HomeMy WebLinkAboutP_Design_104304151_V1_180717HIG
15
1008
PARCEL #
3342101198
319207-166124
37.5 kVA 120/240V (C)
319207-166156
25 kVA 120/240V (C)
319230-166126
37.5 kVA 120/240V (B)
SLAH4779
319230-166141
25 kVA 120/240V (C)
319208-166140
37.5 kVA 120/240V (C)
SLAH4769
ROW60'1003
1005
1007 10131011
1015 1021 1101
917 1003
1007 1013 1017
1103
1105
11081014
101210101004
1000
924
1102
1003
1005
1007 10131011
1015 1021 1101
917 1003
1007 1013 1017
1103
1105
11081014
101210101004
1000
924
1102
90°25'60'R=48"
1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
CUSTOMER SUPPLIED
3/4" CUBIC YARD SAND
4' X 4' WORK PIT
CUSTOMER SUPPLIED
PSE INST. 1-RUN 350 UG TPX ± 130'
CUSTOMER SUPPLIED
1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 90'
SITE PLAN
N
Vicinity Map
N/A
Owner / Developer Contact Info
officeATTN:
SUKHJINDER MANGAT
10623 SE 279TH ST
KENT, WA 98030
SUKHJINDER MANGAT 917.225.9720
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.104304151FOREMAN (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
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:FABIAN GOMEZ
206-573-0031
FABIAN.GOMEZ@PSE.COM
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
SCALE: 1" = 50'
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)
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
F. GOMEZ 206.573.0031 5.17.18
M. SIPTROTT 206.573.0031 5.17.18
M. HAIGHT 714.893.2405 5.17.18
N/A N/A
MANGAT CONSTRUCTION
OH TO UG NEW SVC
1008 N 29TH ST RENTON, WA 98056
N/A N/A
N/A 104304151
AS NOTED 1 OF 1
KING N/A N/A CSPSKEIN
SW 32-24N-05E N/A N/A
2405E127 2405E136 2405E127 HIG-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
104304151505814737
OVERHEAD CIRCUIT MAP 2405E136
SCALE: 6" = 1 MILE
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE
JOB SITE
JOB SITE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
00 1"2"
00 50'100'
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
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale
POWER GENERAL NOTES - RESIDENTIAL PROJECT
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, or
as required by your local municipality.
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.
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.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01
-REQUIRED TO PROVIDE 6' X 6' WORK PIT 2/3 CUBIC YARDS OF 6” CRUSHED ROCK AT V01
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01
TRENCHING & CONDUIT.
-INSTALL ± 90' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM P01 TO M01.
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE 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 .
METER DETAIL @ M01
SCALE: NONE
32"
Typical
24"
Min
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
Gas Meter
Assembly
48"
4'8"
Service (Permanent Detail:)
Not to Scale
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
3" Conduit Service Riser
Customer Provided
Elec. Mtr Base
Elec Mtr
utility provided
Gas Meter
Relief Vent
Building Wall
Elec. Mtr
Vent
Utility
Provided
Seal
24"-36"
CUSTOMER POST, METER
BASE, AND PANEL
6' MAX
5' PREFERRED
4' MIN
PSE STUBOUT
STUBOUT CONDUIT
COVERING THE
TEMPORARY
CONNECTION
26"
CUSTOMER OWNED
TEMPORARY SERVICE
CONDUCTORS
4'
PSE CONDUCTOR
4'
TEMPORARY METER DETAIL @ M02
SCALE: NONE
CIRCUIT FEET ADDED: 0'
SQ. FOOTAGE: 3,100 SQ FT
PANEL SIZE: 200A
HEAT TYPE: GAS
EST. DEMAND: __kW
LRC: 115A
% V. DROP: 0.6%
% FLICKER: 2.7%
N 29TH ST
SITE SPECIFIC NOTES
AT P01: 319208-166140
-EXISTING POLE TO REMAIN
-INSTALL 3" SEC RISER (RIS3CSS) PER STD 6042.1000
M01 AT "1008": NEW METER BASE
-INSTALL 200A PERM METER
M02 AT "1008": REMOTE TEMP
-INSTALL 200A TEMP METER
SPAN SPECIFIC NOTES
P01 TO M01:
,167$//5818*73;¶
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
12" Min
Separation
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.
Conduit Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
Standoff Bracket
15" Min Length
Conduit Clamp
UNDERGROUND
CABLE CONDUITS
TO THIS QUADRANT
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL
SCALE: NONE
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
HIG-15
6/2017
347.00 78.00 161.00
0.00 0.00 0.00
347.00 78.00 161.00