT L__1
-..-. -•-_._ BORE 177'(E)TO VUT VI-05 AT A MN,OF 36RIM Of WAY •.
BELOW GRADE AND RACE(1)-1.5"CONDIITTS.SW SMDBURC ST __- PROPERTY UNE -FROM VAULT VT-05.BORE 115'(E)AT FACE OF CURB .r -
Ln - - A MN.OF 36'OEM GRADE AND r_ EDGE OF PAVEMENT ,+
w RACE(3)-15 COIDIWIS. DTTNG SOEWALK -- �.-
w $ S vT-0s OWN STORM DRAM
w _ '.rr--.a __�_ _a
_ �e CIMINO STORM MANHOLE u
O __ 'Lf .ff�:'¢, ciLN e y -.BATE: 215' pp DISIING SfORLT NLET
r (17n EXTNO SEWER
EXWK SEWER LMNDLE
x
D%TNG WATER
� 6 - , I i --'- -� �' w L L � DT6R0 FAD HrBIwNr
mm-i'(s).MDUD THE rATv PEDESTAL. - 1 REMDVE/REPIACE A 8'N'FLAG Or MMX DISRIG GAS
AT A MIN.OF 36'BELOW GRADE TO ETR THE 4 AND PLACE NEW 3018 WAT VT-45 AT & Ex6R0 ELECTRIC
RQT-OF-WAY AND PLACE(1)-2'CONDUR. PROPOSED LOCATION - ,L EX6TNG POWER VADLT/PED
CTU STREET LOTTT
OWN TELEPHONE
t EXISTING TELCD VAULT/PED
a I I MISC.UIBRY
MSC.UTILITY VAULT/PEDESTAL
8
t1950 SW SnNDPURG 51 a � � 6800 SW SPNOBURG 57
Level(3Y.. .
.M CenturyUnkr
uo.
IMP
3.
LEvnaeq.erc r..wr.-Em�.T..uz
_ ENpMEFAM iFM IfY T.LM1.c.19oWw.
..rn� LMAM W Ny61b-NsZ Ndiy1.b11M]
LOCATpN:WWTdmA 8W T.�.WN
TIPd dL.fID
ww+..tN.mwaeN.ox'Na_
RCONSTRUCTION NOTES
- 6825 SW 6ANDBURG ST
1. ALL HORN AREAS TO RE RESTORED TO LINE OR
REMDVE/REPLACE(I)-5'.6'AND(1)-6'r6' BETTER CONDITION.
FLAGS OF SEEWALK AND PUCE NEW 3018 2. ALL OVER UTILITIES IRE EASED OFF EXSTNG
TROY PT-08(SHOWN ON SHEET 9),CONTINUE VAULT VT-07 AT PROPOSED LOCATION. LOCATES OR UIXITY STRUCTURES.
TO BORE 31S(E)AT A MIN.OF 36'BELOW 3. R ONT
IS DE ORUCDON CONTRACTORS
GRADE AND RACE(3)-I.5'CONDUITS. FROM PIT-O6.BORE 70'(W)AT A RESPONSIBILITY TO CALL FOR LOCATES OEM
z WN,OF 36'BELOW MADE AND OIGGIN6.
RACE(3)-1.5'CONDIWIS.
REMOVE/REPLACE A 6'4'FUG Or SIDEWALK LEGEND
j FOR BORE/RECEW PR-06. -—
rt s DIRECTIONAL WILL
TR�. TRENCH ..-....-.--.
VF-07
3048 �'1 NAME
o �OTLN L'- "' PROPOSED VAULT �J TAPE
4.w--r•..` -- %,rte. OWNCu
w �-
_ ' V U i 8 C%1571NG UTUfY POLE ®OERID
N _ .—T"3. ._ )^' •« '° __ _« ., _sem..ap. mu- a. BORE/RECEMNG PT
o
1- (313 --—••1—t--- -e STREET-CUT A/kS'AREA OF ASPHALT FOR RECEMNG . REMOVE/REPLACE SIDEWALK --
U PT-07 THEN TRENCH 8'(N)TO VAULT N-07 AT A MN. —s,_ AND/OR STEET CU `-
OF 36'BELOW MADE AND RACE(3)-1.5'CONDUITS. rRu1 PT-06,BIDE AIr(K)AT A
1_ MN.OF 3K BDOW CWUOE NO ROD'OF WAY
SW SADBURC ST �� RACE(3}13'COMM PROPERTY LINE
FROM VAULT yr-os(SHOWN ON SHEET 6),CONTINUE — _ FACE OF Cure
rTO BOE 215'(E)AT A MIN.OF 36'BELOW GENE I EDGE Or PAVEMENT
/
AND RICE(3)-1.5'CONDUITS. , o _ DXSIING SIDEWALK
IL _.• - -VT-06.. •-.__. S_^'_,�._ . . E%ISING STORM DRAIN
W 3018 1 EA51NC STORM WNFOLE
(2Ts� a�_�� cTLN � g .- r� DOSEW STORM INLET
