HomeMy WebLinkAboutMFP22001700.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP22001700
IVR Number: 22001700
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:04/04/2022Application Date:1723059136Parcel Number: 615 WILLIAMS AVE S
Permit Type:04/27/2022Issue Date:Franchise
Permit Work Class:04/27/2023Expiration Date:Major Utility
Job Number: 101145506Franchise Type:Electric
Description: REVISION: ADD POLE P07 BETWEEN P05 AND P06. SEE SITE PLANS FOR DETAILS.
Puget Sound Energy Electric CREW TO REMOVE POLES AT P02 (317593 166039), P04 (317591 166054), P05
(317601 166053), AND P08 (317623 166053). POLE INSTALL AT P03 (317589 166044) & P09 (317625 166064). IN
SIDEWALK, TRENCH 80' NE FROM P03 TO J04 (317593 166051 THEN 160' NE FROM J04 TO GRADY/WILLIAMS
INTERSECTION. IN SIDEWALK, TRENCH 180' N ALONG WILLIAMS TO J03 (317621 166063), THEN FROM J03 P09
40' N. BORE 100' UNDER WILLIAMS, THEN TRENCH 110' NE TO P06. POTHOLE ALL EXISTING UTILITIES.
RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
GMD RENTON LLLP 520 PIKE ST # 1010
SEATTLE , WA 98101
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
General Conditions & 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.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
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.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
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.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
܆ Include map(s) showing the location of the project and work area.
܆ Be legible lettering and clear, contrasting, symbols of viewing or printing.
܆ Must indicate street names, and north arrow and scale.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
4
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101145506
615 WILLIAMS AVE S
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
DAN.FOGEL@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP22001700
Scott Warlick CED 4/26/2022
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x 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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x 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 Applicant’s agents and employees.
x 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.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x 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:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
CORRIE RYDBERG
P02
P04
P05
P08
P03
P09
J04
J03
P06 WELLS AVE S22
BUSSTOPWILLIAMS AVE S1515
1213 12
12 12 12
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1
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1
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1 WILLIAMS AVE SS GR
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c-curbc-curbBUS
STOP
ARRW-BRDM6-2W20-5RW4-2LRIGHT LANECLOSEDAHEADW20-5RW4-2LROADWORKAHEADW20-1100'100'100'ROAD
WORK
AHEA
D W20-1X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-11050
S/WCLOSEDR9-9S/WCLOS
ED
R9-9 C/WCLOSEDR9-3DETOURM4-9bCROSS HERESIDEWALK CLOSEDAHEADCRO
S
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E
SI
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EWA
LK
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S
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A
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A
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BUSINESS(ES)/RESIDENT(S)
WILL BE INFORMED OF POSSIBLE
TEMPORARY DRIVEWAY CLOSURE
FLAGGERS SHALL STOP TRAFFIC
IN ALL DIRECTIONS (SHORT DURATION:
APPROX 10 MINUTES) FOR LINE DROP.
MOVE BUS STOP 275' WEST.
KING COUNTY METRO WILL BE
CONTACTED AT 206-477-1150 FIVE DAYS
IN ADVANCE OF SCHEDULED DATE.
NEAREST ADJACENT ST
CROSSABLE CORNER
OR CROSSWALK
NEAREST ADJACENT ST
CROSSABLE CORNER
OR CROSSWALK
BUSINESS DRIVEWAY
CLOSED.ENTER/EXIT FROM
DRIVEWAY FURTHER WEST
ON S GRADY WAY.
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE
LLC
00
0
00
0000
0 NO PARKINGNO-PAR
K FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKTEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
03/15/2022
101145506
0
615 Williams Ave S # HSE, Renton
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
1 OF 4
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
POLE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
VAULTVault
TRENCH
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.MA
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1
MFP22001700
P02
P04
P05
P08
P09
J04
J03
P06 WELLS AVE S22
BUS
STOPWILLIAMS AVE S1515
1213 12
12 12 12
11
1
1
12
11
11
1
1
1
1
1
2
1
1
1
1
11
11
11
11
1
1
1
1
1
1
1
1 WILLIAMS AVE SS GR
A
D
Y
W
A
Y
S GRA
D
Y
W
A
Y
S GRA
D
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W
A
Yc-curbc-curbc-curbBUS
STOP
ARRW-BRDM6-2RIGHT LANECLOSEDAHEADW20-5RW4-2LROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LROADWORKAHEADW20-1100'100'100'ROAD
WORK
AHEA
D W20-1X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-11050
S/WCLOSEDR9-9C/WCLOSEDR9-3DETOURM4-9bCROSS HERESIDEWALK CLOSEDAHEADBUSINESS(ES)/RESIDENT(S)
WILL BE INFORMED OF POSSIBLE
TEMPORARY DRIVEWAY CLOSURE
FLAGGERS SHALL STOP TRAFFIC
IN ALL DIRECTIONS (SHORT DURATION:
APPROX 10 MINUTES) FOR LINE DROP.
