HomeMy WebLinkAboutP_Design_105084051_V1_171005318611-166710
75kVA 120/240v
318602-166683
100kVA 120/240v
CUSTOMER OWNED, MAINTAINED
AND INSTALLED SECONDARY
CUSTOMER OWNED, MAINTAINED
AND INSTALLED SECONDARY
318620-166726
X787 F: Unk
N.O.
318622-166725
35'85'50
'
318619-166715
100kVA 120/240v
70'25'318600-166677
SW # T78962
F: 40T HARRINGTON AVE NEHARRINGTON PL NE (PVT)DRIVEWAY (PVT)
60' ROW HARRINGTON PL NE (PVT)318622-166681
40T
X5116 318622-166681
100kVA 120/240V
318596-166715
3X25kVA 120/208V ABCNABC#
2
A
C
S
R
#2 AC
S
R
318608-166723
3X37.5kVA 120/208V
#2 ACSR
CBAN"1159"
"1143"
"1135"
"1177"CBAN#4 CUBGLENWOOD AVE NE
SITE PLAN
SCALE: 1" = 40'
CIRCUIT FEET ADDED: 270'POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
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.
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.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
SITE SPECIFIC NOTES
P01 (318600-166677)
-INST. 1 - 12KV 200A FG OH/UG TERMINATION PSE STD 6043.1000 (TSU1C1)
-INST. 1 - #4CU - 2/0CU STRAIGHT LINE CLAMP (MID: 9240000)
-1 - L/B C/O FUSE ON FG ARM @ 40T
- INST. 1 - SWITCH # T78962
-INST. 1 - 2" RISER ON EXISTING STANDOFF BRACKETS PER STD 6042.1000 (RIS2CSS)
V01 (318602-166683)
-INST. 48" X 48" X 38" UNISTRUT MINIPAD VAULT W/ GNDS PER STD 6045.1010 (MINU1LR)
-INST. 100KVA 120/240V PADMOUNT TRANSFORMER PER STD 6045.1010 (MID: 6247200)
-INST. 1 - 12KV ELBOW KIT PER STD 6041.1000 (ELB10J)
- INST. 1 - 12KV DUST CAP
- CONNECT AND TAG 4 RUNS OF CUSTOMER INSTALLED, OWNED, AND MAINTAINED 500 KCMIL UG TRIPLEX- INST.
GRID # 318602-166683
J01 (318622-166725)
- REPLACE EXISTING B/O 4'8" X 4'8" LID W/ 1 - 3' SQUARE DIAMOND PLATE DOOR WITH LIKE KIND LID (MID: 7656400)
-INST. 1 - 12KV ELBOW KIT PER STD 6041.1000 (ELB10J)
V02 (318619-166715)
-INST. 48" X 48" X 38" UNISTRUT MINIPAD VAULT W/ GNDS PER STD 6045.1010 (MINU1LR)
- INST. 100KVA 120/240V PADMOUNT TRANSFORMER PER STD 6045.1010 (MID: 6247200)
-INST. 2 - 12KV ELBOW KITS PER STD 6041.1000 (ELB10J)
- CONNECT AND TAG 6 RUNS OF CUSTOMER INSTALLED, OWNED, AND MAINTAINED 400 KCMIL UG TRIPLEX
- INST. GRID # 318619-166715
V03 (318611-166710)
- INST. 48" X 48" X 38" UNISTRUT MINIPAD VAULT W/ GNDS PER STD 6045.1010 (MINU1LR)
-INST. 1 - 75KVA 120/240V PADMOUNT TRANSFORMER PER STD 6045.1010 (MID:6247150)
- INST. 1 - 12KV ELBOW KIT 6041.1000 (ELB10J)
-INST. 1 - 12KV DUST CAP
- CONNECT AND TAG 3 RUNS OF CUSTOMER INSTALLED, OWNED, AND MAINTAINED 500 KCMIL UG TRIPLEX
- INST. GRID # 318611-166710
SPAN NOTES
** SEE TABLES AND ONE-LINE DIAGRAMS, PG2 **
DEVELOPER CIVIL CONTRACTOR NOTES:
·REQUIRED TO PROVIDE A 7' X 7' PIT AT V01, V02 AND V03.
·REQUIRED TO PROVIDE A 4' X 4' PIT AT EXISTING PSE FACILITIES.
·REQUIRED TO PROVIDE 6” CRUSHED ROCK AT V01, V02 AND V03.
