HomeMy WebLinkAboutMFP18004242DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP18004242
IVR Number: 18004242
Permit Informaon
Permit Name:Puget Sound Energy Gas Permits
Address/Locaon :08/01/2018Application Date:8663500040Parcel Number:303 SW LANGSTON RD
Permit Type:08/13/2018Issue Date:Franchise
Permit Work Class:08/13/2019Expiration Date:Minor Utility
Job Number:107055734Franchise Type:Natural Gas
Description:Crew to extend new 2" MPE 7 gas main from existing 6" main on SW Langston Rd. Restoration per City of Renton
Standards.
Contacts
Name Address PhoneTypeBilling
ANISH KUMAR
PUGET SOUND ENERGY - GAS -
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Applicant
Stuart Bennett
Infrasource Services LLC
14103 Stewart Rd
Sumner, WA 98490
B: (303) 419-8755
H: (425) 677-5197
C: (713) 985-6489
Contractor
Business License Number: BL.036742Construction Contractor: INFRASL871C2
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
ANISH KUMAR
PUGET SOUND ENERGY - GAS -
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Specialized
Billing
X
General Condions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
This permit and plans must be posted at the job site at all times.
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 | Published: 3/30/2017
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 3/30/2017
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the
Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for
trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour.
All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Puget Sound Energy
107055734
Anish Kumar
253-208-2183
anish.kumar@pse.com
303 SW Langston Rd 98057 107055734 - Ladera
Occupying E bound lane of SW Langston Rd for crew to extend new 2" MPE-7
gas main from existing 6" main on SW Langston Rd (55' E of C/L on Lind Ave SW & 4' S of C/L).
Pavement cuts anticipated. Restoration per City of Renton standards.
PSE/Infrasource 253-208-2183
INFRASL871C2 BL.036742
7/18/2018
MFP18004242
Scott Warlick 8/2/2018
Holly Powers 8/10/2018
CITY OF RENTON
TRAFFIC CONTROL PLAN
PROJECT NAME: PERMIT#
CONSTRUCTION COMPANY: PHONE#:
CONTACT NAME: PHONE#:
ADDRESS: CELL#:
E-MAIL ADDRESS: FAX#:
PROJECT LOCATION: N/E/S/W OF:
WORK TIME: APPROVED BY:
WORK DATE: APPROVAL DATE:
OFFICE COPY T-
CONTRACTOR
DEV. SERVICE, INSPECTION P. MILLER
DEV. SERVICE, PLAN REVIEW B. BANNWARTH
POLICE CHARLES KARLEWICZ
FIRE FIRE MARSHALL FS #13
Permit Holder agrees to all the following:
• Comply with all traffic regulations of the City of Renton and the State of Washington.
• Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for
all street and lane closures, and the plan shall be performed in compliance with the Manual on
Uniform Traffic Control Devices.
• Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
• Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200
through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
• Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments,
including all costs of defense and attorney’s fees incurred in defending against same, arising from and
related to implementation of the approved traffic control plans including claims arising from towing of
private vehicles and the acts of the Permit Holder’s agents and employees.
• The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or
judgment, and in such event shall indemnify and hold harmless the City for any such claims paid,
including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim.
• In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder
will pay for legal counsel chosen by the City to defend against same.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address
traffic or pedestrian safety or travel.
• By my signature herein, I acknowledge all the above requirements.
PRINT NAME: DATE:
SIGNATURE:
Reset FormPrint Form
107055734 - Ladera
PSE/Infrasource
Lee Brown 425-417-8620
6905 S 228th St, Kent 98032
lee.brown@pse.com
303 SW Langston Rd
TBD
9/1/2018
Anish Kumar 7/18/2018
MFP18004242
Scott Warlick
8/10/2018Monday - Friday
8:00AM - 3:30PM
SKETCH
I
-- NORTH --
I
NOTES:
• Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by sketch or reference to WSDOT.
• The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three
working days prior to work.
• Approved Temporary Traffic Control Plan must be at the work site during work hours.
• Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected
by a temporary lane or road closure.
• Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded.
• Total road closure lasting more than 24 hours is subject to the approval by the City Council.
• Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
• Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
• Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
72 hours in advance of effective date and time.
• The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
• Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop
(3555 NE 2nd Street).