O T _.__,N: V ---`��r « - .�.. - EA'SINC SEINER
EI(51NG SEWER MANHOLE
U EWING WATER
Q EX6ING FRE HVAW
_ E 399 PAS
REMOYE/RERACE A 6'.6'RAG Or SOEWMK O10IMG ELECTRIC,o
AND RICE NEW 3018 VAULTM EXISTING
-06 AT •°` EXSTING POWER VAULT/PED
PROPOSED LOCATION. RMUCE A 6'.6'FUWMX OF K
- FOR 80FEjU ODINC.RT-01 EXISTING STREET LIGHT
FROM VAULT n-06,BIDE/D(E)AT �w-' � EXISTING TELEPHONE -
A MN.OF 36'BELOW BADE AND EXITING TELCO VAULT/PED
PLACE(3)-75 CoNom a/ MISC.UTILITY
MISC.UTI11Y WMKT/PEDESIAL ;u)
6900 SW SADEUK T I -'°`� 670C SA SANDBJRG ST
L*W0(3Y.WIN.:;-Cenkwy Unlr
.w„
I �J/IA/]0 Y0. JN. 4C'�SgN A 1
w. a.,c FK DES04ovnw xMuar
EA!N1iIBK.�c rpY1W 11WAPrM'd
AlplFIWq NM[NAe r.ellrarm
w.s.�-�M .IMA[RMA.WA!!NM1M.Il®I df.1>I6b11
-� 1Of1TI0N:WTAIM�IeBMB.Im1yN
INMMW.Kt.sq _ bf
SC.NI F'. 1*=30' 1Y!r r 6 u
CONSTRUCTION NOTES
6955 SN'SANOBURG ST I. ALL WORK AREAS TO BE RESTORED TO LIKE OR
BETTER CONpIpN.
FROM PR-08(SHOWN ON SMD 9),CONTINUE TO BORE 2. ILL TUTILITIES INE BUSED OFF ETfI$ING
313'(E)TO PR-07(SHOWN ON SHEET 7)AT A MN.OF a LOCATEESS OO R UTILITY
STRUCTURES.
36'BELOW GRADE AND PLACE(3) 1.5'CONDUITS. \ I 3. IT a THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES BEFORE
DIC,ONG.
LEGEND
DRECTMNAL DRILL —--—'
N R w PROPOSm VAULT
s
w u. - w. —4.—,•. ,`moo_ i EXISTING UTILITY POLEPOLF ID
U. 4w
y�OWNF N
_ p �r+E/REa Rc PIT
I- _ _ :I. - (3u') F REMOTE/REPULE SIDEWNI(
AND/OR STREET CUT
Q Q PN;11T OF WAY
SITSAI�BIAC S<- PROPERTY LINE
- - FACE Of CURB
EDGE OF PAVEMENT '
EXISTING SIDEWALK
DUSTING STORM DRAIN
EXISTING STORM MANHOLE
- EXISTING STORM INLET
�r DZTING SEWER
N - A _.,\F--✓- E en :�. �, __�✓ + f DOSING WATER MANHOLE
DOSING NUTTER
DOSTNG FIRE HYDRIIAT
it
DOM OAS
t ( DOSING ELECTRIC
x 1 / DOSING POWER MAULT/PED
DOST G STREET LIGHT
EXISTING TELEPHONE
x I EXa1N9G TELCO VAULT/PED
I rI Mac.UTUTY
MISC,UTP MWLI/PEDESTAL
6960 SW SANDBURG ST 6900 SW SANDBURG ST
i
•��_ CenturyUnlr
I J u. M-MLT
oa/le/Io a 0. Rf•SON/I
OJ/Iii EO 40, J4. pxv'M4
0•\F Iq[C pR/F1MV ^A'y4FM
ILMM9EMRelEER Tvtl M.N-50f bF6VI
_ EMIbIEElifq iW!NEBTMxe l3MUN+n
_ _ a PRQECTMII®llbeE.i'0-xn"- x:ilrv(lu M'!]1
LCGIRMI:BW.811 Aw.q SW S.Mup 51
li'tl.011 EFb]
'N\rElMele.m.e ewen_rcuMa v..n•IPq
V-xa' .DIT e a u
MATCH TO SHEET 8
CONSTRUCTION NOTES
" I_,30'FROM FOC(VAR) 1. ALL WORM AREAS TO BE RE90RED TO LINE OR BETTER CONDUXIN.
6955 SW SMOBURG S t 2. ALL OTHER UTILITIES ARE BASED ORF EGISIIHG
� � 3
LOCATES OR UTILITY STRIICTIWES.
( ) -aha ' - -- F 03' 6.X—
FROM PIT-0&BORE 313'MOUND THE CORNER AND E - ":r{� 3. IS THE CONSTRUCTION CONTRACTORS
() R RESPONSIBUTY TO CVL FOR LOCATES BEFORE
TO PR-07 SHOW ON SHEET 7 AT A MIN.OF 36" a ,� DIGGING.
