HomeMy WebLinkAboutMFP17004804DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Franchise Permit: MFP17004804
IVR Number: 17004804
Permit Informa!on
Permit Name:Puget Sound Energy - Electric
Address/Loca!on:10/05/2017Applica!on Date:7564600055Parcel Number:850 MONROE AVE NE
Permit Type :11/07/2017Issue Date:Franchise
Permit Work Class:11/07/2018Expira!on Date :Minor U&lity
Job Number:105084548Franchise Type :Electric
Descrip!on:Install UG termina&on at PO1 and pull wire from JO1 to VO1. Restora&on Per City of Renton Standards.
Contacts
Name Address PhoneTypeBilling
ANISH KUMAR
PUGET SOUND ENERGY - ELECTRIC - BILLING
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Applicant
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: BL.005109Electrical Contractor : POTELI*344O4
Construc!on Contractor : POTELI*227PL
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
ANISH KUMAR
PUGET SOUND ENERGY - ELECTRIC - BILLING
6905 S 228th St
Kent, WA 98032
B: (253) 208-2183Specialized
Billing
X
General Condi!ons & 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 425.457.5816) 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
MFP17004804
Holly Powers 11/3/2017
Justin Johnson 11-7-2017
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
MFP17004804
Justin Johnson
11-7-2017
8:00 am to 3:00 pm
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).
Road A
NE 10th St
NE 10th S
t
NE 9th St
NE 8th StMonroe Ave NEMonroe Ave NEMonroe Ave NELine Pull from
J01 to V01
J01
V01
UTILITY
WORK
AHEAD
W21-7
ONE LANE
ROAD
AHEAD
CW20-4
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
ONE LANE
ROAD
AHEAD
CW20-4
UTILITY
WORK
AHEAD
W21-7
UTILITY
WORK
AHEAD
W21-7
100'
100'
100'
100'
100'
100'
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
Carl McDonald
253-395-6934
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)
NOT TO SCALE
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
N
S
EW
NOTIFY EMS, FIRE
AND POLICE
72 HOURS IN ADVANCE
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT.1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
INVENTORY:
6-UTILITY WORK AHEAD
2-ONE LANE ROAD AHEAD
2-FLAGGER AHEAD
2-FLAGGERS
20-CONES
Legend
Cone
ONE LANE
ROAD
AHEAD CW20-4 one lane road ahead
Flagger
Flagger Ahead
UTILITY
WORK
AHEAD W21-7 utility work ahead
Work Area
850 Monroe Ave NE
Renton WA
09/25/17 105084548
Lane Width 12'
Posted Speed 30
Flagger Taper 100'
Buffer 50'
Sign Spacing 100'+/-
Devices Taper 20'
Devices Tangent 40'
MFP17004804
1 2 3
121314
TRACT D
TRACT A
NE 9TH STREET
OLYMPIA AVE NE4 5 6 7
8910 TRACT CTRACT B11#2ACSRFUSE @ 40T
SW#T79240ABC
880
863
859
855 #2ACSR#2ACSRFEEDPRE
11
60'53'53'60'
N
Vicinity Map
47.4972, -122.1746
Owner / Developer Contact Info
officeATTN:
HARBOUR HOMES, LLC
400 N. 34TH ST., STE. 300
SEATTLE, WA 98103
JAMLE WALLIER 206.315.8130
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
ARE 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.
GAS
PHONE
CABLE TV
504451468 105084548
504451462 107053965
106322711
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Distribution
Service Stubs
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH
PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES
SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE
STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR
VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4"
BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF
REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR
DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL
TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE.
ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH
INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED
TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY
CABLES PER THE CIRCUIT ONE-LINE DIAGRAM.
UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD
CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON
WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER
PUGET SOUND ENERGY STANDARDS.
AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN
CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE &
CONDUIT TABLE.
AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN
CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE &
CONDUIT TABLE.
AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER.
ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE.
AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3)
MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE.
(EXCAVATION: 3' SQ.)
AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS
INDICATED ON VAULT TABLE.
AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT.
AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF
STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO
EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE
STREET LIGHT STANDARDS. )
INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES
AND DATES.