NEAREST ADJACENT ST
CROSSABLE CORNER
OR CROSSWALK
TEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
03/15/2022
101145506
0
615 Williams Ave S # HSE, Renton
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
2 OF 4
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
POLE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
VAULTVault
TRENCH
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.MA
T
C
H
L
I
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E
S
H
E
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T
2
S
H
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T
1
MFP22001700
W20-7AP02
P04
P05
P08
P09
J04
J03
P06 WELLS AVE S22WELLS AVE S22
BUS
STOPWILLIAMS AVE SWILLIAMS AVE S1515
1515
1213 12
12 12 12
11
1
1
12
1
1
11
1
1
11
1
2
1
1
1
1
1
1
1
1
11
11
1
1
1
1
1
1
1
1 WILLIAMS AVE SS GRA
D
Y
W
A
Y
S GRA
D
Y
W
A
Y
S GRA
D
Y
W
A
Yc-curbc-curbc-curbBUS
STOP
ARRW-BRDM6-2RIGHT LANECLOSEDAHEADW20-5RW4-2LROADWORKAHEADW20-1350'350'LEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORKAHEAD W20-1ROADWORKAHEADW20-11750
S/WCLOSEDR9-9S/WCLOSEDR9-9C/WC
L
O
S
E
D
R9-3
D
E
T
O
U
R
M4-9bCROSS HERESIDEWALK CLOSEDAHEADNEAREST ADJACENT ST
CROSSABLE CORNER
OR CROSSWALK
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888
-9999INFRASOURCE L
LC
000
0
0000
00 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
C/W
CLOSE
D R9-3DETO
U
R M4-9b100'100'100'W4-2RPOLICEUPO W20-7ABEPREPAREDTOSTOPW3-4350'350'350'W20-7A100'100'100'W4-2RLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'W20-7ABEPREPAREDTOSTOPW3-4100'100'W20-7
A
R
O
A
D
W
O
R
K
A
H
E
A
D
W20-1
B
E
P
R
E
P
A
R
E
D
T
OS
T
O
P
W3-4350'350'350'CROSS HERESIDEWALK CLOSEDAHEADNEAREST ADJACENT ST
CROSSABLE CORNER
OR CROSSWALK
DOJO 3 DRIVEWAY CLOSED.
ENTER/EXIT FROM DRIVEWAY
FURTHER EAST ON S GRADY WAY.
BUSINESS(ES)/RESIDENT(S)
WILL BE INFORMED OF POSSIBLE
TEMPORARY DRIVEWAY CLOSURE
SET SIGNAL
TO FLASH
TEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
03/15/2022
101145506
0
615 Williams Ave S # HSE, Renton
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
3 OF 4
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
POLE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
VAULTVault
TRENCH
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
UNIFORMED
POLICE OFFICERPOLICE
MFP22001700
P02
P04
P05
P08
P03
P09
J04
J03
P06
BUS
STOP
BUS
STOPWILLIAMS AVE S1515
1213 12
12 12 12
1
1
11
1
2
1
1
1
1
1
1
1
1
1
1
1
1
1
9
1
1
1
2
1
1
1
1
1
2 WILLIAMS AVE SS GR
A
D
Y
W
A
Y
S GR
A
D
Y
W
A
Y
S GRA
D
Y
W
A
Y
c-curbc-curbc-curb
BUS
STOP
ARRW-BRD ROADWORKAHEADW20-1350'ROAD
WORK
AHEA
D W20-1X'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROAD
WORK
AHEAD W20-1ROADWORKAHEADW20-11050
C/WCLOSEDR9-3DETOURM4-9bC
RO
S
S
H
E
R
E
SI
D
EW
A
L
K
C
LO
S
E
D
AH
E
A
D
FLAGGERS SHALL STOP TRAFFIC
IN ALL DIRECTIONS (SHORT DURATION:
APPROX 10 MINUTES) FOR LINE DROP.
NEAREST ADJACENT ST
CROSSABLE CORNER
OR CROSSWALK
RI
G
H
T
L
A
N
E
C
LO
S
E
D
A
H
E
A
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W20-5
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W4-2
L
RO
A
DWOR
K
A
H
E
AD
W20-
1350'350'350'S
/W
C
LO
S
E
D
R9-9
ROAD
WOR
K
AHEA
D W20-1ROADWORKAHEADW20-1100'OTHER SIDES/W CLOSE
D
TEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
03/15/2022
101145506
0
615 Williams Ave S # HSE, Renton
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
4 OF 4
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
LEGEND
POLE
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
VAULTVault
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
MFP22001700
N
Vicinity Map
Thomas Guide Page XX
101145506ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
SVC STUB
J-BOXJ
NEW TRENCH LINE
EXIST. 3Ø WIRE
EXISTING CENTER LINE
EXISTING CONDUCTOR TO BE REMOVED
DISCONNECT - FUSED
EXIST. 1Ø WIRE
EXISTING RIGHT OF WAY
PROPOSED PULL VAULTP
EXISTING POLE
DOWN GUY
EXISTING SECONDARY SERVICE LINE
DISCONNECT - UNFUSED
EXISTING STREETLIGHT
NEW POLE
PROPOSED PADMOUNT TRANSFORMER
EXISTING PADMOUNT TRANSFORMER
PROPOSED TOTAL UNDERGROUND TRANSFORMER
EXISTING TOTAL UNDERGROUND TRANSFORMER
HANDHOLE
PRIMARY METERING POINT
WATERSHED RENTON
SCHEDULE 73
OH TO UG CONVERSION
Owner / Developer Contact Info
officeATTN:
GMD Renton LLLP
520 Pike St. Suite 1010
Seattle WA 98101
Kory Knudson 206-579-6634PHONE
CABLE TV
511716414 101145506
108133995
593241992
108133996
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Pole Relocate
Pole Removal
UG Misc&Exp 594147892
101145507
OH Misc&Exp
PRI Wire Removal
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
NOTE:
DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND
INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH
MAINTENANCE, SANDING FOR DUCT, SELECT 5/8"
CRUSH FOR UNDER VAULTS, COMPACTION, ALL
HARDSURACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED).
