HomeMy WebLinkAboutExhibit_6LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
J-BOXJ
NEW TRENCH LINE
EXIST. 3Ø WIRE
EXISTING CENTER LINE
EXISTING CONDUCTOR TO BE REMOVED
DISCONNECT - FUSED
EXIST. 1Ø WIRE
EXISTING RIGHT OF WAY
PROPOSED PULL VAULTP
EXISTING POLE
DOWN GUY
EXISTING SECONDARY SERVICE LINE
DISCONNECT - UNFUSED
EXISTING STREETLIGHT
NEW POLE
PROPOSED PADMOUNT TRANSFORMER
EXISTING PADMOUNT TRANSFORMER
HANDHOLE
BROTHERTON CADILLAC
SCHEDULE 73
OH TO UG CONVERSION
NOTE:
DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING
EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE,
SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS,
COMPACTION, ALL HARDSURACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED).
& ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS.
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
EROSION & SEDIMENT CONTROL REQUIREMENTS
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
GENERAL 1.
Pre-construction Notify appropriate City or County 48 to 72 hours or as required by
permitting agency before starting work on any right-of-way involving a permit.
Follow all requirements as outlined by the permitting agency.
Locate and mark all underground utilities prior to start of construction. If there is a
conflict with the intended trench route as shown on the site plan and existing utilities or
obstructions, trench route may need to be moved to opposite side of street.
Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County
authorities during Pre-construction meeting will determine the final trench route.
2. Existing Utilities
Hand excavate (pothole) all marked utility crossings to verify exact location and depth
at point of crossing. Protect underground utilities during excavation. Use hand
excavation methods if necessary to avoid damage. Fabricate and install adequate
temporary structures to support and protect underground utilities while exposed during
construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings.
Maintain 24" minimum separation between new trench or tunnel and parallel existing
utilities or as required by the permit agency.
In the event of damage to an underground utility, notify Puget Sound Energy at once.
Contractor agrees to make work force and resources available at once to Puget Sound
Energy or municipal authorities to repair damage at no cost.
3. Work Drawings
Maintain on site, in good condition, a complete file of all work drawings. These
drawings shall be available at all times to a Puget Sound Energy representative.
Corrections and changes made during the job shall be recorded continuously on these
drawings. All underground electrical facilities shall have a minimum of 36 inches of
cover. Any change must be approved by the PSE engineer or project manager.
Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the
end of the job.
4. Safety
Provide signs, barricades, and traffic control in conformance with local jurisdictions and
regulations. Provide flagging and or other vehicle traffic control as needed in
conformance with local regulations. (see SPM # 100.4000) Provide adequate signage
and protection to traffic during non-working hours. Maintain traffic flow as required by
permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and
bicycles.
Install warning barricades at least every 50 feet along the trench route from the time the
trench is opened until the trenching is complete.
5. Existing Systems
Maintain existing electrical system in service until new system is complete, tested, and
ready for service. Disable existing system only to make cutovers and connections as
directed by Puget Sound Energy's representative.
Provide temporary wiring and connections to maintain existing systems in service during
construction; if a scheduled outage is not possible. When work must be performed on
energized equipment or circuits, use qualified personnel for such operations.
EARTHWORK
See Puget Sound Energy SPM 6800.4050
1. Back hoe, Hand Dug Excavations
Paved Surfaces
Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow
off the edge of paved surface far enough to minimize asphalt disturbance. Repair any
blow out areas (where edge has been broken) by sawing. The depth of the trench shall
be enough to allow 36" of cover . Backfill material shall be Controlled Density Fill (CDF)
cover or select fill (5/8" minus) to meet permit requirements.
Unpaved Surfaces
Conduit/cable trenches are to be excavated just off the existing road edge or in the
shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with
the narrowest width bucket practical or plow. Trench shall be deep enough to allow a
minimum of 36" of cover over the top most cable. All ditch crossings shall have a
minimum of 36" cover from the lowest point within the existing ditch line.
Culverts; when installing facilities under a culvert, excavation must be filled with packed
crush rock. If any culvert is damaged it will be repaired or replaced in accordance with
permitting agency and contractors responsibility.
Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes
become the property of the contractor immediately upon removal. Remove spoils and
wastes promptly to an approved disposal site. Remove spoils containing asphalt or
concrete to a disposal site specifically approved for such materials. Provide Puget
Sound Energy with a disposal receipt for all spoils.
2. Backfill
Unpaved Road Surfaces
Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted
to 95% density. Backfill for unpaved road sections shall consist of native material
compacted to 95% density.