POWER GENERAL NOTES - PLAT PROJECT
105084548107053965Phone
INTOLIGHT Contact Information:
DANIELLE TROUPE
425.456.2526
DESIGNED BY
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
B.HARMON 425.495.5528 4.14.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
REDT # ( RW-100305 )RENTON
THE PINES AT HIGHLANDS
1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS
850 MONROE AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 088-60
107053965 105084548
1" = 50'1 OF 2
KING 30 CIKNC QCSOKE
09SE-T23-R05E 206.085 204.080
2305E033 2305E040 2305E033 PRE-11
CABLE
CBL TBD
CBL TEL TBD
TELEPHONE
COMM TBD
COMM TEL TBD
RIGHT OF WAY
ROW TBD
ROW TEL TBD
.
.
.
11.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:BRIAN HARMON
425.495.5528
brian.harmon@pse.com
x
x
x x
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
CONDUIT RISER PLACEMENT DETAIL
TOP VIEW
NOT TO SCALE
...
...
...
CBURRUS@HARBOURHOMES.COM
VAULT DETAIL @ V01
NOT TO SCALE
TOP VIEW
SIDE
VIEW
EXCAVATION:
4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
FRONT
FRONTJOINT TRENCH DETAIL
NOT TO SCALE
JOINT TRENCH DETAIL
NOTES:
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)
ROAD SIDE
NATIVE
SECONDARY POWER
PEDESTAL
MATERIAL
P/L
Power
Secondary
Power
Primary
Conduit
Tel. & TV
12" Min
12" Sand
Cover when
gas line is in
trench
Sand
6" or 12"
4" Sand Bedding
1'
36"
Cover
42"
Gas
12"
18"
Lower 2"
10"
Pedestal
PSE 10' FRONTAGE
EASEMENT
1'
Cover
ROAD SIDE
MINIPAD
MINIPAD
FIELD SIDE
VAULT
6" of crushed rock
(base for vault)
P/L
Power
Secondary
Power
Primary
Gas
12" Min Horizontal Separation
Communications
42" Min
21"1'
Feeder
38"
2"
4" Sand Bedding
12" Sand
Cover
36"
Cover
4" Sand Bedding
42"
6" Additional depth when
Feeder is required
PSE 10' FRONTAGE EASEMENT
1'
TRANSFORMER
Final
Backfill
Initial
Backfill
Trench Depth
42" - 48"
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power
48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
@ H1A & H1B
SHALL BE STAGGERED
CONNECTOR BARS
IN THE FRONT
NEUTRALS SHALL BE 18"
16"
13"
12"10"
2"
10"
Pedestal will accept up to six 3" conduits
SEALED WITH FOAM
CONDUIT SHALL BE
120 PVC CONDUIT ELBOWS
TYPICAL 24" RADIUS DB
SIDE VIEW WITH CONDUIT
10"
18"
16"
13"
10"
2"
36"
FRONT VIEW WITH CONDUIT
SECONDARY PEDESTAL DETAIL
NOT TO SCALE
SITE
1" = 50'
SITE PLAN
SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 355
27 2500
80 AMPS
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PRE-11
6.13.17
92 99 154
7
99 99 154
SITE SPECIFIC NOTES
At P01 (318439-166868) 1985 CLASS UNK - 45'
-INSTALL (1) 2" PRIMARY RISER ON STANDOFF BRACKETS
-STIRRUP (2254000)
-ALUM "H" CONNECTOR (2167000)
(RIS2CSS) 6042.1000
-FUSE @ 40T (3412500), TAP 'A' PHASE
-INSTALL SWITCH# T79240
-INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINKBREAK CUTOUT
& SURGE ARRESTOR (TSU1C1) 6043.1000
DEDICATED FACILITIES (105084548) for Dedicated Stub Locations
SITE SPAN ADDITIONAL REMARKS LABOR UNITS
#FROM TO FOOTAGE
-V01 LOT 4 55 DED. CONDUIT & WIRE 2-36, 2-54A
-V01 LOT 11 15 DED. CONDUIT & WIRE 2-36, 2-54A
TOTAL FT=70
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)TYPE QTY
X01 LOT 2 LOT 14 2 40 1 W 3 SCH 80 2 65 GAS SVC, SECONDARY
X02 LOT 4 LOT 11 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
X03 LOT 5 LOT 10 2 40 1 W 3 SCH 80 1 65 GAS SVC, SECONDARY
X04 LOT 5 LOT 6 4 40 1 N 3 SCH 80 1 30 GAS MAIN, SECONDARY
X05 LOT 6 LOT 9 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 8 2" YELLOW SCH 40 PVC = 260 FT 2" SCH 80 GREY PVC = 0 FT 2" PVC PLUG /CAPS = 0
4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 30 FT 3" SCH 80 GREY PVC = 485 FT 3" PVC PLUG /CAPS = 16
P02, HHA AND ALL RELATED FACILITIES TO BE
REMOVED/ RELOCATED ON SEPERATE WORK
ORDER
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
3' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
3' MIN
MFP17004804
#2ACSRFUSE @ 40T
SW#T79240
ABC
TO BE RELOCATED#2ACSRFEEDPRE
11
NEW 1/O AL
(+6 $
1 2 3
121314
4 5 6 7
891011
DESIGNED BY
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
B.HARMON 425.495.5528 4.14.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
REDT # ( RW-100305 )RENTON
THE PINES AT HIGHLANDS
1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS
850 MONROE AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 088-60
107053965 105084548
AS SHOWN 2 OF 2
KING 30 CIKNC QCSOKE
09SE-T23-R05E 206.085 204.080
2305E033 2305E040 2305E033 PRE-11
CABLE
CBL TBD
CBL TEL TBD
TELEPHONE
COMM TBD
COMM TEL TBD
RIGHT OF WAY
ROW TBD
ROW TEL TBD
.