GENERAL 1.
Pre-construction Notify appropriate City or County 48 to 72 hours or as required by
permitting agency before starting work on any right-of-way involving a permit.
Follow all requirements as outlined by the permitting agency.
Locate and mark all underground utilities prior to start of construction. If there is a
conflict with the intended trench route as shown on the site plan and existing utilities or
obstructions, trench route may need to be moved to opposite side of street.
Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County
authorities during Pre-construction meeting will determine the final trench route.
2. Existing Utilities
Hand excavate (pothole) all marked utility crossings to verify exact location and depth
at point of crossing. Protect underground utilities during excavation. Use hand
excavation methods if necessary to avoid damage. Fabricate and install adequate
temporary structures to support and protect underground utilities while exposed during
construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings.
Maintain 24" minimum separation between new trench or tunnel and parallel existing
utilities or as required by the permit agency.
In the event of damage to an underground utility, notify Puget Sound Energy at once.
Contractor agrees to make work force and resources available at once to Puget Sound
Energy or municipal authorities to repair damage at no cost.
3. Work Drawings
Maintain on site, in good condition, a complete file of all work drawings. These
drawings shall be available at all times to a Puget Sound Energy representative.
Corrections and changes made during the job shall be recorded continuously on these
drawings. All underground electrical facilities shall have a minimum of 36 inches of
cover. Any change must be approved by the PSE engineer or project manager.
Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the
end of the job.
4. Safety
Provide signs, barricades, and traffic control in conformance with local jurisdictions and
regulations. Provide flagging and or other vehicle traffic control as needed in
conformance with local regulations. (see SPM # 100.4000) Provide adequate signage
and protection to traffic during non-working hours. Maintain traffic flow as required by
permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and
bicycles.
Install warning barricades at least every 50 feet along the trench route from the time the
trench is opened until the trenching is complete.
5. Existing Systems
Maintain existing electrical system in service until new system is complete, tested, and
ready for service. Disable existing system only to make cutovers and connections as
directed by Puget Sound Energy's representative.
Provide temporary wiring and connections to maintain existing systems in service during
construction; if a scheduled outage is not possible. When work must be performed on
energized equipment or circuits, use qualified personnel for such operations.
EARTHWORK
See Puget Sound Energy SPM 6800.4050
1. Back hoe, Hand Dug Excavations
Paved Surfaces
Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow
off the edge of paved surface far enough to minimize asphalt disturbance. Repair any
blow out areas (where edge has been broken) by sawing. The depth of the trench shall
be enough to allow 36" of cover . Backfill material shall be Controlled Density Fill (CDF)
cover or select fill (5/8" minus) to meet permit requirements.
Unpaved Surfaces
Conduit/cable trenches are to be excavated just off the existing road edge or in the
shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with
the narrowest width bucket practical or plow. Trench shall be deep enough to allow a
minimum of 36" of cover over the top most cable. All ditch crossings shall have a
minimum of 36" cover from the lowest point within the existing ditch line.
Culverts; when installing facilities under a culvert, excavation must be filled with packed
crush rock. If any culvert is damaged it will be repaired or replaced in accordance with
permitting agency and contractors responsibility.
Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes
become the property of the contractor immediately upon removal. Remove spoils and
wastes promptly to an approved disposal site. Remove spoils containing asphalt or
concrete to a disposal site specifically approved for such materials. Provide Puget
Sound Energy with a disposal receipt for all spoils.
2. Backfill
Unpaved Road Surfaces
Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted
to 95% density. Backfill for unpaved road sections shall consist of native material
compacted to 95% density.
At the end of each workday, backfill or plate all trench, remove all spoils and clean
roadway surface of large hazardous debris.
3. Surface Restoration
Unpaved Surfaces
Restore ground surface to original contour. Restore to original condition or better.
4. Landscaping
Arrange and perform work to minimize impact to existing landscaping. Restore
landscaping that has been disturbed during the course of work, including seeding of
banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to
avoid sloughing. Leave area in its original state or better at the end of construction.
Hand dig if required to prevent damage to tree roots.
ELECTRICAL
1. Conduit
Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6"
DB120 for direct burial. Maintain 36" minimum cover above top conduit at all times or as required
by the permitting agency.
Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top
conduit at all times or as required by the permitting agency. Bends shall be made with as long a
radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during
installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before
penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the
4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10'
minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and
cap conduit to prevent the entry of dirt and moisture.
Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as
straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs
may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing
under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs,
cut the conduit ahead of kink and splice to new conduit to continue run.
2. Underground Primary Cable
Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene
jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service
with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run
with each 3 phase circuit of 750 MCM.
Install cable into existing or new conduit systems using approved installation equipment.
Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be
non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not
be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be
equipped with instrumentation to continually monitor and record peak tension encountered during
a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy.
Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if
pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed
minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations.
Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy
approved lubricant to cable continually during pulling to reduce pulling tension and to permit future
removal.
Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment
and prevent un-necessary damage to sidewalks.
Train and coil cables in vaults as required to form a smooth transition from conduit to termination.
if terminations are to be performed by others, coil 15' of cable in vault and cap end.
3. Terminations and Splices
Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115-
5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and
cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317.
Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice
cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076.
4. Concrete Vaults
Excavate, install base material, and compact base material in accordance with Puget Sound
Energy SPM 6775.0040.
Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use
precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes
plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road
elevation. Install hillholders as required on sketch or by construction notes.
5. Grounding
Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable
is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth
in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2
copper jumper or to Concentric neutral at each splice vault location. Minimum grounding
requirement is 4 grounds per mile.
6. Existing Underground Primary Cable (if applicable)
Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall.
Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return
scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as
required by permitting agency.
7. Traffic Control
All traffic control to comply with current specifications in M.U.T.C.D.
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DAN FOGEL 360-722-2783 10/9/22
STEPHAN SHAW 253-234-6405 1/17/22
N/A N/A N/A
STEPHAN SHAW 253-234-6405 1/17/22
RW-125285 RENTON
WATERSHED RENTON
3Ø FDR & PRI OH-UG CONV
615 WILLIAMS AVE S RENTON 98057
N/A N/A
N/A 101145506
AS SHOWN 1 OF 5
KING N/A N/A CSPSKEPM
SE 18-23N-05E N/A N/A
2305E072 2305E076 R2305E072SE GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5/1/22 S.SHAW ADD'L POLE INSTALL
N/A N/A N/A
N/A N/A N/A
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:DAN FOGEL
360-722-2783
DAN.FOGEL@PSE.COM
593241993Oh Misc&Exp
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
Will maintain 36" Min. depth while directional drilling
36" Min
Depth
Final Grade
TYPICAL BORE COVER
BORE NOTE
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2
BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT
DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY.
PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE
POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL
HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING
CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND
PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO
REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK
BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS
PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT
OF WAY
NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE
TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE
INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY
HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC
RIGHT OF WAY.
NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL
CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND
STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT
HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT
OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A
DIFFERENT MINIUM SEPARATION.
This permit is for Major construction work in the ROW and will be billed at an additional
$150/HR for inspections. After hours and weekend work will be billed at $175/HR
All conduit in the
ROW shall be
schedule 80 or
equivalent.
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
Pre-Construction meeting required
MFP22001700
PSE PROVIDED & INSTALLED
3Ø 750 KCMIL UG FEEDER CABLE
IN CUSTOMER INSTALLED CONDUIT
PSE PROVIDED & INSTALLED