At the end of each workday, backfill or plate all trench, remove all spoils and clean
roadway surface of large hazardous debris.
3. Surface Restoration
Unpaved Surfaces
Restore ground surface to original contour. Restore to original condition or better.
4. Landscaping
Arrange and perform work to minimize impact to existing landscaping. Restore
landscaping that has been disturbed during the course of work, including seeding of
banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to
avoid sloughing. Leave area in its original state or better at the end of construction.
Hand dig if required to prevent damage to tree roots.
ELECTRICAL
1. Conduit
Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6"
DB120 for direct burial. Maintain 36" minimum cover above top conduit at all times or as required
by the permitting agency.
Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top
conduit at all times or as required by the permitting agency. Bends shall be made with as long a
radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during
installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before
penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the
4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10'
minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and
cap conduit to prevent the entry of dirt and moisture.
Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as
straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs
may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing
under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs,
cut the conduit ahead of kink and splice to new conduit to continue run.
2. Underground Primary Cable
Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene
jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service
with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run
with each 3 phase circuit of 750 MCM.
Install cable into existing or new conduit systems using approved installation equipment.
Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be
non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not
be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be
equipped with instrumentation to continually monitor and record peak tension encountered during
a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy.
Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if
pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed
minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations.
Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy
approved lubricant to cable continually during pulling to reduce pulling tension and to permit future
removal.
Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment
and prevent un-necessary damage to sidewalks.
Train and coil cables in vaults as required to form a smooth transition from conduit to termination.
if terminations are to be performed by others, coil 15' of cable in vault and cap end.
3. Terminations and Splices
Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115-
5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and
cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317.
Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice
cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076.
4. Concrete Vaults
Excavate, install base material, and compact base material in accordance with Puget Sound
Energy SPM 6775.0040.
Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use
precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes
plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road
elevation. Install hillholders as required on sketch or by construction notes.
5. Grounding
Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable
is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth
in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2
copper jumper or to Concentric neutral at each splice vault location. Minimum grounding
requirement is 4 grounds per mile.
6. Existing Underground Primary Cable (if applicable)
Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall.
Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return
scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as
required by permitting agency.
7. Traffic Control
All traffic control to comply with current specifications in M.U.T.C.D.
GENERAL OVERHEAD NOTES:
1. Poles, conductors, devices to be installed per PSE Standards & Specifications.
2. Poles are to be installed or relocated as staked.
3. All new poles set shall be the class indicated on the sketch or better.
4. Install ground plate assembly on all new poles.
5. Install grid numbers on all new and existing poles as shown on sketch.
6. Treat all field-drilled poles with copper Naphthenate wood preservative.
7. Customer/Developer to coordinate between utilities.
8. All new and relocated poles -locations- to be approved by King Co.
OVERHEAD CIRCUIT MAP (1602E008)
SCALE: 6" = 1 MILE
WORKZONE
PREL
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Vicinity Map
47.469457, -122.220439
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.
JOB SITE
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"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
J. CHAU 253-208-9480 02/22/23
R. REYNOLDS 253-262-7409 02/22/23
E. SCHOTT 714-893-2405 02/22/23
N/A RENTON
BROTHERTON CADILLAC
SCH'L 73
209 SW 12TH ST, RENTON, WA 98055
N/A N/A
N/A 101158373
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
NW 19-23N-05E N/A N/A
2305E074 2305E076 2305E074SE GRA-26
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
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:JENNY CHAU
253-208-9480
JENNY.CHAU@PSE.COM
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#101158373Owner / Developer Contact Info
officeATTN:
BROTHERTON CADILLAC
209 SW 12TH ST
RENTON, WA 98055
BRAD BROTHERTON 425-981-1000
513130149
594153794
593250058
108144539
101158373
Dist UG Maint
Dist OH Maint
Removal
Superior
DocuSign Envelope ID: 38C5462B-3449-4BF4-9564-2CB3ED7160E6
SW 12TH
S
T ROW50'317450-165764 T145/1
112.5 kVA 208V (ABC)
GRA
26
317443-165738 T144/19X
317444-165761 T0/13
50 kVA 120/240V (B)
SLAG7001
101
215
317433-165738 T0/14
37.5 kVA 120/240V (B)
SW#_____ (SB)
209
336ACSR
317444-165747
SW#_____ (100T)
SW#_____ (SB)
317441-165730
336ACSR
6"MIN FROM EOP
4' X 4' WORK PIT
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED PSE INST. 1-RUN 750 FEEDER CABLE ± 290'
1-6" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 230'
(AØEJN448)
(BØEJN449)
(CØEJN450)
PSE PROVIDED & CUSTOMER INSTALLED
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
P01 P02 6 1 230'703 703 3Ø 750 290'EJN448 EJN449 EJN450 -
2" PVC (FT) & BENDS =230'0 0 0 0 1/0 AL JKT TOTAL (FT) =290'
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.
