HomeMy WebLinkAboutP_Design_104305907_V1_180706565
318205-167452
25T
X9911
25T
X10020
318214-167492
25KVA 120/240V
318223-167452
568
562
558
552
LOT4
LOT3
LOT7
LOT6
LOT1LOT2
5014
50085002
(105042088)
559
562
5001
5007 5019 5025
524
5027502150155003
5009
50KVA120/240V
318219-167483
LOT5
5203
5202
5204TRACTA553
318223-167452
37.5KVA
120/240V
562
5013
318234-167442
37.5KVA
120/240V
15T
X9910
318233-167452
25KVA 120/240V
NE 5TH PL
NE 5TH PLNE 6TH PL
142ND AVE SEGRAHAM AVE NEILWACO PL NE5109 5115
527
521
60#2ACSR#2ACSR#2ACSRBBB#2ACSRPRE
14
559
CUSTOMER SUPPLIED
1 YD 5/8 MINUS
CUSTOMER SUPPLIED
3/4 YD SAND
CUSTOMER SUPPLIED
4'X4' WORKPIT
CUSTOMER SUPPLIED
4'X4' WORKPIT
PSE SUPPLIED AND INSTALLED
1- 4/0 AWG TPLX SVC
IN CUSTOMER SUPPLIED AND INSTALLED
1-3" GRAY SCH 40 PVC DISCONTINUOUS CONDUIT
JOBSITE
SITE PLAN
POWER GENERAL NOTES - RESIDENTIAL PROJECT
N
Vicinity Map
N/A
Owner / Developer Contact Info
officeATTN:
TUSCANY CONSTRUCTION LLC
PO BOX 6127
BELLEVUE WA, 98008
JIM TANGEMAN 425-766-1936
SITE SPECIFIC NOTES
OVERHEAD CIRCUIT MAP
SCALE: 6" = 1 MILE
SCALE: NONE
CIRCUIT ONE-LINE DIAGRAM
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
PRE-14
06/06/2018
342 A 370 A 353 A
0 1.13 A 0
342 A 371.13 A 353 A
Superior
ORDER#NOTIF#
PWR
PROJECT PHASE
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:FABIAN GOMEZ
253-395-6838
fabian.gomez@pse.com
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
X
X
X
X
SCALE: 1" = 50'104305907THIS 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)
104305907
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
FABIAN GOMEZ 253-395-6838 05/29/18
G. RESURRECCION 06/08/18
G. RESURRECCION 06/06/18
CITY OF RENTON
559 HOQUIAM AVE NE NEW HOUSE
OH TO UG SERVICE
559 HOQUIAM, AVE NE, RENTON WA 98059
N/A N/A
N/A 104305907
AS NOTED 1/1
KING COUNTY N/A N/A CSPSKEPM
SE 10-23N-055
2305E40 2305E40 2305E40 PRE-14
CENTURYLINK
Amy Alliston
206-794-8534
COMCAST
Bill Walker
253-288-7538
PSE GAS
RANDALL DEABOLT
253-395-6329
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
505831090
kWh Mtr
Elec. Mtr Base
12" Min 36" Typical
24" to 36" Max
Conduit Depth
Power Cable Conduit
Customer Provided
3" Schedule 40 Grey PVC
Regulator Vent
Utility-Provided
Gas Meter Assembly
Min
36"
Customer Provided
Conduit Stakes
48"
48"
Top View 4'
2 1/2" Conduit Service Riser
from Gas Service Lines
12" Minimum Clearance
Customer Provided
Drainage Pipe
Work Pit Dimensions
Electric & joint Utility
4'
MTR BASE 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
Backfill for Conduit
Free of rocks
larger than 8"
in diameter
Separation
12" Min
in Conduit
Schedule 40 Yellow PVC
Gas Service Line
42" 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.
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" Min
CL Direction of Vehicular TrafficCL
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL (P01)
SCALE: NONE
AT P01: EXISTING 318223-167452
INSTALL (1) 3" SERVICE RISER ON NEW S/O BRACKET PER STD. 6042.100 (RIS3CSS)
AT M01: NEW
INSTALL 200 A METER
SPAN NOTES:
P01 TO M01:
INSTALL (1) RUN 4/0AWG TPLX SVC ±70FT (_____ ACTUAL)
±70 '
JOBSITE
SCHEDULE 27
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 (MID 9995692).
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
FILTER FENCE DETAIL
Not to Scale 0150.3200
0150.3200
DEVELOPER & CUSTOMER NOTES:
THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, SELECT BACKFILL,
COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS 6750.6500
-REQUIRED TO PROVIDE AND INSTALL 3" SCH40 PVC FROM PO1 TO M01 ± 40'
-REQUIRED TO PROVIDE & INSTALL 3/8" NON-POLY PULL ROPE IN ALL CONDUITS FROM P01 TO M01
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD OF 5/8" MINUS AT P01
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 3/4 CUBIC YARD OF SAND AT M01
-REQUIRED TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL
-REQUIRED TO PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS & TRENCH AT ALL
TIMES
-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
-L&I INSPECTION & APPROVAL IS REQUIRED 72 HOURS PRIOR TO CONNECTION
-RESPONSIBLE FOR ALL TREE TRIMMING AND BRUSH CLEARING
CUSTOMER APPROVAL
I approve the location of the trench, including road crossings,
and all electrical equipment as shown on print.
________________________
Customer's Signature
________________________
Print Name/Date
PRELIMINARYONLYNOT FORCONSTRUCTIONCIRCUIT FEET ADDED: 0
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
3320 SQ.
200 AMPS
GAS
9.8 KW
130 A
3.4 %
2.9 %