3Ø 1/0 AL UG CABLES
IN CUSTOMER INSTALLED CONDUIT
PSE PROVIDED & INSTALLED
3Ø 1/0 AL UG CABLES
IN CUSTOMER INSTALLED CONDUIT
PSE PROVIDED & INSTALLED
3Ø 1/0 AL UG CABLES
IN CUSTOMER INSTALLED CONDUIT
PSE PROVIDED & INSTALLED
3Ø 1/0 AL UG CABLES
IN CUSTOMER INSTALLED CONDUIT
PSE PROVIDED & INSTALLED
3Ø 1/0 AL UG CABLES
IN CUSTOMER INSTALLED CONDUIT
PSE PROVIDED & INSTALLED
3Ø 1/0 AL UG CABLES
IN CUSTOMER INSTALLED CONDUIT
317621-166052
45°
R=48"
TYP. 90°
R=48"
45°
R=48"
TYP. 90°
R=48"
160'
180'
40'
10'
30'
30'60'
80'
370'
PSE PROVIDED & CUSTOMER INSTALLED
6" SCH 80 PVC CONDUIT
PSE PROVIDED & CUSTOMER INSTALLED
SPARE 6" SCH 80 PVC CONDUIT
PSE PROVIDED & CUSTOMER INSTALLED
4" SCH 80 PVC CONDUIT
PSE PROVIDED & CUSTOMER INSTALLED
4" SCH 80 PVC CONDUIT
PSE PROVIDED & CUSTOMER INSTALLED
4" SCH 80 PVC CONDUIT
PSE PROVIDED & CUSTOMER INSTALLED
4" SCH 80 PVC CONDUIT
CUSTOMER PROVIDED
4'x4' WORK PIT
CUSTOMER PROVIDED
4'x4' WORK PIT
CUSTOMER PROVIDED
9'x11' WORK PIT w/
6" BED OF 5/8" MINUS CRUSH ROCK
CUSTOMER PROVIDED
4'x4' WORK PIT
CUSTOMER PROVIDED
4'x4' WORK PIT
CUSTOMER PROVIDED
9'x11' WORK PIT w/
6" BED OF 5/8" MINUS CRUSH ROCK
PSE PROVIDED & CUSTOMER INSTALLED
4" SCH 80 PVC CONDUIT
370'
CUSTOMER PROVIDED
4'x4' WORK PIT
SCALE: 1" = 50'
UNDERGROUND CIRCUIT MAP (R2305E072SE)
OVERHEAD CIRCUIT MAP (2305E076)
SCALE: 6" = 1 MILE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DAN FOGEL 360-722-2783 10/9/22
STEPHAN SHAW 253-234-6405 1/17/22
N/A N/A N/A
STEPHAN SHAW 253-234-6405 1/17/22
RW-125285 RENTON
WATERSHED RENTON
3Ø FDR & PRI OH-UG CONV
615 WILLIAMS AVE S RENTON 98057
N/A N/A
N/A 101145506
AS SHOWN 2 OF 5
KING N/A N/A CSPSKEPM
SE 18-23N-05E N/A N/A
2305E072 2305E076 R2305E072SE GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5/1/22 S.SHAW ADD'L POLE INSTALL
N/A N/A N/A
N/A N/A N/A
CABLE DETAIL
NOT TO SCALE
CONDUIT DETAIL
NOT TO SCALE
JOB
SITE
JOB
SITE 101145506MFP22001700
620
536
541
900
538
540
602
539
601
605
615
607 WILLIAMS AVE SS GRA
DY
WAY
S G
R
A
D
Y
W
A
Y
GRA
17
617
DW
TRIM OVERHEAD SPANS
TO NEW POLE REFERENCED
ON INSTALL PAGE
TRIM OVERHEAD SPANS
TO NEW POLE REFERENCED
ON INSTALL PAGE
317601-166053
SK00595 (100T)
317591-166054
317593-166039
X12254 (100T)
317623-166053
X12255 (40T)
317591-166039
317592-165032
300 kVA 208V (ABC)
317621-166052
150 kVA 208V (ABC)
317614-166057
30 kVA 208V (ABC)
317576-166023
317640-166058
317574-166020
X7072
X7072
317586-166015
112.5 kVA 208V (ABC)
317590-166024
317609-166022
25 kVA (A)
317640-166033
75 kVA (A)
317639-166053
50 kVA (C)
SLAG6831
317621-166052
58'
ROW
80'
ROW 336.4 MCM
A
C
S
R
A
B
C
336.4
M
C
M
A
C
S
R
A
BC
ABC
#2CU317637-166077
TRIM OVERHEAD SPANS
TO NEW POLE REFERENCED
ON INSTALL PAGE
SITE PLAN
SCALE: 1" = 50'
SITE SPECIFIC NOTES
AT P01: 317576-166023
-EXISTING 55' CL-2 1998 DISTRIBUTION POLE TO REMAIN
AT P02: 317593-166039
-REMOVE EXISTING FRAMING, OH-UG TERMINATION, & RISER
-REMOVE EXISTING 40' CL-3 1969 DISTRIBUTION POLE
-DISCONNECT UPSTREAM OVERHEAD FEEDER, CUT AND REPOSITION TO P03
AT J01 : 317591-166039: EXISTING 3PH PRI JUNCTION VAULT
-REMOVE (3) EXISTING J-BUSES
-DISCONNECT (3) EXISTING PRIMARY CABLES AS LABELED IN THE TABLES BELOW
-PSE TO REMOVE CONCRETE VAULT
AT V01 : 317592-165032: EXISTING 3PH PM TRF
-EXISTING PADMOUNT VAULT TO REMAIN
-EXISTING 3PH PM TRF TO REMAIN
-DISCONNECT CABLES TO J01
-CONNECT NEW CABLES FROM J04
AT P04: 317591-166054
-REMOVE EXISTING 30'' CL4 1990 GUY POLE
-REMOVE GUY & ANCHOR
AT P05: 317601-166053
-REMOVE EXISTING FRAMING, OH-UG TERMINATION, & RISER
-REMOVE EXISTING AMR DEVICE & RETURN TO LANDIS+GYR
-REMOVE EXISTING 60' CL1 1990 DISTRIBUTION POLE
AT P06: 317614-166057
-EXISTING 40' CL3 1969 DISTRIBUTION POLE TO REMAIN
-EXISTING 3Ø 120/208v OVERHEAD TRANSFORMER TO REMAIN
AT J02 : 317621-166052: EXISTING 3PH PRI JUNCTION VAULT
-REMOVE (3) EXISTING J-BUSES
-DISCONNECT (3) EXISTING PRIMARY CABLES AS LABELED IN THE TABLES BELOW
-PSE TO REMOVE CONCRETE VAULT
AT P08: 317623-166053
-REMOVE EXISTING FRAMING, OH-UG TERMINATION, & RISER
-REMOVE EXISTING 40' CL-3 1969 DISTRIBUTION POLE
SPAN SPECIFIC NOTES
SEE TABLES FOR REMOVALS AND INSTALLS OF CONDUIT, CABLE, & WIRE
ABANDONED / REMOVE / REPLACED CABLE SCHEDULE
CABLE
NO.