Lind Ave SWSW L
a
n
g
s
t
o
n
R
d
Stevens Ave SWStevens Ave SWSTOPSTOP
217
221
SW La
n
g
s
t
o
n
R
d
SW S
u
nset
Blv
d
Hardie Ave SWHardie Ave SWSW Harri
s
P
lSTOP
SW Suns
e
t
B
l
v
dSTOPSW L
a
n
g
s
t
o
n
R
d
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
BE
PREPARED
TO STOP
W20-7b
BE
PREPARED
TO STOP
W20-7b
W20-7A
W20-7A
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
BE
PREPARED
TO STOP
W20-7b
W20-7A
100'
100'
200'
200'
200'
200'
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
SPEED
LIMIT25
SPEED
LIMIT25
Tie In
25' Trench
SIDEWALK
CLOSED
DETOUR
SIDEWALK
CLOSED
DETOUR
INVENTORY:
8-UTILITY WORK AHEAD
3-BE PREPARED TO STOP
3-FLAGGER AHEAD
2-FLAGGERS
2-SIDEWALK CLOSED
PED DETOUR (1L)1(R)
20-CONES
CUSTOMER:
CONTACT:
LOCATION:
DATE:W/O #
Designed By:
Robert Pratt
Off: 503-723-7287 Ext 1013
Cell # 503-539-0548
WATCP@KNDSERVICES.NET
WSTCS#010077
ORTCS#05152
PSE
Greg Harwood
425-424-6425
K&D Services, as the preparer of this traffic
control plan makes no representation as to its'
general adequacy or being approved for implementation.
Approval must result from the Traffic Engineer or
other Public Official having statutory enforcement authority
in the jurisdiction. Utilization and implementation of this
plan shall be a result of that approval.
Ref. MUTCD 2009 6A-01 (10)
Notes:
1. Maintain ped. access to
and through crosswalks
2. Maintain Min. 10' lanes
3. Maintain local access
4. Notify Transit Authority
at least 48 hrs. in advance
of bus stop closure
5. Traffic control plan and all
devices shall comply with
MUTCD, PROWAG & WSDOT
6. DEVICE SPACING
Flag Taper 20'
Signs per WSDOT
Tapers per WSDOT
7. 28" Cones
36" Barrels
48" Signs
24" Paddle
8. Adjust to field conditions
NOT TO SCALE
NOT TO SCALE
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
Legend
Cone
Flagger
SIDEWALK
CLOSED
DETOUR Sidewalk Closed Ped Detour (L)
SIDEWALK
CLOSED
DETOUR Sidewalk Closed Ped Detour (R)
W20-7A Flagger Ahead
BE
PREPARED
TO STOP W20-7b be prepared to stop
UTILITY
WORK
AHEAD W21-7 utility work ahead
Work Area
303 SW Langston Rd
Renton WA
05/09/18 107055734
Lane Width 10'
Posted Speed 25
Flagger Taper 50'
Buffer 50 '
Sign Spacing 200'+/-
Devices Taper 20'
Devices Tangent 40'
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
MFP18004242
SW 3RD CTSW LANGSTON RDSTEVENS AVE SW'LOT 303''LOT 307''LOT 311''LOT 315''LOT 323 N''LOT 335''LOT 329''LOT 323 S''LOT 317''LOT 309''LOT 301''LOT 227''LOT 223'6" MPE IP 4'S109074720-2012DEACT 2" STW 16'S UNKNOWN6" MPE IP 4'S109074720-20125/8" MPE1998-E 316198'W 18'W3'E 2'N18'E22'E8'S 3'S24'E 2" PE IP 7'E792088 2" MPE IP 3'E109074720-2012113'W 5/8" MPE1998-E 312LIND AVE SWSTEVENS AVE SW21720'road a road b"A"25.5'55'25.5'40'"B"POWERONLY
Owner / Developer Contact InfoofficeATTN:CONNER HOMES12600 SE 38TH STREET, SUITE 250BELLEVUE, WA, 98006JIM BERGER 206-849-7057THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)GENERAL NOTES - GAS (JOINT TRENCH):1" = 50'105087806107055734Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to twoworking days prior to construction. 1-800-424-5555Notify appropriate permitting agency prior to job start (see permit requirements).Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosionand Sediment Control and any additional local jurisdiction requirements.Any change in route, pipe size/type, tie-in method or additional main footage must be approved by theappropriate Engineer/Project Manager.Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities.Check box on report for wire box (Test Lead) installation.Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas OperatingStandard 2525.2500.To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown onthis design, unless approved by the appropriate Engineer/Project Manager.System MAOP denoted by System MAOP = 45 PSIGInstall Main Valves out of traffic where possible.Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed.Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE GasOperating Standards 2525.1200 and 2525.2300.If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ .Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE GasField Procedures Manual 0812 and 0813.Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400.Unless otherwise noted: All pipes installed in plat to be 2" MPE-7. All crossings to be Yellow 4" PVC. All Services to be 1-1/8" PE. / denotes service stub location. (________') denotes footage between fittings.Customer to dig and backfill on private property or easement only. Trenches must conform to PSE GasOperating Standards 2525.1500, 2525.1600 and 2525.1700.Note all recordable footages, locations and material changes on the as-built in red.Upon completion of the project send the print copy, along with the completed work order, listing crew & actualmaterials used to the appropriate design group.On site pre-con required before start of job.At symbol: install natural gas main piping and fixtures. Size as indicated on tables andwork sketch (gas main is to parallel power system unless otherwise shown on work sketch).Inclement weather conditions may cause delays in construction times and dates.19.20.18.16.17.15.14.13.6.9.11.12.10.8.7.3.5.4.2.1.DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECOP MAPEmer SectGAS WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYCP APPROVALMAPPINGSCALEPAGEENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEELEC Order NumberSAP Sup Order NbrPC APPROVALL. BROWN425.417.8620.A.PAULSEN253.259.17404.25.18C. SNYDER.2.23.18REDT # ( RW-104132 )RENTONLADERA2" MPE-7 GAS MAIN EXTENSION - 13 S/F LOTS303 SE LANGSTON RD, RENTON, WA 98057PUGET SOUND ENERGY1070557341050878061" = 50'1 OF 1KING29CIKNC18SW-T23N-R05E208.080209.080COMCASTDANIEL LAROCHE253.358.5460CENTURY LINKKENNETH LUU206.346.0144RIGHT OF WAYALEX MALESIS425-462-3436PSE Project ManagerLee J. Brown425.417.8620N/AN/AN/A...21.Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500Reviewed and complied with all construction notes.Recorded all required information on the as-built per GOS 2500.1700.Completed post installation inspection per GOS 2525.1200 and 2525.2700.Left the work area in a clean and safe condition.FITTER'S CHECKLISTForeman's Name (printed) ___________________________________ Foreman's Signature________________________________________Company: Potelco Inc Date ______________(CHECK BOX TO CONFIRM COMPLETION)505510929 107055734N/A106336006N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AGASPROJECT PHASENotification #Order #RetirementRelocateSAP SuperiorService StubsService/MeterHP Svc/MSADis. Reg. / FTInd. MSAInd. ServiceService/MeterService/Meter4680 06/11GAS MAIN INSTALLATION/RETIREMENTType/WorkManufacturerPipe SizeTypeEst LengthAct LgthINSTALL2"MPE-721'JOINT2"MPE-7553'Contractor: CONSTRUCTION COST CODES:Cell Phone:Project Manager Contact Information:"Locates Required""Flagging Required"Yes NoYes NoE-Mail:Manager:LEE BROWN425.417.8620Lee.Brown@pse.comN/AN/ASITE PLANxx......... JOINT TRENCH DETAILNOTES:1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. *2. Rocks greater than 10 inches diameter are not permitted in the final backfill.3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.4. Utilities shall not be stacked over the gas line in the trench.5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.