HomeMy WebLinkAboutP_Design_105087408_V1_180330CUSTOMER SUPPLIED
4' X 4' WORK PIT
1-2" DB-120 DISCONTINUOUS PVC CONDUIT ± 20'
INST. 1-RUN 1/0 UG PRI CABLE ± 40' (CØXXXXXX)
CUSTOMER SUPPLIED
6' X 6' WORK PIT
2/3 CUBIC YARDS OF 6” CRUSHED ROCK
CUSTOMER SUPPLIED
NEW CØXXXXX
SITE PLAN
N
Vicinity Map
N/A
Owner / Developer Contact Info
officeATTN:
VERIZON WIRELESS
M/S PO BOX 2375
SPOKANE, WA 99210-2375
MARK CLEMENS (206) 775-5105
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.105087408FOREMAN (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
505329193 104299418
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Perm. Service
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:VAL BUZUNOV
(425) 457-9938
VAL.BUZUNOV@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
VAL BUZUNOV (425) 457-9938 12/29/17
VAL BUZUNOV (425) 457-9938 12/29/17
N. PETTIE (714) 893-2405 12/29/17
REQUIRED RENTON
VERIZON SEA RELIABLE
1Ø PRI L/E
4201 LIND AVE SW, RENTON, WA 98055
N/A N/A
N/A 105087408
AS NOTED 1 OF 1
KING N/A N/A QCSOKE
30SW-T23R-05E N/A N/A
2305E119 2305E124 2305E119 VIC-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
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
105087408500771819
CUSTOMER & DEVELOPER NOTES
THE CUSTOMER IS RESPONSIBLE TO PROVIDE ALL TRENCHING, SELECT BACKFILL, COMPACTION &
RESTORATION PER PUGET SOUND ENERGY STANDARDS 6750.6500
-REQUIRED TO PROVIDE 6' X 6' WORK PIT & &8%,&<$5'62)´&586+('52&. AT V01
5(48,5('723529,'(¶;¶:25.3,7$7J01
-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 CONNECTION
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 - COMMERCIAL PROJECT
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
VIC-17
06/2017
236.00 242.00 233.00
0.00 0.00 0.88
236.00 242.00 233.88
OVERHEAD CIRCUIT MAP 2305E124
SCALE: 6" = 1 MILE
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE
JOB SITE
JOB SITE
ASPLUNDH CONSTRUCTION CORP.
CIRCUIT FEET ADDED: 20'
SQ. FOOTAGE: N/A
PANEL SIZE: 200A
HEAT TYPE: ELECTRIC
EST. DEMAND: 9.6kW
LRC: 65A
% V. DROP: 0.8%
% FLICKER: 1.5%
UNDERGROUND CIRCUIT MAP
SCALE: 1" = 50'
SITE SPECIFIC NOTES
AT J01: 316704-165601
-EXISTING J-BOX TO REMAIN
-INSTALL (1) L/B ELBOW (ELB10J) PER STD 6045.1010
AT V01: 316699-165585
-INSTALL 36" x 42" MP HH & GRNDS (MINU1SR) PER STD 6045.1010
,167$//N9$Y3$'0281775) 0,'
-INSTALL (1) L/B ELBOW (ELB10J) PER STD 6041.1000
-CONNECT 1 RUN OF CUSTOMER OWNED 3/0 UG TPX
-INSTALL GRID #316699-165585
SPAN SPECIFIC NOTES
J01 TO V01:
,167$//'%',6&217,1828639&&21'8,7
,167$//5818*35,&$%/(
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
V01
316699-165585
25kVA
6247000
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
3' MIN
3' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
VAULT & EXCAVATION DETAIL @ V01
Not to scale
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE
SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE
J01 V01 2 1 20'48 44 1/0AL JKT 40'CØ_-
2" PVC (FT) & BENDS =0 0 0 0 1/0 AL JKT TOTAL (FT) =40'
NEW 25kVA 120/240v
TOP VIEW
SIDE
VIEW
EXCAVATION:
4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
FRONT
FRONTCommunications
Primary Power
Cables or Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
12" Min
Separation36"MinCover48"MaxBackfill(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.
1253810010
PARCEL #