SAP
EQUIP
LOCATIONS CABLE
(LF) EST
EXISTING CABLE
MFG. NAME
EXISTING CABLE
MFG. DATE
CABLE
REPLACED?FROM TO
AGK110 13965098 P02 J01 120'
AGK111 13965099 P02 J01 120'
AGK112 13965100 P02 J01 120'
AGK113 13965101 J01 V01 50'
AGK114 13965102 J01 V01 50'
AGK115 13965103 J01 V01 50'
AGK116 13965104 P08 J02 50'
AGK117 13965105 P08 J02 50'
AGK118 13965106 P08 J02 50'
25964 10700724 J02 V02 20'
25965 UNK J02 V02 20'
25966 UNK J02 V02 20'
TOTAL 720'
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DAN FOGEL 360-722-2783 10/9/22
STEPHAN SHAW 253-234-6405 1/17/22
N/A N/A N/A
STEPHAN SHAW 253-234-6405 1/17/22
RW-125285 RENTON
WATERSHED RENTON
3Ø FDR & PRI OH-UG CONV
615 WILLIAMS AVE S RENTON 98057
N/A N/A
N/A 101145506
AS SHOWN 3 OF 5
KING N/A N/A CSPSKEPM
SE 18-23N-05E N/A N/A
2305E072 2305E076 R2305E072SE GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5/1/22 S.SHAW ADD'L POLE INSTALL
N/A N/A N/A
N/A N/A N/A
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
Wk
Loc
Pole Data Pole
TEL TV FIBER TRAN RMVD ID NUMBER
Grid #Length Class Year TOPPED RMVD
P02 317593-166039 40'3 1969
P04 317591-166054 30'4 1990
P05 317601-166053 65 1 1990
P07 317623-166053 40'3 1969
WIRE REMOVAL TABLE
Work
Location Wire Size & Type Quantity
Length
(per
conductor)
Remarks
From To
P03 P02 PRI 336 ACSR 3 90'
P03 P02 LEGACY - #4
ACSR 1 90'
P02 P05 PRI 336 ACSR 3 159'
P02 P05 LEGACY - #4
ACSR 1 159'
P05 P04 GUY WIRE 1 80'
P05 P08 LEGACY - #2 CU 3 225'
P05 P08 UNK NEUTRAL 1 225'
P08 P09 PRI 336 ACSR 3 30'
P08 P09 LEGACY - #4
ACSR 1 30'
P05 P07 PRI 336 ACSR 3 110'
P05 P07 LEGACY - #4
ACSR 1 110'101145506recommend installing
pole P07 outside of
the restoration area
of the watershed
project.
RESTORATION PER CITY OF RENTON STANDARDS
MFP22001700
620
536
541
900
538
540
602
539
601
605
615
607 WILLIAMS AVE SS GRA
DY
WAY
S G
R
A
D
Y
W
A
Y
GRA
17
617
DW
317625-166064
T87292 (SOLI)
317589-166044
T87289 (100T)
T87290 (SOLI)
317593-166051
317621-166063
317592-165032
300 kVA 208V (ABC)
317621-166052
150 kVA 208V (ABC)
317614-166057
30 kVA 208V (ABC)
317576-166023
317640-166058
317574-166020
X7072
X7072
317586-166015
112.5 kVA 208V (ABC)
317590-166024
317609-166022
25 kVA (A)
317640-166033
75 kVA (A)
317639-166053
50 kVA (C)
SLAG6831
58'
ROW
80'
ROW 336.4 MCM
A
C
S
R
A
B
C
336.4
M
C
M
A
C
S
R ABC
ABC
#2CU317637-166077
317610-166072
T87291 (SOLI)
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE
WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER
PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-BORING FOR CROSSINGS ARE REQUIRED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO
CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION
WORK IN RIGHT OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 9' X 11' WORK PIT & 6" WORTH OF 5/8" MINUS CRUSHED ROCK AT J03 & J04
-REQUIRED TO PROVIDE 4’ X 4’ RECEIVING PIT & 4’ X 8’ BORE PIT @ 'WILLIAMS AVE S' CROSSING
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT AT P03, P06, P09, V01, & V02
TRENCHING & CONDUIT.
-SEE TABLES FOR INSTALLS OF CONDUIT
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL CONDUITS.
JOB SITE READINESS.
-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO
CONSTRUCTION DATE.
-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL
MUNICIPALITY.
-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE
COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.
-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS &
TRENCH AT ALL TIMES.
-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO
COMPLETE BACKFILLING.
-IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.
-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.
-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP
AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION
BEGINS.