BELOW GRADE AND RACE(3)-15 COIgDBS
1 _ LEGEND
s> 6 PROPOSED LOCATKPI OF e' I I
3 aREDTKNeI DRILL —--—a'eA'BORE H oe
TRENCH
NAME
PROPOSED YAULT O TYPE
OED
OWNER
IXUTILITY POLE ON
FID
y+___ �YJY" _ T��— •��W_ J ,� /y" BORE/RFIE/RNNG ECEPR
RDIM/REPLACE SIDEWALK
MD/OR STREET CUT E -A
Q —`T-- - — _.�a �.
— I FROM NT-08,BORE 23Y ARIXND THE .� RIGHT a WAY _ mc
CORNER AND(N)AT A MN.OF 36`BELOW °' y� PROPERTY LINE
` - GRADE AND PLACE(3)-T.5"CONCURS. j 1 j FACE OF CURB
1 0 — —SW SANDBURG ST — .— _ —� EDCE OF PAVEMENT
d d/ DOSIMC SIDEWN.K
8 \/ IN
D(SW, STORM MANN
E%511NG STORM MMIgIE lui
IXSTMG STORM NIST L
U E%ISTING SEWER
EXSiMG SEWER MANHOLE
DUSTING WATER
-- -----. —�+ / DCSW FRE HYDRANT
—_.rrc __—s_ra---.mac "''r`—~x----•• —u• /
EASING GAS
KK EXS MC ELECTRIC
IXISIING POWER VAIILi/PED
DMINC STREET LIGHT
EX751MG TELEPHONE
7100 SW SANDBURC ST 'R 6960 SW SANDBURC ST EXISRNG TELCO VAULT/PED
MISC.LRIU11' .,•
MSC.UOUIY VAIAT/PEDESTAL
e
CenturyLink i
os/rzim o.
so. ons w omc ow
NIWrrY11Ab11. 3
E..,...
EENGMEEA'.TW IMtl-IpJAQINII
,
ENGINEER 'NflBiMiy ByWle
PROJECT NUMBERVMaER.N518]39M.13W1 CN.1011i-11
_ �_ �s JawiiuN.sw�zne nm.e SW e.m.ys
.• � �r ro. rgsn,ca srzn
-sve•m+es_r.aneaaw_�_...r+n
1•" see . ar 1e
^ --- CONSTRUCTION NOTES
SHIFT BORE TO FOC AND CONTINUE 10 BORE 1. ALL WORT(AREAS TO DE RESTORED TO LINE OR
23T(N)AT A MIN.OF 36'BELOW GRADE BETTER COMORION.
7000 SW SANDBURI Si \ 6975 SW SANCBURC STI AND PUCE(3)-ti CONDUITS. 6955 SW SANDBURG ST
2. ANIS O ULi ENDS OFF EMIS'RNG
snizuOTU
FR0M VAULT VT-0A,BORE 68'(S)AT 4.O0'''FROM SCAN r I 3. R 6 THE CONSfR11CIpN CONTRACTORS
A MM,OF 36'B"GCDN;C�M.
RESPONSIBILRY TO CALL FUR LOCATES BEFORE
PUCE(3n _� R `< DIGGING.
PUCE NEW 1730 VAULT NT-OB3o PLACE 2436 VAULT VF-08 AT PROPOSEDSKM-TO-SNM IN FROIlf OF'T3 / LOCAIAN 5.00'BEIIINO TOC, z o I < LEGEND
M POWER VAIAT. z _ ____DIRECTIONAL PULL
GRADE 6'(E)A7 A LIII,OF 36 BELOW TRENCHCiLN 2436 GRADE ALA PLACE(3)-15•colours �Vi-03R CRN 9, A8 = NAME
1730 ` 1 W PROPOSED VIJJLT O OWNV .n__ _ AJER
n OAWER
00
DOSTI G UNLM PO POLE
CEMNG _A
\ / I - •_ -
REMOVE/REPACE
SSOEN/LK
STREET
w
RCJR OF WAY
SW SANDBURG Si- - - PROPERTY UNE --
i
FACE OF CURB
EDGE OF PAVEMENT
7051 SW SANDBURG ST 1 ':i- /• _sn� ._ .,.- - - - _ D09ING SIDEWALK
1 _ -___._ _--._ ___-_••.____ EIOSTING STORM IXWN
EXISTING STORM MANHOLE
LET
EXISTING STORM INLET
EXISTING SEWER
--..w.-
1 C7O57ING SEWER MANHOLE
FROM VAULT VT-10(SHOWN ON SHEET 11), > EXISTING WATER
s
CONIINIIE TO BORE 310'(E)AT A MIN.6Y.� DUSTING FIRE HYDRANT
36•BELOW GRADE AND PUCE(}�1.5• L f 8 DOSTING CAS
CONWMn.. I U Ik EXISTING ELECTRIC
EXISTING POWER VAULT/PED
a G EXISTING STREET LIGHT
it a
o @ EXISTING TELEPHONE
USING TELCO VAULT/PED
7100 SW SANDBURG ST misc.UTMY ---
MISC,UTILITY VAULT/PEDESTAL 'J
6.00S/W
jjj i4UO 00' 6100'
LGLIW )as SAM*Centur ink
MATCH TO SHEET 11
a.r�.. 6s-eum
f OJ/IB/]0 N0. ;IA PCISgN I 1
CJ/1}ji0 M.q glryiNµ
ry.JC [XG DELT D '. ^.pIICM
GM 1.IOnr IN
L.eMel(3)
LEVEL3ENGINEER.iMGHUC-W3.b11193
_R ELTNMKR:11546. N6 11
LWATION:SW n.Aw.Y SW SwM0ug8l
X iX' iG' T9XG.ORStt39
:AXMWp81_6ar�ry&lbpJll®_YwiiYq
scut: r'=xo' a a u
CONSTRUCTION NOTES
7035 SW SANDBURG ST TAS.OR 25101DO01100 7051 SW SANDBURG ST 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR
BETTER CONDITION.
