HomeMy WebLinkAboutP_Design_104296988_V1_171229PARCEL #
7222000362
VIC
16
S 19TH ST
SHATTUCK AVE SMORRIS AVE SNEW
411
SHOP
DWY
25kVA 120/240v
AERIAL EASEMENT
5
'
TREE TRIMMING
REQUIRED
REQUIRED
CUSTOMER SUPPLIED
4' X 4' WORK PIT
1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
3/4" CUBIC YARD SAND
CUSTOMER SUPPLIED
CUSTOMER SUPPLIED
4' X 4' WORK PIT
1-3" SCH'L 80 PVC CONDUIT ± 210'
INST. 1-RUN 4/0 UG TPX ± 245'
CUSTOMER SUPPLIED
90°
SITE PLAN
N
Vicinity Map
N/A
Owner / Developer Contact Info
officeATTN:
DENNIS DUVAL
411 S 19TH ST
RENTON, WA 98055
DENNIS DUVAL (425) 749-0456
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.104296988FOREMAN (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:DAVE HONEYSETT
253-245-0883
DAVE.HONEYSETT@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
D. HONEYSETT 253-245-0883 12/05/17
D. HONEYSETT 253-245-0883 12/05/17
T. MYER (714) 893-2405 12/05/17
REQUIRED RENTON
DUVAL DETACHED GARAGE
Simple Service with Renton Permits
411 S 19TH ST, RENTON, WA 98055
N/A N/A
N/A 104296988
AS NOTED 1 OF 1
KING N/A N/A CSPSKEIN
SE 19-23N-05E N/A N/A
2305E076 2305E076 2305E076S VIC-16
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
104296988504958671
SITE SPECIFIC NOTES
AT P01: 317191-165936
TREE TRIMMING REQUIRED
-EXISTING POLE TO REMAIN
-INSTALL 3" SEC RISER ON NEW S/O BRKTS (RIS3DBS) PER STD 6042.1000
AT M01: NEW METER BASE
-INSTALL 200A METER
CUSTOMER & DEVELOPER NOTES
THE CUSTOMER IS RESPONSIBLE TO PROVIDE ALL TRENCHING, SELECT BACKFILL, COMPACTION &
RESTORATION PER PUGET SOUND ENERGY STANDARDS 6750.6500
5(48,5('723529,'( ,167$//´',6&217,182866&+('8/(39&&21'8,7)520P01-M01 +/- 210'
5(48,5('723529,'( ,167$//´12132/<38//523(,1$//&21'8,76
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01
5(48,5('723529,'(¶;¶:25.3,7 &8%,&<$5'2)6$1'$7M01
-REQUIRED TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL
-REQUIRED TO PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS & TRENCH AT ALL TIMES
-REQUIRED TO EXCAVATE & EXPOSE EXISTING PSE UG FACILITIES 48 HOURS PRIOR TO CONSTRUCTION
-PSE INSPECTION IS REQUIRED PRIOR TO FINAL BACKFILL
-PSE WILL NOT ENERGIZE FACILITIES UNTIL BACKFILL IS COMPLETE
-RENTON INSPECTION & APPROVAL IS REQUIRED 5 BUSINESS DAYS PRIOR TO CONNECTIONSPAN SPECIFIC NOTES
P01 TO M01:
&86720(572,167$//*5(<6&+
/&21'8,7
36(72,167$//5818*73;
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.
2.All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working
days in advance.
3.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the
underground facilities located.
4.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.
5.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.
6.Roads shall be paved or have a compacted , crushed rock base in place.
7.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.
8.All work is to be done in accordance with local municipal and county permit requirements as applicable.
9.Inclement weather conditions may cause delays in construction times and dates.
10.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.
POWER GENERAL NOTES - RESIDENTIAL PROJECT
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
VIC-16
06/2017
344.00 321.00 367.00
1.02 0.00 0.00
345.02 321.00 367.00
OVERHEAD CIRCUIT MAP 2305E076
SCALE: 6" = 1 MILE
CIRCUIT FEET ADDED: 0'
SQ. FOOTAGE: 1000 SQ FT
PANEL SIZE: 200A
HEAT TYPE: ELECTRIC
EST. DEMAND: 7KW
LRC: 65A
% V. DROP: 2.3%
% FLICKER: 2.8%
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE JOB SITE
JOB SITE
ASPLUNDH CONSTRUCTION CORP.
TYPICAL AUGERED WORK SITE - 0150.3200
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
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 MeterAssembly
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
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
Vent
Utility
Provided
Seal
24"-36"
PLACE PEA GRAVEL
BAGS (MID 9995892)
FOR SEDIMENT TRAP
PLACE STRAW MULCH ON
DISTURBED AREAAUGERED HOLE
POLE
DITCH OR SENSITIVE AREA
ConduitField Face
QuadrantClimbing
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
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 Separation
12" Min
20" Min
JOINT TRENCH DETAIL
Electric Service Cable in Conduit (NTS)
To Excavated Dirt Pile
36" MINIMUM COVER
IN RIGHT OF WAY
Backfill for Conduit
Free of rocks
larger than 8"
in diameter)
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.