CIRCUIT LOADING TABLE (FUTURE MF SCOPE)
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DAN FOGEL 360-722-2783 10/9/22
STEPHAN SHAW 253-234-6405 1/17/22
N/A N/A N/A
STEPHAN SHAW 253-234-6405 1/17/22
RW-125285 RENTON
WATERSHED RENTON
3Ø FDR & PRI OH-UG CONV
615 WILLIAMS AVE S RENTON 98057
N/A N/A
N/A 101145506
AS SHOWN 4 OF 5
KING N/A N/A CSPSKEPM
SE 18-23N-05E N/A N/A
2305E072 2305E076 R2305E072SE GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5/1/22 S.SHAW ADD'L POLE INSTALL
N/A N/A N/A
N/A N/A N/A
POLE TABLE (NEW)
Work
Location
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P03 317589-166044 50 CL-3
P07 317610-166072 45 CL-3
P09 317625-166064 45 CL-3
Primary Cable & Conduit Table (Foreman to Complete)
LOCATION CONDUIT PRIMARY CABLE
QTY OF LUBE (gal.)AS BUILT INFORMATION
From To Size
(in)
Qty
Design
Length
(ft)
Actual
Length
(ft)
TYPE BENDS PULL
(lbs)
PULL
Rev
(lbs)
Cable
Size
Design
Length
(ft)
Actual
Length
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY
Check applicable box
DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed
(Conduit & Cable)
P03 P06 6"1 370'X 1 902.54 902.54 FEEDER
750 UG 430'EIQ276 EIQ277 EIQ278
P03 P06 6"1 370'X 1 SPARE CONDUIT
P03 J04 4"1 80'X 2 173 181.4
3Ø PRI
12KV 1/0
UG
140'EIQ279 EIQ280 EIQ281
J04 J03 4"1 340'X 2 1 393.9 358.1
3Ø PRI
12KV 1/0
UG
380'EIQ282 EIQ283 EIQ284
J04 V01 4"1 90'X 1 499.8 484.7
3Ø PRI
12KV 1/0
UG
110'EIQ285 EIQ286 EIQ287
J03 V02 4"1 40'X 1 51.8 50.8
3Ø PRI
12KV 1/0
UG
60'EIQ288 EIQ289 EIQ290
J03 P08 4"1 40'X 1 152.2 148.6
3Ø PRI
12KV 1/0
UG
90'EIQ291 EIQ292 EIQ293
SITE SPECIFIC NOTES
AT P01: 317576-166023
-EXISTING 55' CL-2 1998 DISTRIBUTION POLE TO REMAIN
AT P03: 317589-166044
-INSTALL 50' CL-3 DISTRIBUTION POLE PER STD 6010.1000 (PD502)
-INSTALL 9' 8 POSITION DOUBLE ARM (ARD2H09)
-INSTALL 3Ø TANGENT DEADEND FRAMING PER STD 6033.1042 (DE3310)
-INSTALL 3Ø 12kV TAN POLE TOP PINS, 397 AAC PER STD 6033.1012 (TAN313)
-RECONNECT UPSTREAM OVERHEAD FEEDER FROM P02
-INSTALL 9' 8 POSTION SINGLE CUTOUT ARM (ARD19C)
-INSTALL (1) 200A & 600A DBL OH/UG TERM PER STD 6043.1022 (TSU6D31)
-INSTALL FEEDER TERM SWITCH # T87289 (100T)
-INSTALL 1/0 TERM SWITCH # T87290 (SOLI)
-INSTALL (1) 7/16" PRI & NEUT GUY w/ AUTO GRIP PER STD 6013.0100
(GYD7SA & GYD7SAN)
-INSTALL (1) 10" SNGL HELIX ANCHOR, 25' LEAD PER STD 6012.1000 (ANDH1)
-INSTALL (1) 6" PRI RISER ON NEW S/O BRKTS PER STD 6042.1000 (RIS6CSS)
-INSTALL (1) 4" PRI RISER ON S/O BRKTS PER STD 6042.1000 (RIS4CSS)
-INSTALL GRID #
AT J04 : 317593-166051 : NEW 3Ø PRIMARY JUNCTION VAULT
-INSTALL (1) 575 3Ø JUNCTION VAULT PER STD 6055.1030 (JBOX3AS)
-INSTALL (1) JBOX ANTI-SKID COVER (MID: 9996162)
-INSTALL (3) 4 POS JBOX 200A 15KV (MID: 7625900)
-INSTALL (9) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (3) 12KV DUST CAPS (MID: 7630600)
-INSTALL GRID#
AT J03 : 317621-166063 : NEW 3Ø PRIMARY JUNCTION VAULT
-INSTALL (1) 575 3Ø JUNCTION VAULT PER STD 6055.1030 (JBOX3AS)
-INSTALL (1) JBOX ANTI-SKID COVER (MID: 9996162)
-INSTALL (3) 4 POS JBOX 200A 15KV (MID: 7625900)
-INSTALL (9) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (3) 12KV DUST CAPS (MID: 7630600)
-INSTALL GRID#
AT V01 : 317592-165032 : EXISTING 3Ø PM TRANSFORMER
-EXISTING PM VAULT TO REMAIN
-EXISTING 3PH PM TRF TO REMAIN
-DISCONNECT CABLES TO J01
-CONNECT NEW PRIMARY CABLES FROM J04
AT V02 : 317621-166052 : EXISTING 3Ø PM TRANSFORMER
-EXISTING PM VAULT TO REMAIN
-EXISTING 3PH PM TRF TO REMAIN
-DISCONNECT CABLES TO P08
-CONNECT NEW PRIMARY CABLES FROM J03
AT P06: 317614-166057
-EXISTING 40' CL3 1969 DISTRIBUTION POLE TO REMAIN
-EXISTING 3Ø 120/208v OVERHEAD TRANSFORMER TO REMAIN
AT P07: 317610-166072
-INSTALL 45' CL-2 DISTRIBUTION POLE PER STD 6010.1000 (PD452)
-INSTALL 9' 8 POSITION DOUBLE ARM (ARD2H09)
-INSTALL 3Ø TANGENT DEADEND FRAMING PER STD 6033.1042 (DE3310)
-INSTALL 3Ø 12kV TAN POLE TOP PINS, 397 AAC PER STD 6033.1012 (TAN313)
-RECONNECT UPSTREAM OVERHEAD FEEDER FROM P06