·REQUIRED TO PROVIDE AND HAVE EQUIPMENT TO PUMP OUT WATER FOR METER BASE PITS & TRENCH AT ALL
TIMES.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET
SOUND ENERGY STANDARDS# 6750.6500.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL **
DEVELOPER EXCAVATION NOTES:
·REQUIRED TO EXCAVATE & EXPOSED EXISTING PSE UG FACILITIES 48 HOURS BEFORE CONSTRUCTION
·ALL EQUIPMENT MUST BE PROTECTED FROM VANDALS WITH STEEL PLATE 48 HOURS BEFORE CONSTRUCTION.
·EXCAVATION MUST BE COMPLETED 48 HOURS PRIOR TO CONSTRUCTION.
·REQUIRED TO HAVE EXCAVATION EQUIPMENT ON SITE THE DAY OF CONSTRUCTION TO COMPLETE
BACKFILLING FOR THE UG PRIMARY & INSTALLATION OF THE 1PH OR 3PH VAULT.
·BACKFILL / COVER REQUIRED ON PRIMARY.
CONTRACTOR TRENCHING IN CITY OR COUNTY OR W.S. DOT RIGHT OF WAY NOTES:
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
ALL INSPECTIONS ARE REQUIRED BY POTELCO INC
·IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEES WILL BE APPLIED.
6"6"
MIN
GUARD POST INSTALLATION
MIN
CONCRETE 2'-6"
PAINTED
YELLOW
3'-6"
6'-0"
The following styles of guard posts are approved for Puget Sound Energy transformers:
- 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete.
The concrete shall have a minimum compressive strength of 3000 psi after 28 days.
The exposed portion of the post shall be painted traffic yellow.
- 6 ft x 9 in. diameter precast steel-reinforced concrete post.
Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA.
The exposed portion of the post shall be painted traffic yellow.
LENGTH
GUARD POST INSTALLATION
Not to scale 0700.1600-03
18"
PAD &
GUARD POST LOCATIONS
XFMR
FRONT
GUARD
POSTS
3'
MIN
MIN
5'
MAX
5'
MAX
TYPICAL
3' MIN 5'
MAX
5'
MAX
5'
MAX
18"
MIN
5'
MAX
5'
MAX
5'
MAX
5'
MAX
5'
MAX
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
18" MIN
18" MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
6775.0035 Not to scale
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Owner / Developer Contact Info
officeATTN:
Sunset Court LLLP
2900 NE 10th Street
Renton WA 98056
Sean McCarty 206-423-0689 105084051THIS 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)
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
N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Misc UG
Perm Service
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. Goodale 425-495-7049 6/22/17
S. Reed 82-6425 6/22/17
Nate Linville 253-970-7284
Required Renton
RHA Sunset Court Apartments
(2) New 1Ø Primary Line Extensions and Perm Service
1124-1158 Harrington Ave NE, Renton, WA 98056
105084051
As Noted 1 of 2
King CSPSKEIN
23N 5E 9NW
2305E034 2305E040 2305E034 PRE-11 & HIG-13
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:David Goodale
425-495-7049
dave.goodale@pse.com
N
Vicinity Map
BUILDING 2BUILDING 1 BUILDING 3
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
BUILDING 4 (A & B)
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
105084051503739870
N/A
5,410 SQ FT
125A (x11)
ELEC
52.5KW RES.
65A
1.7% @ XFMR
0.3% @ XFMR
5,410 SQ FT
125A (x11)
ELEC
52.5KW RES.