2. ALL DRIER UTILITIES ARE BASED OFT EXISTING
LOCATES OR UTILITY STRUCRX3S.
RIFROM VAULT VT-10,BORE 310'(E)AT
R A MN.OF 36'BELOW GRADE AM
m S. R 5 THE CONSTRUCTION CONTRACTORS
PUCE LFII 7048 WWA.T VF-10 PUCE(3)-1.5'CONCURS. Y RESPONSIBILITY TO CALL FOR LOCATES BEFORE
LL PROPOSED LOCADIDIN, I
LEGEND
E LL - DIGaNG.
3 R
� � aPECTI0N1 atlll
8 o W-10 _ h 8 $ o w TRENCH ----------
3048
CTLN sn—__. sn z. .. AME
N PROPOSED VAULT ❑V NTYPE
owNER
aER
T H
= EXISTING IIDLIIY POLE POLE IID
W ~1 �. U
_ _ -. 11 _ - __ _ G BDRE RECEMNG PIT �_...
0 7=9M
J STREET-CUT AN 8'A3'AREA OF ASPHALT TO TRENCH o
��I```LLL��I"`LLL 14 (5)FROM V/JILi VF-10 A7 A YIN.OF 36' °_' REM0s2/RFPI/CE SIDEWALK
2 BELOW GRADE AM TACE(3)-1.5-CONCERTS. I ANO/OP STREET cur
C, - - -. -SW SWDBURG ST- - `- - - RIGHT OF WAY - ..
SrREET-cuR AN 64'IAEA OF PROPERTY LME ;x
ASPHALT FOR BORE PIT-%. FACE OF CURB -.
PIT-OB,BORE 343'(W)TO PII-10(9IOW11 pl EDGE OF PAVEMENT
_. 17)AT A W.OF 38'BELOW GRADE MID _•-- P_•_-. •-.. -__---,-- EXISTING SIDEWALK
ORM DRAIN
-.- N
PACE(3)-13'CIIIIIIIIJIM
_ EXISTING STORM MANHOLEIt
NN
EXISTING STORM INLET C
DUSTING SEVER
EXISTING SEVER MANHOLE
Tp 3 EXISTING WATER
` I �
EXISTING FIRE NYa7NlT
A A DYSIMG GAS -
P RISING ELECTRIC
�----- i I EKFiIING ROWER VAULT/PED 7J
EXTSTM6 STREET UGHI
1 A
p EX19Mc TE1fPFI0HE
r I EXISTING TELCO VWLT/PED
M15C.Urnm .N -
1 A MISC.UTILITY MT/PEDESTAL O
7180 SW SANDBURG ST I I TAX LOT 251O1DC03801 I @ 7100 SW SANDBORG ST
Level(3) CenturyUnk-
a�anx,
W z mnerzo. �u. I,
ons;.,oww�
IMP 14. MIE iING I !:CYYEM
OAf11Y1b10LY.
DNurN�p _...—
f��.ffLtflLf•L
LEVEL31!GMM TUMMx!-bW.NT.6@_
_ ENGMEERMGfHt:If6N TMxtliJJbr.
.w�� iROJER MA.TIER:M6MAIB-N.IIDI!(CTLM dtdl1T 11
LCGM1TgH:SMI1Tq Ml MBMMMRA
��r'-br.�� T4.1.01181ID
I --�' ',MB.wnIIYSAaemelar®_f.�aA
ALE: 1-=20' lMsr:n pf H
CONSTRUCTION NOTES
1. ALL WORK MEAS TO RE RESTORED TO LIKE OR
8 BETTER CONDITKKI.
2. ALL OTHER UTILITIES ME BASED OFF DISING
7195 SW SMOBURG SI 7095 SW SANDBURC ST LOCATES OR UTILfTY STRUCTURES,
8 3, IT S THE CONSTRUCTION CONTRACTORS
RESPONSIBILITY TO CALL FOR LOCATES BEFORE
/� DIGGING.
