HomeMy WebLinkAboutP_Design_Residence_Inn_by_Marriott_2_105080173_V1_1709293PH FUT. XFMR
120/208v
EHC640-A
EHC641-B
EHC642-C
0/5
X1040 F:100T
318668-166268
EHI103-A
EHI104-B
EHI105-C
EHI100-A
EHI101-B
EHI102-C
10' CLEARANCE
EX. 60' 1-4"
NEW 25' 1-4"8' SIDEWALK⅊⅊
⅊
NEW CABLE TAG
EX. CABLE TAG
EX. CABLE TAG
4' X 4' PIT
11' X 11' PIT
⅊
"1100"
RESIDENCE INN
BY MARRIOTT
"1300"
HAMPTON INN
105080173THIS 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
N.T.S.
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.
DESIGNED BY
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
Vic Ibarra 425-429-574
Vic Ibarra 425-429-574
N/A N/A N/A
Boris Sidorov 425-417-4984
REQUIRED N/A - In Private Property
RESIDENCE INN BY MARRIOTT
INSTALL PRI L/E w/ 3Ø PM TRF
1100 Lake Washington Blvd N, Renton, WA 98056
PSE
N/A N/A
N/A 105080173
AS SHOWN 2 / 2
KING N/A N/A CSPSKEPM
SW 1/4 SEC5 T23 R5E N/A N/A
2305E019 2305E040 2305E019 HIG-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
CUSTOMER-SUPPLIED TRENCH FOR PRIMARY CABLE
SCALE: NONE
Excavated Dirt Pile
Final Grade
24" Min
Backfill for Schedule 40 Conduit
(NO Rocks over 10" Diameter
or foreign objects)Separation
4" Min
18" Min
48"
Max
36"
Min
Cover
Phone & TV Primary Power Cable
in Customer Provided
Schedule 40 Conduit
ROADSIDE
To Excavated Dirt Pile
SCALE:1"=30'
2"
Excavation - 19-1/2 cubic yards
SIDE VIEW
5'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
SCALE: NONE
EXISTING VAULT & EXCAVATION DETAIL AT J01
CONDUIT
LOCATION Size Qty Design BENDS PULL PULL Cable Design Cable Numbers
from to (in)
Length
(ft)90°45°22°11°(lbs)
Rev
(lbs)Size
Length
(ft)A B C Manufacturer Year
PRIMARY CABLE
Please Record
INSTALL PRIMARY CABLE & CONDUIT TABLE
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
J01 318670
166265
*
Matid: *3
V01 318670
166269
750KVA 120/208V
Matid: 6258300 3
7' x 7' x 4' w/60" x 24"
ACCESS W/8' SQ COVER
Matid: 7917901
ASBUILT INFORMATION
Additional Information
*
V01 4 1 1/0 AL JKT *J01 *1 -
3-Ø JBOX
w3-4Pos J-buses
EHC640 EHC641 EHC642
in Trench.
11'
11'TOP VIEWCustomer's service wire conduits may
enter at any corner other than the corner
where the primary cable enters the vault.
PSE Primary
Conduit
Excavation - 20 cubic yards
SIDE VIEW6" Crush Rock
3-6"4' - 8"
THE LID 2" ABOVE GROUND
4'-2"
VAULT DETAIL AT V01
NOT TO SCALE
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Transformer Install
SCHEDULE 80 GRAY PVC CONDUIT ONLY
BEFORE & AFTER UG MAP
80
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
6"6"
MIN
GUARD POST INSTALLATION
MIN
CONCRETE
GUARD POST LOCATIONS
XFMR
FRONT
GUARD
POSTS
3'
MIN
MIN
5'
MAX
5'
MAX
TYPICAL
3' MIN
2'-6"
5'
MAX
5'
MAX
5'
MAX
18"
MIN
5'
MAX
5'
MAX
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
V01 - GUARD POST INSTALLATION
Not to scale 0700.1600-03
18"
PAD &
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