65A
1.7% @ XFMR
0.3% @ XFMR
13,702 SQ FT
125A (x17)
ELEC
66KW RESIDENTIAL
65A
1.4%
0.5%
17,526 SQ FT
125A (x23)
ELEC
105KW RESIDENTIAL
65A
1.7%
0.3%
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-11
6/13/17
92 99 154
-15.35 -
92 114.35 154
Project
Location
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
HIG-13
6/13/17
88 136 113
25.29 --
113.29 136 113
AT V01, V02, & V03
REPLACE EXISTING 4'8"
SQUAIRE VAULT LID
V01, V02, & V03 TRANSFORMER CLEARANCES
Not to scale 0700.1500-01
318602-166683
100kVA 120/240v
318600-166677
SWITCH # T78962
F: 40T
PSE: 1Ø - 1/0 AL JKT, L = 135'
BØ - EHI840
CUSTOMER PROVIDED, INSTALLED
AND MAINTAINED SECONDARY
(2) RUNS - 500kcmil UG TRIPLEX
CUSTOMER PROVIDED, INSTALLED
AND MAINTAINED SECONDARY
(2) RUNS - 500kcmil UG TRIPLEX
318611-166710
75kVA 120/240v
318622-166725
318619-166715
100kVA 120/240v
318618-166736
225kVA 120/208v
PSE: 1Ø - 1/0 AL JKT, L = 55'
AØ - EHI841
CUSTOMER PROVIDED, INSTALLED
AND MAINTAINED SECONDARY
(6) RUNS - 400kcmil UG TRIPLEX
PSE: 1Ø - 1/0 AL JKT, L = 155'
AØ - EHI842
318575-166698
300kVA 120/208v
CUSTOMER PROVIDED, INSTALLED
AND MAINTAINED SECONDARY
(3) RUNS - 500kcmil UG TRIPLEX
EXISTING 3Ø UG CABLE
AØ - 32410
BØ - 32411
CØ - 32412
EXISTING 3Ø UG CABLE
AØ - 30487
BØ - 30488
CØ - 30489
PSE PROVIDED:
(1) - 2" SCH-80 CONDUIT
IN CUSTOMER TRENCH
DEVELOPER:
(1) - 4" SCH-80 CONDUIT
EXISTING (1) - 4" SCH-80
CONDUIT CROSSINGDEVELOPER:
7' x 7' WORK PIT
DEVELOPER:
7' x 7' WORK PIT
PSE PROVIDED:
(1) - 2" SCH-80 CONDUIT
IN CUSTOMER TRENCH
DEVELOPER:
7' x 7' WORK PIT
HARRINGTON PL NE (PVT)DRIVEWAY (PVT)HARRINGTON PL NE (PVT)318608-166723
3X37.5kVA 120/208V
ONE-LINE DIAGRAM - P01 TO V01 (PRE-11)
NOT TO SCALE
CUSTOMER-SUPPLIED TRENCHES
Communications
Primary Power
Cables or Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
12" Min
Separation
36"
Min
Cover
48"
Max
Backfill
(No rocks over 10" diameter)
Separation
12" Min
Gas
4" Sand Bedding
32" Typical
(Power, Gas, and
Communications)
JOINT TRENCH DETAIL
Primary-Mainline Gas & Communications (NTS)
Separation
12" Min
6" or 12" Min Sand Shading after Compaction
- A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches (No PSE gas)
- A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.
AT V01, V02, & V03 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. Goodale 425-495-7049 6/22/17
S. Reed 82-6425 6/22/17
Nate Linville (253) 970-7284
Required Renton
RHA Sunset Court Apartments
(2) New 1Ø Primary Line Extensions and Perm Service
1124-1158 Harrington Ave NE, Renton, WA 98056
105084051
As Noted 2 of 2
King CSPSKEIN
23N 5E 9NW
2305E034 2305E040 2305E034 PRE-11 & HIG-13
Vault & Equipment Table
Site Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
ASBUILT INFORMATION
Foreman-Complete
LB DC
V01 318602
166683
48"x48"x38"
Unistrut HH
Matid: 7663002
100kVA MP TRF
120/240
Matid: 6247200
1 1
V02 318619
166715
48"x48"x38"
Unistrut HH
Matid: 7663002
100kVA MP TRF
120/240
Matid: 6247200
2 0
V03 318611
166710
48"x48"x38"
Unistrut HH
Matid: 7663002
75kVA MP TRF
120/240
Matid: 6247150
1 1
EXCAVATION: 6 - 1/3 CUBIC YARDS
3'-6"
SIDE VIEW
2"
6"
CRUSHED
ROCK
VAULT & EXCAVATION DETAIL
Not to scale 6775.0030
TOP VIEW
7'
7'
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT PRIMARY CABLE
ASBUILT INFORMATION
SIZE Qty LENGTH
Design
(ft)
BENDS PULL PULL Cable LENGTH
Design
(ft)
Cable Numbers Please Record Foreman - Complete
FROM TO (in)90°45°22°11°(lbs)
Rev
(lbs)Size A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable)
P01 V01 2 1 95 1 105 103 1/0 135 EHI840
J01 V02 4 1 45 1 72 65 1/0 55 EHI841 *EXISTING 4" CROSSING AT J01
V02 V03 2 1 145 2 153 160 1/0 155 EHI842
Total : 285' = 2" SCH-80 Grey PVC Total : 90° Bends = 4
Total Lube = 6 quarts
Total : 345' 1/0 JKT AL INSTALLED
ONE-LINE DIAGRAM - J01 TO V02 TO V03 (HIG-13)
NOT TO SCALE
CONDUIT DIAGRAM - J01 TO V02 TO V03 (HIG-13)
NOT TO SCALE
CONDUIT DIAGRAM - P01 TO V01 (PRE-11)
NOT TO SCALE
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.
UNDERGROUND MAP - BEFORE
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 105084051