APPROVED ENG Power Service and Street Light Deferred Submittal PLN2021-0037
Letter of Transmittal
December 2, 2022 RAM Job No: 20-024
To: City of Edmonds Public Works Department
Engineering Division
121 5th Avenue N.
Edmonds, WA 98020
From: Rob Long, PE
RAM Engineering
19109 36th Ave W, Suite 100
Lynnwood WA 98036
Subject: Brackett’s Reserve, PLN2021-0037
- Power and Street Light Deferred Submittal
Per the City of Edmonds construction plan approval, the applicant shall provide a deferred submittal
for the power service and street light locations. Attached is the Snohomish County PUD power
service plan that includes the power service layout for the plat and the proposed new street light
location (between lots 3 and 4). For reference, attached to this memo is the email correspondence
between the applicant, City of Edmonds and PUD discussing the new street light location. The below
sketch shows the proposed street light location.
Attachments:
1. PUD Power Service Plan (2 pages)
2. Street Light Location email correspondence (8 pages)
N
NORTH
A-55347 & A-55348
112336 & 112337
SCW
4/15/22
GAS IN PLAT
CUSTOMER CONSTRUCTED & ENERGIZED
DATE: 15-Apr-22 10:01TAGS
VAULT:
CABLE:
VICINITY MAP
UGND 14516-1
FEES REQ'D
E#
DATE APPROVED
PHASECIRCUIT NO
SUBSTATION
PRIMARY
RECEIPT#
WORK IN RIGHT OF WAY
UGND NO
ORDER
APPROVED
JPN#
SCALE
COMMERCIAL
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
BASIC FEE
$=$@FT
BASIC FEE
LEU#
LEO#
$@ =$
VAULT
PERMIT #
ONE CALL DATE
LOCATION MAP PAGE
PRE-CONSTR REQUIREMENTS
(DATE GRANTED)
TREE TRIM
TREE TRIM
$
$
PRIMARY OVERHEAD
RT
PUD LOCATOR
BACKHOE
POLE STENCILING
FROM TO
TAKE OFF POLE
FOREIGN CONTACTS
EASEMENTS REQUIRED
NOT REQUIRED
PERMITS
CITY
COUNTY
STATE
YES NO
MISCELLANEOUS FEES
TOTAL DUE
DATE PAID
$
$
$
$
$
$
$@ $
SECONDARY UNDERGROUND
$@ $
PRIMARY UNDERGROUND
DATE WORK COMPLETED FOREMAN
REASON FOR WORK
POLE NO
LOCATION
DATE
AREA
ENGINEER
DRAFTER
ROAD CROSSINGS ONLY
DATEAPPVNO.DESCRIPTION
DATEAPPV DESCRIPTION
DATEAPPVNO.DESCRIPTION
REVISIONS
AS-BUILT
ENGINEER
PHONE
CUSTOMER
CONTACT
¼S
PUBLIC UTILITY DISTRICT NO 1
SNOHOMISH COUNTY
PROVIDE 1Ì PRIMARY UNDERGROUND
DISTRIBUTION SYSTEM FOR
PRINTED
NOTED
/'=
/'=
PHONE
SECONDARY
REQUEST NO.