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.
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" MinC
L
Direction of Vehicular TrafficC
LTOP VIEW
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit
CONDUIT RISER PLACEMENT DETAIL (P01 & P02)
SCALE: NONE
4'x4' Work Pit
00 1"2"
00 50'100'
INSTALL SITE PLAN
SCALE: 1" = 50'
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER
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)
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE
SITE SPECIFIC NOTES
AT P01: 317444-165747
-INSTALL NEW 45' CL-1 DISTRIBUTION POLE W/ GROUNDS PER STD 6010.1000 (PD451)
-INSTALL (1) 12kV 1/0 AND FEEDER TERMINATION DEADEND PER STD 6043.1022 (TSU6D31)
-INSTALL SWITCH #T__________
-INSTALL SWITCH #T__________
-INSTALL (1) 4" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000(RIS4CSS)
*FOR 3Ø L/E ON WO#_____________
-INSTALL (1) 6" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000(RIS6CSS)
-INSTALL (1) TRIPLE HELIX ANCHOR 30' WEST PER STD 6012.1000(ANDH3)
-INSTALL (2) 7/16" PRIMARY DOWNGUY PER STD 6013.0100 (GYD7SA)
-INSTALL (1) 7/16" NEUTRAL DOWNGUY PER STD 6013.0100 (GYD7SAN)
-INSTALL GRID#
AT P02: 317433-165738
-EXISTING 1962 75' CL-1 POLE TO REMAIN
EXISTING 37.5kVA 120/240V XFMR TO REMAIN
-INSTALL 3Ø 336.6 DEADEND UNDERBUILD PER STD 6043.1042 (DEH015)
-INSTALL (1) 12kV 3Ø FEEDER TERMINATION ALT PER STD 6043.1020 (TSU3DF1A)
*RELOCATE XFMR CUTOUT TO 9' ARM IF NEEDED.
-INSTALL SWITCH #T__________
-INSTALL (1) 6" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000(RIS6CSS)
-INSTALL (1) TRIPLE HELIX ANCHOR 30' E PER STD 6012.1000(ANDH3)
-INSTALL (1) 7/16" PRIMARY SPAN GUY 60' EAST TO P02A PER STD 6013.0170 (GYD7OW)
-INSTALL (1) 3/8" NEUTRAL SPAN GUY 60' EAST TO P02A PER STD 6013.0170 (GYD3OW)
AT P02A: 317441-165730
-INSTALL NEW 35' CL-1 SERVICE POLE 6010.1100 (PS351)
-INSTALL (1) TRIPLE HELIX ANCHOR 20' EAST PER STD 6012.1000(ANDH3)
-INSTALL (2) 7/16" PRIMARY SPAN GUY PER STD 6013.0100 (GYD7SA)
-INSTALL GRID#
230'
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
J. CHAU 253-208-9480 02/22/23
R. REYNOLDS 253-262-7409 02/22/23
E. SCHOTT 714-893-2405 02/22/23
N/A RENTON
BROTHERTON CADILLAC
SCH'L 73
209 SW 12TH ST, RENTON, WA 98055
N/A N/A
N/A 101158373
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
NW 19-23N-05E N/A N/A
2305E074 2305E076 2305E074SE GRA-26
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 101158373CIRCUIT FEET ADDED: 230'
PREL
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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
6" to 12"
Under Normal
Conditions
65" Min for Triple Helix
DETAIL FOR TRIPLE
HELIX INSTALLATION
Not To Scale
ANCHOR DETAIL - TRIPLE HELIX
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
GRA-26
06/2020
83.00 86.00 85.00
0.00 0.00 0.00
83.00 86.00 85.00
WIRE REMOVAL TABLE
Work
Location Wire Size & Type Quantity
Length
(per
conductor)
Remarks
From To
P01 P02 PRI 336 ACSR 3 230'
P01 P02 LEGACY - #4
ACSR 1 230'
POLE TABLE (NEW)
Work
Location
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P02A 317441-165730 35 CL-1
P01 317444-165747 45 CL-1
DocuSign Envelope ID: 38C5462B-3449-4BF4-9564-2CB3ED7160E6