LEGEND
0
DIRECTIONAL WILL -___
N TRENCH
rrc an sv
NAME
an
- !� M n-�M rn xn PROPOSED VAULT mTYPE
p _ g_EOWNER
W ,z a o-� �`�"` � °`. -._.w-o• m s - — �w—.ate_-_��a3--�—,�
STGUTMY POLE ®FIXE D
_ — - ____•—. a BORE/RECEMNG PIT
O REYOVF/REPVLE SIDEWALK
OF T•(—� � MO/OR STREET CUT
r — — — — SW SMDBLWC ST— — — — .— _ H RIW OF WAY
FROM PR-O9(SHOWN ON SHEET 11),CONTINUE TO BORE FACE OF CURB
313'(F)TO PLT -10(SHOWN ON SHEET 13)AT A LIN.OF x
0
36'BODO GRADE AND PLACE(3)-1.5 CONDU TS. - EDGE OF PAVEMENT
0 0CUSTRIC SUVALK
_ o -
...
s-
.. IXSRNC STORM DRWN
EXISTING STORM IMNYILE �b
�„ -_ °».- ._ •rc ,., ,,. •— _.. U. �.r� .. 8, urw� u. �,
EXISTING STORM INLET O
EXISTING SEWER —..•__
IXSTIIG SEWER MANHOLE vl
3 s ENISTNG WATER
EXISTING FIRE HYDRANT
R �✓R E DOSTNG GAS
DlSW POMERIG
E7fISiING POKER VAULT/PED �
EKlsnwc STREET ucxr
DISRNG TELEPHONE
D(TSTNG TELCO VUAT/PED
NSC.UIILRY - ,•<
7190 SW SMDBURG ST 7183 SW SANDBURG ST NSC.UOLTY VAULT/PEDESTAL
1 Lersl(3)a �.o Ne CenturyLink
3 03/18/30 V.0 JN 11Cr6gN I I
1 03/13/30 V.O. JY. tlNfJN4
RI MIE N0 CES pWilxG MWEM
ir..ef6tl...
EA E RMFIRM.c.Wrd-fiWA@lb1II
ENGNEEPNp FIflM:N6Biyxiy Bp.YM1.
_ _� PIb.ECT HUNTER:NSa&1]I.M.l32LI CiLH ORSMR-1
�, � LOGTIpl:9VI]2N Mro etl 8W8MINM
SLN.f: 1=20' ben IE a u
MATCH TO SHEET 12
yyy� I e CONSTRUCTION NOTES
1. All WORK MEAS TO BE RESTORED TO LINE DR
BETTER CONDITION.
FROM Rf-09(SHOWN ON SHEET 11).CDOMMUE
TO BpS 313'(W)TO RT-10 AT A ML OF 38' 2. ALL OTHER UI6 ARE BASED OFT EXISTING
@ I I I BeDW FAME AILD PUCE(3} NDUIS IS COa RR
IX LOCATES OR UTILITY SIRUCRIM3,
i s 3. R S THE CONSTRICTION CONTRACTORS
13500 SW 72ND AVE i S N 1185 SW SANDB'JRC 6T - 1 e RESPON3eILIlY i0 fA11 FOR LOCATES BEFORE
DIGGING.
u r:
LEGEND --—
R t _ ORILL
t
J�• 6.0C INCH ------""...
Jc d - NAMF
PROPOSED YAIAI TVN
a I - - -. -[
pOW(gFR
n o S a N EXISTING UTILITY POLE ®FOIE
p� 1r11LT VF-11 SMO NET mwwlg P rim T - 1 -- PROPOSED RISER
}meg—�'•-11�•n---� 1W�fR TIf1RD POW IPFMMD-00016. .
. a f I o
BOPE/RECEMNG Pfr
T6. -7'l�
N
r
RE /REPLACE SIOENAI(
AND/OR STREET CUT
1
3.0C RNiR OF WAY -ten
_• -� -_.___ _ - I _-__ _ __` _ PROPERTY UNE
FACE OF I' S EDGE Or PAYMENT -�•�
SW 72ND AYE— -h _ ,I{ DISTING SIDEWALK --_ -
v FROM VAMLT Vf-11.BORE 158'(S(70 -- (_ _ - SW]2N0 nVT - DOSONG STORM DRAIN
in-10 AT AMI.OF 36'OELON EasmDasnNG STORM INLETMANHOLE
/ GRAM AND PLACE(3}I.5-CONDUITS. SIREET-CUr A 4'0'MEA OF IX6RIG STORM NIEf 1=.
ASPHALT FOR RECEM1NG PIT-10. IXLSTNC SEWER
EXISTING SEWER MANHOLE
COSTING TIALLI YT-11,BORE st'( 'v COSTING WATER
.VT-12 AT A MN.OP 36'BELOW GRADE NA EIRSING FIRE H}U2W/T
3C0�1N �0. RACE(3]-1.Y CdO1AR.