GIS
GIS QC
AS-BUILT
JOINT USE
DATE
&
INSPECTOR
STREET LIGHTING
YES NO
CELLULAR
DATE
OPERATION
M&R
M&R
GIS Ph
9125 240TH ST SW, EDMONDS 98026 LYNNWOOD
PLI 15330 SW 31 27 4
THE PLAT OF BRACKETS RESERVE
(11 LOTS)
3/3/22
S ELWIN
EJS
100084031
0060
14516-1
RICHMOND PARK
12-5217 1
PACIFIC RIDGE DRH LLC
JOHN MIRANTE
(206) 619-4009
JOINT TRENCH W/PSE
474,H3
JOINT TRENCH ZIPLY & CATV
JOINT BORE ZIPLY & CATV
FILE: W:\UG\14500\14516-1.dgnWOODWAYPARKDOGWOOD
226THST
SW EDMONDS WAY
100thAVW244TH ST SWLNRD3RDAV S220TH ST SW
KING COUNTYPUGET SOUNDWOODWAY
EDMONDS
HWY 9995TH PL W2
10
8
7
1
3
4
5
6
9
11
998
999
CABLE
VAULTS
TRANSFORMERS
ASSY#12U610
MAKE
SER
UTC
A-55347
ALL FOOTAGES APPROXIMATE
BY CUSTOMER
7200-240/120V
BY CUSTOMER
75 KVA
S
D
W
U
LAYOUT LEGEND:
OVHD
SCHEMATIC LEGEND:
J
J
P
S
P
ADDITIONAL UGND TAPPED AT T/O POLE
FAULT INDICATOR
FEED THRU BUSHING ON TRANSFORMER
EXISTING OVERHEAD
PRIMARY UNDERGROUND CABLE
FUSE
200 AMP J-BOX
1 Ì TRANSFORMER
SL
UNDERGROUND LOCATOR MARKER
STREET LIGHT
FIRE HYDRANT
WATER MAIN/METER
STORM DRAIN/CATCH BASIN
SANITARY SEWER/MANHOLE
FUTURE DUCT
EXISTING DUCT
EXISTING UNDERGROUND CABLE
RIGHT-OF-WAY LINE
PROPERTY LINE
POLE AND OVERHEAD LINE
SERVICE CONDUIT
STREET LIGHT CABLE
1/0 SECONDARY UNDERGROUND CABLE
4/0 SECONDARY UNDERGROUND CABLE
#350 SECONDARY UNDERGROUND CABLE
PRIMARY UNDERGROUND CABLE
STREET LIGHT PEDESTAL
LARGE SECONDARY PEDESTAL
SMALL SECONDARY PEDESTAL
SUBMERSIBLE SWITCH CABINET
PAD MOUNTED SWITCH CABINET
PULLING VAULT
SECONDARY VAULT
SUBMERSIBLE J-BOX
ABOVE GROUND J-BOX
SUBMERSIBLE TRANSFORMER
PAD MOUNTED TRANSFORMER
240TH ST SW
& UTILITY ESMT
15' INGRESS/EGRESS
& UTILITY ESMT
15' INGRESS/EGRESS
15-228576
PLI 15330
P
P
P
P
P109'A-55348
A-55347
1" = 50'
LAYOUT
ASSY#12U612
MAKE
SER
UTC
A-55348 25 KVA
MAKE PO REEL
164'OF (1)
FROM POLE TO A-55347
1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN 2" PVC
FT MARK TO
410'OF 350 KCMIL AL TPX SEC IN 3" PVC
MAKE PO REEL
132'OF (1)
FROM A-55347 TO A-55348
1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN 2" PVC
FT MARK TO
DUCT
A 50'3"OF (1) PVC
XINGS BY CUSTOMER
XINGS TO BE INSPECTED BY PUD LINE PERSONNEL
A-55347 & A-55348
BY CUSTOMER
A
3
VAULT LIST
VAULT SHEET
A-55347 & A-55348 1
SECONDARY PEDESTALS
4 SEC PEDS/INSTALL PER DIST ASSY# 1U801
BY CUSTOMER
2 SEC PEDS/INSTALL PER DIST ASSY# 1U802
FEED THRU PEDS ON LOT LINE 7/8 & 9/10
POLE RISER
BY CUSTOMER
AT POLE PLI 15330
RISER PER DIST ASSY# 12U111
INSTALL UGND TERMINAL POLE
GENERAL NOTES, DETAILS &
NTS
SCHEMATIC
DESIGN LOAD CRITERIA
4000' SQ FT
PARTIAL ELECTRIC
175A MOTOR LOAD