* Alternatives to full-width trench shading require PSE approval.Primary & Secondary-Mainline Gas & Communications (NTS)PrimaryDirt PileFinal Grade24" Min36"Min CoverOver Power48"MaxDepthFinal BackfillGas4" Sand BeddingProperty Lineintercept (depth varies).SidewalkCurbLocation of roof drain48" TypicalWidth may vary perNumber of Utilitiesand Conduits6" or 12" Min Sand ShadingOver Gas after Compaction12" MinR/W orExcavated12" TypicalPowerSecondaryPowerTV & TEL12" Min12" MinSeparation4,51,21366" or 12" Min Sand Shading Over Power after Compaction1JIMB@CONNERHOMES.COM NVicinity Map47.4803, -122.2224SITEPOLYVALVE 2" MPE-7 (OPEN)BEGIN JOINT MAIN21'S C/L & 11'W C/L_____'S C/L & _____'W C/L2" CAP EOM/WIREBOX17'S C/L & 132'E C/L_____'S C/L & _____'E C/L2" CAP EOM/WIREBOX17'S C/L & 42'W C/L_____'S C/L & _____'W C/L 2" INLINE TEE17'S C/L & 11'W C/L_____'S C/L & _____'W C/LJOINT 2" MPE-7261' @ 17'S C/L(_______)'@ ( )'S C/LJOINT 2" MPE-7149' @ 11'W C/L(_______)'@ ( )'W C/LINSTALL 2" MPE-7 21' @ 55'E C/L(_______)'@ ( )'E C/LINSTALL 2" MPE-7 143' @ 17'S C/L(_______)'@ ( )'S C/LTEE HV 6"X2" MPE-74'S C/L & 55'E C/L_____'S C/L & _____'E C/LPIPE TABLE - SERVICESDescription of LocationPipesDesignAs-BuiltActivitiesfromtoSizeTypeLengthLocationLengthEFV SeriesLocationLS TWIN2" MAINLOT 303 & 3071 1/8MPE-740( ')W C/L2,600LS TWIN2" MAINLOT 311 & 3151 1/8MPE-740( ')E C/L2,600LS SINGLE2" MAINLOT 323 N1 1/8MPE-735( ')W C/L2,600SS SINGLE2" MAINLOT 3351 1/8MPE-710( ')W C/L2,600SS SINGLE2" MAINLOT 3291 1/8MPE-710( ')E C/L2,600SS SINGLE2" MAINLOT 323 S1 1/8MPE-710( ')E C/L2,600SS SINGLE2" MAINLOT 3171 1/8MPE-710( ')E C/L2,600SS SINGLE2" MAINLOT 3091 1/8MPE-710( ')W C/L2,600SS SINGLE2" MAINLOT 3011 1/8MPE-710( ')E C/L2,600SS SINGLE2" MAINLOT 2271 1/8MPE-710( ')E C/L2,600SS SINGLE2" MAINLOT 2231 1/8MPE-710( ')E C/L2,600Total SS Single811Total 2,600 SeriesTotal LS Single1Total 1-1/8" Pipe =195Total LS Twin2STOP TIMESTART TIMEGAS MAIN PRESSURE & TESTINGTESTED BYSOAPAIRNITROGENWATERSOAPAIRNITROGENWATERSTOP TIMESTART TIMETESTED BYTEST RESULTSPFTESTED BY PSE PRESSURE CONTROL, SEE FORM 1928PFTYPE TEST / /DATE OFFPRESSUREDATE ONDATE OFFTYPE TESTPRESSURESYS MAOPDESIGN PRESSDATE ON2023 03/10TEST RESULTS / / / / / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /STOP TIMESTART TIMETESTED BYSOAPAIRNITROGENWATERPFTYPE TEST / /DATE OFFPRESSUREDATE ONTEST RESULTS / /GASSED UP PIPELINEPIPESEGMENTFOREMAN'SDATENAME60IP 058-45NOT TO SCALECROSS SECTION - (SW 3RD CT WEST OF ROAD A)LOOKING EASTG 17'W C/L PROP. 2" MPE-7NOT TO SCALECROSS SECTION - (SW 3RD CT EAST OF ROAD A)LOOKING EASTG 17'S C/L PROP. 2" MPE 7NOT TO SCALECROSS SECTION - (ROAD A)LOOKING NORTHG 11'W C/L PROP. 2" MPE-7NOT TO SCALECROSS SECTION - (SW LANGSTON RD)LOOKING EAST 4'S C/L EXISTING. 6" MPE 7GGAS POWERLengthX-INGLocationSizeTypeQtyLocationSizeTypeQtyNO.fromto(in)schedeachN-S-E-W(in)schedeach(ft)X1ALOC ALOT 303280160X1BLOC ALOT 3034401EGAS ONLY35X01LOT 223LOC B380125X02LOT 303LOT 3014401W280135X03LOT 309LOT 3032401W380225X04LOT 323 SLOT 3152401W380225X05LOT 335LOT 323 N2401E3801352" SCHED 40 YELLOW PVC (ft) =85 4" SCHED 40 YELLOW PVC (ft) =70130 2" SCHED 80 GREY PVC (ft) 160 3" SCHED 80 GREY PVC (ft) Total 2" PVC Plug /Caps =6Total 4" PVC Plug /Caps =46 = Total 2" PVC Plug Caps10 = Total 3" PVC Plug CapsTotal Glue =1.0PtsTotal G & ESECONDARY , GAS SERVICESECONDARY, GAS SERVICESECONDARY, GAS SERVICERemarks (type of crossing)(Primary, Feeder, Secondary, St. Light, Gas only, etc.,)PRIMARY SERVICE ONLYGAS MAIN ONLYSECONDARY SERVICE ONLYPRIMARY SERVICE, GAS MAINCROSSINGS CONDUIT TABLEELECTRIC ONLYELECTRIC ONLYPOWER AND GAS ARE TO BE IN THE SAME TRENCHMFP18004242