-�.. .� � NG Gly
DaSTNC EIEC
TXIC
V
USTNC POWER VAULT/PED
,. c,
�\ y r r� V �'11�r��—+n- EJ(61RIG STREET L1GFIf
NG mER
DWITI
ET(ISIING TET CO vrAur/PEo
RACE NEW 3048 VAULT Vr-12 g MBC.URNIy
AT PROPOSED LOCATION Ib'
NDFM THE� M6(.UTILITY VAULT/PEDESTAL ll
R
13535 ST 72ND AVE IL 7400 SW CHERRY DR I 7291 SW TEC4 CENTER DR 1
Level(3)4.-- a CenturyLink"
a I
uonanc 1
.a pvE «c
Call lm
CWRL�Wnt�y
ENMEEWWEER KART
_ - — ENGNEERMGfRM:M6BTe-N62l J
VR T.NlMBER HG.&].'A-x e+YA11CILMdId01Y-11M
�w"�•�' LCGTION.T M.M wd5W 5wmugN
��I Nw.uR 0 10' ipb.OR WTlJ
� 9w L..••v 5_Sn..6q hm•A
6'MIL I ! vWI.. ,:� .. 1 ==.w
12"
ell
36,in mm I .
-----------
-T
TYPICAL DETAIL - # TYPICAL DETAIL - 42 TYPICAL DETAIL - 03
ar
TYPICAL DETAIL - #4
/(4)N*
U"W--l"t r .M I�Amasmea®
TYPICAL DETAIL 05 kov4d(3)---"-' CenWryUnk-
Vag
NM M.MS y
•(4).314 .0.
wnxtamn
uvaaef0affzfa reef MWMn
KeuerJMNMMIa-IIW2)
reales
Tiod.M9TLa
T 1. r 1.
Page 52 2011 Edition
Bicycle and Pedestrian Accommodation Diagrams
The following practices and details address the accommodation of bicycles
and pedestrians within work zones. The fallowing detail drawings should be
incorporated, where appropriate, into the traffic control plan for any short
term work.
1. See Section 1.6—Bicycle and Pedestrian Considerations for additional
guidance.
2. Stay alert for pedestrians and bicycle traffic and accommodate safe
passage for them, as needed.
3. The work space should be protected from bicycle and pedestrian
intrusion by using barricades or closely-spaced channelizing devices.
4. Maintain access to transit stops or clearly close a transit stop using
barricades or channelizing devices.
Bicycle Accommodation Diagram 5-6
Bicycle Accommodation Principles:
1. If a significant volume of bicycles can be expected and work closes a
marked bicycle facility, or requires bicycles to share a travel lane,
install a"(Bicycle) ON ROADWAY"sign (CW11-1) or the Bicycle
symbol (W11-1) sign with an "ON ROADWAY" (OBW1-5) rider, in
advance of the work area.
2. Install temporary signing off the paved shoulder, within the planter
(buffer)strip, or share the width needed between the shoulder and the
sidewalk, as available.
3. Signs are to remain in place until the surface is restored and the width
made available for bicycle use. See Diagram 5-
6 for typical bicycle
signing placement.
Sian Spacing and Buffer Lengths(feet)
Posted SPedng Between Signe 'Buft
Speed A B C SPM
2D 50
25 100 100 100 75
30 100
35 350 350 350 125
40 ISO
45 180
s0 Soo S00 5o0 210
S5 250
60 285
65 700 100 100 325
70 365
Chapter 5 September 2016
2011 Edition Page 53
Bicycle Accommodation Diagram 5-6
i
NOTES:
• Bicycles on Roadway(CW11-1)sign should not
interrupt standard sequences. For example:
I
o BE PREPARED TO STOP/Flagger Symbol
oLANE CLOSED AHEAD/Lane Ends
_
Symbol
• Bicycles on Roadway sign typically follows ROAD
WORK AHEAD sign and used as general warning.
I
I
I
I
I
I I
I I I
I I A
I I
I I
I I
I I
I I
I I
I I i A
I
I
I I
I I�
I I
I
B -
I I
f ♦ i� ON
1 I I ROADWAY
I I
I I C
I I
I I
I ROAD
I I� WORK
I AHEAD .
September 2016 Chapter 5
Page 54 2011 Edition
Pedestrian Accommodation Diagrams
See Diagrams 5-7 and 5-8, below, for pedestrian accommodations in work
zones.
Pedestrian Accommodation Principles:
1. If the work impacts the sidewalk or pedestrian facility, provide a safe,
accessible path, where practical, in accordance with the requirements
of the ADA.
2. If not practical to match the width of the existing pedestrian facilities,
maintain a 4-ft minimum width.
3. Unless a reasonably safe route can be provided through the work
space, pedestrians should be appropriately directed with advance
signing to cross the road. Do not divert pedestrians into travel lanes.