.
.
...
...
...
EX OVERHEAD CIRCUIT MAP 2305E040
SCALE: 6" = 1 MILE
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
EX UNDERGROUND CIRCUIT MAP 2305E033
SCALE: 1" = 100'
SITE
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE
SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE
E01 V01 2 1 285 ------------
P01 V01 2 1 355 ----111 213 1/0 AL JKT 390 EHS496 ---
2" PVC (FT) & BENDS =285 0 0 0 0 1/0 AL JKT TOTAL (FT) =390
VAULT & EQUIPMENT TABLE
SITE #GRID #
VAULT SIZE &
COVER
TYPE & SIZE
EQUIPMENT IN
VAULT
PRIMARY
BUSHINGS TRANSFORMER ID NUMBERS
(COMPANY ID)
AS-BUILT INFORMATION
LB DC FOREMAN: INCLUDE PHASE TAPPED
V01 318433
166894
42"x48"x38"
Unistrut HH
Matid: 7663001
50KVA MP TRF
120/240
Matid: 6247100
1 1
MINU1SR 6045.1010 AØ
SITE
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
3'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
3'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED EQUIPMENT
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF10'
10'
10'
NOT TO SCALE
NEW CONDUIT DIAGRAM
SECONDARY 2"
ST. LT. CIC #6
SECONDARY 3"
PRIMARY 2"
CONDUIT LEGEND
SECONDARY CABLE & CONDUIT TABLE
LOCATION
CABLE CONDUIT VOLTAGE ASBUILT INFORMATION
SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO (1/O,4/O,350)Design (ft)Lot Corner to
Meter (ft)(in)Design (ft) (Percent)(Percent)Actual Amount Installed Cable Conduit
V01 H1A 350 195 3 195 2 3.0 1.9
V01 H1B 350 150 3 120 2 2.7 1.6
V01 LOT 3 1/O 75 50 2 75 1 2.9 3.0
V01 LOT 4 1/O 70 50 2 70 1 2.9 2.9
V01 LOT 5 1/O 15 50 2 15 1 2.4 1.8
V01 LOT 10 1/O 105 50 3 40 2 3.2 3.6
V01 LOT 11 4/O 110 50 3 45 2 2.7 2.7
V01 LOT 12 4/O 120 50 3 55 3 2.8 2.8
H1A LOT 1 1/O 50 2 3.4 2.9
H1A LOT 2 1/O 50 2 3.4 2.9
H1A LOT 13 4/O 95 50 3 30 3 3.6 3.4 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H1A LOT 14 4/O 85 50 3 20 2 3.8 3.8
H1B LOT 6 1/O 50 2 3.2 2.6
H1B LOT 7 1/O 50 2 3.2 2.6
H1B LOT 8 4/O 90 50 3 25 3 3.5 3.5
H1B LOT 9 4/O 80 50 3 15 2 3.5 3.4
1/O UG Triplex (ft) =265 2" PVC & BENDS (ft)=160 3 0 0 0 0.3
4/O UG Triplex (ft) =580 3" PVC & BENDS (ft)=545 21 0 0 0 2.0
350 UG Triplex (ft) =345 TOTAL QTS OF GLUE 2.3
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H1A PEDESTAL 5 - SEPL6 6050.1000
H1B PEDESTAL 5 - SEPL6 6050.1000
TYPICAL NOTCH-OUT FOR TRANSFORMER,
NOT TO SCALE
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)
MFP17004804