HomeMy WebLinkAboutP_Design_101110942_V1_180328FWD
16
JOB SITE
317660-166901
37.5kVA 120/240v
A
B
CUSTOMER TO INSTALL ± 10' OF
3" SCHL 80 CONDUIT
CUSTOMER TO INSTALL PSE PROVIDED
± 60' 3" RED POLY CONDUIT
CUSTOMER TO INSTALL ± 45' 3" SCHL 80
DISCONTINUOUS CONDUIT
PSE TO INSTALL ± 160'
4/0 OH TO UG TPX
CUSTOMER PROVIDED 4'x4' WORK PIT
3/4 YD SAND
CUSTOMER PROVIDED 4'X4'
WORKPIT
90°
R=36"
90°
R=36"
JOB SITE
FWD
16
60'
30'20'
317660-166901
37.5kVA 120/240vNewport Ave SE501
DW
SidewalkSidewalk
A
B
SITE PLAN
POWER GENERAL NOTES - RESIDENTIAL PROJECT
N
Vicinity Map
Owner / Developer Contact Info
officeATTN:
Ghas Bros Homes, LLC
730 Lenora Ave N
Ketn, WA 98031
Jas Ghag 206-641-0833 101110942THIS 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)
OVERHEAD CIRCUIT MAP
SCALE: 6" = 1 MILE
SCALE: NONE
ONE-LINE DIAGRAM
CUSTOMER-SUPPLIED SERVICE TRENCH
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.
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
FWD-16
5/2017
123 139 166
--1.46
123 139 167.46
HP Svc/MSA
HP Main
Distribution
Job Order
Temporary
Removal
Relocation
Perm. Service
Superior
ORDER#NOTIF#
PWR
PROJECT PHASE
N/AN/A
N/AN/A
N/AN/A
N/AN/A
N/AN/A
N/AN/A
N/AN/A
N/AN/A
10111942504148868
CABLE TV
PHONE
GAS
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.
10.
7.
6.
5.
4.
3.
2.
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.
Inclement weather conditions may cause delays in construction times and dates.
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.
8.
9.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:Russell Page
253-245-0192
Russell.Page@pse.com
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
X
X
X
X
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
Russell Page 253-245-0192 3/6/18
C.Pompeani 253-208-2665 3/6/18
C.Pompeani 253-208-2665 3/6/18
N/A Renton
Ghag Bros Homes, LLC
OH to UG Conversion
501 Newport Ave SE, Renton, WA 98058
Design By: PSE
10110942
AS NOTED 1 of 1
King CSPSKEIN
23N 05E 16SE
2305E064 2305E088 2305E064 FWD-16
SCALE: 1" = 50'
SCALE: NONE
METER DETAIL @ M01
32"
Typical
24"
Min
24"-36"
24"-36"
4'Top View
Electric & Joint Utility
Work Pit Dimensions
36"
Min
Drainage Pipe
12" Minimum Clearance
from Gas Service Lines
Conduit Depth
24" to 36" Max
Regulator Vent
Gas Meter Assembly
Utility Provided
48"
4'8"
Service (Permanent Detail:)
Not to Scale
Seal
Conduit
Ends
Closed
4'8"
24" Min
36" Typical
3'
To Trench
Property Line
Conduit Stakes
Customer Provided
3" Schedule 40 Grey PVC
Power Cable Conduit
Customer Provided
Gas Service Line Conduit
Sch 40 White PVC
Customer Provided
3" Conduit Service Riser
Customer Provided
Elec. Mtr Base
Elec Mtr
utility provided
Gas Meter
Relief Vent
Building Wall
Elec. Mtr
TV & TEL Electric Service Cable in Conduit
3" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
Backfill for Conduit
Free of rocks
larger than 8"
in diameter
Separation
12" Min
in Conduit
Schedule 40 White PVC
Gas Service Line
32" Typical
(Power, Gas,
Phone & Cable)
Separation
12" Min
36" MINIMUM COVER
IN RIGHT OF WAY
JOINT TRENCH DETAIL
Joint Service Line in Conduit (NTS)
To Excavated Dirt Pile
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
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
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
FILTER FENCE DETAIL
Not to Scale 0150.3200
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Drainage ditches or Dry vegetated sites
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
3008 SQ FT
200 AMPS
GAS
10 KW
115 A
2.5%
3.3%
CIRCUIT FEET ADDED: 0 SITE NOTES
P01 (317660-166901)
- EXISTING POLE TO REMAIN
- INSTALL 3" CONDUIT RISER ON NEW S/O BRACKETS (RIS3CSS 6042.1000)
M01
- INSTALL 200A METER
SPAN NOTES
P01 TO M01
- PSE TO INSTALL ± 160' OF 4/0 OH TO UG TPX IN CUSTOMER INSTALLED CONDUIT
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.
-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED 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.
-CUSTOMER TO PROVIDE 4'x4' WORK PIT AT P01.
-CUSTOMER TO PROVIDE A 4' X 4' WORK PIT & 3/4 YARD SAND AT M01.
TRENCHING & CONDUIT.
-CUSTOMER TO PROVIDE AND INSTALL ± 10' 3" SCH'L 80 CONDUIT FROM P01 TO A
-CUSTOMER TO INSTALL PSE PROVIDED ± 60' 3" RED POLY CONDUIT FROM A TO B PER DIRECTIONAL BORE
-CUSTOMER TO PROVIDE AND INSTALL ± 45' 3" SCH'L 80 DISCONTINUOUS CONDUIT FROM B TO M01.
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 .
Will maintain 36" Min. depth while directional drilling
36" Min
Depth
Final Grade
TYPICAL BORE COVER
TYPICAL 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.