4. Install pedestrian closure or detour signing on Type II barricades.
Make every practical effort to satisfy the following:
• If work closes a sidewalk or sidewalk ramp, close sidewalks at a point
where an alternate crossing point or route can be provided. Minimize
the amount of out-of-direction travel for pedestrians.
• Use a combination of"SIDEWALK CLOSED" (R9-9), "SIDEWALK
CLOSED USE OTHER SIDE" (R9-10), "SIDEWALK CLOSED AHEAD
CROSS HERE" (R9-11), and "SIDEWALK CLOSED CROSS HERE"
(R9-11 a) signing to direct pedestrians to an alternate facility.
• Where there are business destinations between the nearest crosswalk
and the work area, close the sidewalk at the business access nearest
the work area, where practical using the SIDEWALK CLOSED sign.
Include the SIDEWALK CLOSED AHEAD CROSS HERE sign at the
nearest crosswalk prior to the closure.
Chapter 5 September 2016
2011 Edition Page 55
Pedestrian Accommodation, Mid-Block Diagram 5-7
The sidewalk should be closed at the nearest intersection on each side of the
work area when a safe, ADA-compliant path through the work area is not
available.
- BWEWM1LI(«1)BFD &DEWAIXCIDEED
Of AHEM
Cf1p88 XEflE
CROSS XERE
24X12
Type-W1- 24x18
(MountonB(II)L) Type W1
SIDEWALK
CLOSED
24x12
Type-W 1-
(Mount on B(II)LR)
(2 Regd.)
StoEwux aceEo
aioEw,w�anE® Nino
or 4�
CR099 MEM _
24x12 24x18
Type"W1- Type 8
(Mount on B(II)R)
September 2016 Chapter 5
Page 54 2011 Edition
Pedestrian Accommodation Diagrams ,
See Diagrams 5-7 and 5-8, below, for pedestrian accommodations in work
zones.
Pedestrian Accommodation Principles:
1. If the work impacts the sidewalk or pedestrian facility, provide a safe,
accessible path, where practical, in accordance with the requirements
of the ADA.
2. If not practical to match the width of the existing pedestrian facilities,
maintain a 4-ft minimum width.
3. Unless a reasonably safe route can be provided through the work
space, pedestrians should be appropriately directed with advance
signing to cross the road. Do not divert pedestrians into travel lanes.
4. Install pedestrian closure or detour signing on Type II barricades.
Make every practical effort to satisfy the following:
• If work closes a sidewalk or sidewalk ramp, close sidewalks at a point
where an alternate crossing point or route can be provided. Minimize
the amount of out-of-direction travel for pedestrians.
• Use a combination of"SIDEWALK CLOSED" (R9-9), "SIDEWALK
CLOSED USE OTHER SIDE" (R9-10), "SIDEWALK CLOSED AHEAD
CROSS HERE° (R9-11), and "SIDEWALK CLOSED CROSS HERE"
(R9-11 a) signing to direct pedestrians to an alternate facility.
• Where there are business destinations between the nearest crosswalk
and the work area, close the sidewalk at the business access nearest
the work area, where practical using the SIDEWALK CLOSED sign.
Include the SIDEWALK CLOSED AHEAD CROSS HERE sign at the
nearest crosswalk prior to the closure.
Chapter 5 Seplember 2016
Page 56 2011 Edition
Pedestrian Accommodation, Intersection Diagram 5-8
For work near an intersection, close crosswalks and/or sidewalks as
necessary when safe passage cannot be maintained.
24x12
ps
Type'W1
(Mount on B(II)LR)
ROAD
WORK
AHEAD,
(Optioneq
��aux«
�y
BroEWNI(C1fIBED CROBB HENE
u7 / SIDEWALK 24x12
24x12 CLOSED Type-W1"
Type'W1' 24x12 (Mount on B(II)LR)
(Mount on B(II)LR) Type"W7•
(Mount on B(II)LR)
... ...
wEwtix cwa®
,viEw
cnoes�
24x18
Type-W1'
(Mount on B(IQR)
ROAD
WORK
AHEAD
0 tonal
( Po )
Chapter 6 September 2016
Page 84 2011 Edition
Stationary Lane Closure with Flagging Diagram 320
Diagram 320 covers total closure of one lane of a two-lane, two-way
roadway. See the detail inset for the layout if using a single flagger to control
both directions of traffic on low volume roads(less than 400 ADT)with good
sight distance as discussed below.
1. Use truck-mounted flashing warning lights on work and protection
vehicles. See Section 4.3—Lights and Lighted Signs for exceptions.
2. For added visibility, a truck-mounted arrow board or PCMS in caution
mode may be used.
3. Flaggers at each approach are required if any of the following
conditions exist:
a. Night Operations.
b. Work space is over 200 feet in length.
c. Sight distance is less than 750 feet from each approach
through the lane closure.
d. Traffic volumes are greater than 400 ADT.
4. The length between the Flagger Ahead signs shall not exceed one
mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one
mile.