-INSTALL 3Ø 12kV DEADEND FEEDER L/I SOLID BLADE AS UG/OH TERM PER
STD 6043.1020 (TSU3DF1)
-INSTALL (1) 7/16" PRI & NEUT GUY w/ AUTO GRIP PER STD 6013.0100
(GYD7SA & GYD7SAN)
-INSTALL (1) 10" SNGL HELIX ANCHOR, 25' LEAD PER STD 6012.1000 (ANDH1)
-INSTALL (1) 6" PRI RISER ON NEW S/O BRKTS PER STD 6042.1000 (RIS6CSS)
AT P09: 317625-166064
-INSTALL 45' CL3 DISTRIBUTION POLE PER STD 6010.1000 (PD453)
-INSTALL 3Ø TANGENT DEADEND FRAMING PER STD 6033.1040 (DE2315)
-INSTALL 3Ø 12kV TAN POLE TOP PINS, #2 ACSR PER STD 6033.1010 (TAN312)
-RECONNECT UPSTREAM OVERHEAD PRIMARY FROM P02
-INSTALL (1) 3Ø PRIMARY L/I SOLID BLADE UG/OH TERMINATION PER STD
6043.1001 (UTSU3L1)
-INSTALL PRIMARY TERM SWITCH #
-INSTALL (1) 4" PRI RISER ON S/O BRKTS PER STD 6042.1000 (RIS4CSS)
-INSTALL (1) 3/8" SIDEWALK GUY PER STD 6013.0180 (GYD3PB)
-INSTALL (1) 10" SNGL HELIX ANCHOR, 5' LEAD PER STD 6012.1000 (ANDH1)
-INSTALL GRID #
SPAN SPECIFIC NOTES
SEE TABLES FOR REMOVALS & INSTALLS OF CABLE, & WIRE
TWO 1' SQ
PAVEMENT CUTS
FOR BORE
GRA-17
6/2020
167 179 184
28 28 28
195 207 212 101145506SITE PLAN
SCALE: 1" = 50'
6" PVC (FT) & BENDS 740'_____'X FDR 750 UG TOTAL (FT)1,290'_____'2
4" PVC (FT) & BENDS 590'_____'X 3Ø PRI UG TOTAL (FT)2,340'_____'5 3
MFP22001700
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
FLOWING DITCH or BODY OF WATER
SLOPE
Secure bottom of fence
with gravel bags
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Adjacent to flowing ditches or bodies of water
Install silt fence around
pole excavation
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" Min
CL Direction of Vehicular TrafficCL
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL
SCALE: NONE
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS (MID 9995692).
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
Cables should enter the vault so that all of
the cables will lay in the same direction.
TOP VIEW
J- BOX CABLE ENTRY DETAIL
Not to scale
6" to 12"
Under Normal
Conditions
40" Min for Single Helix
65" Min for Triple Helix
Not To Scale
ANCHOR DETAIL - SINGLE HELIX
Excavated Dirt Pile
Final Grade
24" Min
Backfill for Schedule 40 Conduit
(NO Rocks over 10" Diameter
or foreign objects)Separation
12" Min
18" Min
JOINT TRENCH DETAIL
Primary-Schedule 40 (NTS)
48"
Max
36"
Min
Cover
Phone & TV Primary Power Cable
in Customer Provided
Schedule 80 Conduit
ROADSIDE
To Excavated Dirt Pile
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
DAN FOGEL 360-722-2783 10/9/22
STEPHAN SHAW 253-234-6405 1/17/22
N/A N/A N/A
STEPHAN SHAW 253-234-6405 1/17/22
RW-125285 RENTON
WATERSHED RENTON
3Ø FDR & PRI OH-UG CONV
615 WILLIAMS AVE S RENTON 98057
N/A N/A
N/A 101145506
AS SHOWN 5 OF 5
KING N/A N/A CSPSKEPM
SE 18-23N-05E N/A N/A
2305E072 2305E076 R2305E072SE GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5/1/22 S.SHAW ADD'L POLE INSTALL
N/A N/A N/A
N/A N/A N/A
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" Min
CLDirection of
Vehicular TrafficCL
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL
SCALE: NONE
2"
Excavation - 19-1/2 cubic yards
SIDE VIEW
5'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
4,750 lbs
2,490 lbs
VAULT & EXCAVATION DETAIL
Not to scale 6051.1500 10'
Minimum
Sidewalk or
Pathway
4 5 6 7
2
9
2
12
7
11
10
8
3
(L)
6
Y - CONNECTION & SIDEWALK GUY DETAIL
Not to scale
DBL Termination DE Pole
SCALE: 1" = 20'
POSSIBLE CUSTOMER
ENTRY LOCATION
POSSIBLE CUSTOMER
PSE
ENTRY LOCATION ENTRY LOCATION
POSSIBLE CUSTOMER
CABLE INSTALLATION DIAGRAM R
Not to scale
2"
Excavation - 19-1/2 cubic yards
SIDE VIEW
5'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
4,750 lbs
2,490 lbs
VAULT & EXCAVATION DETAIL
Not to scale 6051.1500
N N
101145506SW
NEW 4" SCH80 CONDUIT IN
NEW 4" SCH80 CONDUIT OUT
NOT TO SCALE
BUTTERFLY VAULT CONDUIT ENTRY DIAGRAM
LOOKING SOUTH
N
NEW 4" SCH80 CONDUIT
NEW 4" SCH80 CONDUIT IN
NOT TO SCALE
BUTTERFLY VAULT CONDUIT ENTRY DIAGRAM
LOOKING SOUTH
NEW 4" SCH80 CONDUIT OUT
NEW 4" SCH80 CONDUIT OUT
MFP22001700