5. Cones should be used to outline the work space when curves or other
roadway alignments prevent clear direction for the motorists to pass
the work space safely.
6. Cones along the work space are recommended when posted speeds
are 45 mph or greater, when working under heavy traffic or when travel
lanes are narrower than 11 feet.
7. Extended queue signing (see Diagram 5-4) should be used when
traffic queues extend beyond the initial advance warning sign.
8. When flagging near an intersection, the"Flagger Ahead" (CW23-2)
sign should be visible to traffic entering from any side road. Additional
advance warning and Flagger Ahead symbol signs may be placed on
the side road(s).
9. Sign set-up and flagger placement shown may be used for intermittent
full road closures of 20 minutes or less.
10. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should
be considered on high volume or high speed roads, or when extended
queues are expected.
Chapter 5 September 2016
2011 Edition Page 85
Stationary Lane Closure with Flagging Diagram 320
0
¢ C
rL
w
o�
w¢� \ o
11LL
maw 3
¢0 I ~
Cl-
-C
m
------------ ---i I •• Loa
1 st I •• >o 0
I I • 15
I t
E� M� a��
� c �. ��{ I • 1 m
o •
OLE �� •
O o v �. •
cd
vY®
- . e a
�2 lItV. �� III m y
in ��
Sign Spacing and Buffer Lengths(feet) c
Pasted 5 acin Between Sl ns "Buffer"
Speed A e c Sp.. 0
20 50 i¢� O.
25 100 100 100 75 0
30 100
35 125
350 350 350 150 O Y(q�
45 180 0 0=
50 500 500 500 210 ¢ @ Q
55 250
60 285
65 700 700 700 325
70 1 365
September 2016 Chapter 5
Page 106 2011 Edition
Diversion into a Continuous Left Turn Lane Diagram 430
Diagram 430 shows work in the travel lane(s) next to a continuous two-way
left turn lane with one direction of traffic diverted into the continuous two-way
left turn lane.
1. Use truck-mounted flashing warning lights on work and protection
vehicles. See Section 4.3—Lights and Lighted Signs for exceptions.
2. For added visibility, a truck-mounted arrow board or PCMS in caution
mode may be used.
3. When two or more travel lanes are reduced to a single lane before the
diversion, each lane shall be closed separately. Layout traffic control
according to ODOT Standard Drawing TM 852 for 5-lane sections.
4. A shifting taper(L/2) may be added in the diverted traffic direction
across the continuous two-way left turn lane (as shown). This option is
recommended when the speed is 45 mph or greater.
Sign Spacing and Buffer Lengths(feet)
Posted SpsdnsBetween signs "Buffer"
Speed A B t space
20 so
25 100 100 100 75
30 100
35 350 350 350 125
40 150
45 1B0
50 S00 S00 500 210
55 250
60 285
65 700 700 700 325
70 365
Chapter 5 September 2016
2011 Edition Page 107
Diversion into a Continuous Left Turn Lane Diagram 430
Rono
WORK
AHFAD
B
Il t
CENTER
LANE
MEAD
,�E�e
A
II
U2 I • I
— Buffer
Protection Vehicle
w/TMA(both Optional)
See Chapter 4
Buffer
•
• LJ2
I •
•
•
U2 • I A
I
lyt B
ROAD
WORK
AHEAD
September 2016 Chapter 5
Page 118 2011 Edition
Lane Closure at Intersection with Flagging Diagram 620
Diagram 620 covers work within an intersection when normal traffic control
must be interrupted. Work vehicles may or may not be in the work space.
1. During flagging, traffic signals shall be turned off. Contact the road
jurisdiction for approval and assistance (see Chapter 3).
2. For multi-lane facilities, traffic approaching the intersection shall be
reduced to a single lane on each approach. See Chapter 3 for
information on flagging through intersections.
3. There should be one flagger for each approach. One flagger may
control two adjacent approaches if sight distance, low volumes on side
roads, and flagger position allows for safe operation and clear direction
to motorists. For low traffic volume intersections(fewer than 400
entering vehicles per day), one flagger may be used.
4. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should
be considered on high volume or high speed roads, or when extended
queues may be expected.
Sign Spacing and Buffer Lengths(feet)
Posted Specin6Between Signs "Buffer"
Speed A 8 C Spam
20 50
25 100 100 100 75
30 100
35 350 350 350 125
40 150
45 180
50 500 Soo 500 210
55 250
60 285
65 700 700 700 325
70 365
Chapter 5 September 2016
2011 Edition Page 119
Lane Closure at Intersection with Flagging Diagram 620
ewn
NON
AHEAD
4 t
B
BE
ro
4 B
A (apb-"
nao
1ODt MM
AHEAD
11 A BJT
B c
Buser
F
I®a
,ma M-c
C B B A
RDAD
Nam ro 1008 Ld.
POAU
IHFM I1
(apwnd) A
•
B
arEvaaEo
ro s�oF
B ovw.e
t t c
JIFF➢
September 2016 Chapter 5