LOT#CONDUCTORLENGTH(ft)
11
10
9
8
7
6
5
4
3
2
1
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
SVC-4/0 AL TPX
53
62
60
59
63
61
60
56
51
61
61
REFER TO SHEET 2
ROAD SECTIONS:
WORK SITE
P
2
A
1
A102'(425) 783-4356
STEPHANIE ELWIN
(425) 737-3987
VAULT W/A 22" x 24" ACCESS HOLE
43" x 38" x 36" FIBERGLASS OPEN BOTTOM
STREET LIGHTS
1
INSTALL PER DIST ASSY# 1L902
ALL ST LT CA TO BE IN 2" PVC
ST LTS/SOURCE VOLTAGE 120V
BY CUSTOMER
15'#8OF AL DX ST LT IN 2" PVC
OVHD
OVHD
10028
UGND
AMPS
FU 4015
PLI 15330
1
2
240TH ST SW
A-55347
75-
A-55348
25-
AMPS
FU 40
112336
112337
0 14516-2
ROAD SECTIONS
DETAILS &
GENERAL NOTES,
RESERVE
BRACKETS
100084031
0060
NTS
EJS
EJS
S ELWIN
SCW
3/3/22
PUBLIC UTILITY DISTRICT NO 1
SNOHOMISH COUNTY
DATE
APVD
ENGR
CHKR
DFTR
SCALE
REV DESCRIPTIONNoDATEBYAPVDCHKRDRAWING REVISIONSENGRDATE: 15-Apr-22 10:01DESCRIPTIONNoDATEBYCHKRENGRAPVDORDER
OPERATION
FILE: W:\UG\14500\14516-2.dgnGENERAL NOTES:
ALL
AND MAINTAIN
ALL
ALL
ALL
INTEGRITY OF A CONDUCTOR OR CONDUIT.
ROCK OR OTHER SHARP OBJECTS, WHICH COULD DAMAGE THE
SIZE THUMBNAIL. BACKFILL SHALL NOT CONTAIN CRUSHED
NATURALLY OCCURRING OBJECT LARGER THAN AN AVERAGE
NATURAL EARTH SOIL CONTAINING NO ROCKS OR OTHER
SELECT BACKFILL IS DEFINED BY THE DISTRICT AS SELECTED
SHALL BE REQUIRED IF SELECT BACKFILL IS UNAVAILABLE.
AND COMMUNICATION CONDUITS TO PREVENT CRUSHING. SAND
6"-8" OF SELECT BACKFILL SHALL BE PLACED ABOVE POWER
INSPECTOR BEFORE THE PLAT WILL BE ENERGIZED.
CUSTOMER MUST RETURN AS-BUILT PRINTS TO THE PUD'S LINE
FINAL VISUAL INSPECTION.
REQUIRE ALL VAULTS AND PEDESTALS TO BE OPENED FOR A
PLAT IS ENERGIZED. THIS MAY, AT THE ENGINEER'S DISCRETION,
PROJECT LEADER/ENGINEER AND THE DEVELOPER BEFORE THE
WALK THROUGH INSPECTION OF THE PLAT WITH THE INSPECTOR,
THE CUSTOMER SHALL BE RESPONSIBLE FOR COORDINATING A
AND STANDARDS.
DE-ENERGIZED EQUIPMENT USING APPROVED PUD MATERIALS
THE CUSTOMER SHALL BE RESPONSIBLE FOR CONNECTING
INSPECTED BY PUD LINE INSPECTORS.
WHILE UNDER CONSTRUCTION, PUD FACILITIES SHALL BE
REVIEW ANY CHANGES PRIOR TO CONSTRUCTION.
PUD ENGINEER AND INSPECTOR SHALL BE NOTIFIED OF AND
DRAINS, ETC.) LOCATED ON OR NEAR PROPERTY CORNERS. THE
CHANGE DUE TO UNDERGROUND OBSTACLES (WATER, SEWER,
CONSTRUCTION OF PUD FACILITIES IN THE EASEMENT AREA MAY
STEEL ELBOWS.
ALL CONDUITS USED FOR PRIMARY CONDUCTORS WILL REQUIRE
ALL UNDERGROUND CABLE SHALL BE INSTALLED IN CONDUIT.
THE CUSTOMER'S EXPENSE.
REQUIRE THE CUSTOMER TO CORRECT THE ERROR AT
STAKED FACILITIES MAY, AT THE DISTRICT'S DISCRETION,
FACILITIES PER THE DRAWING. ANY VARIANCE TO THE
THE CUSTOMER SHALL STAKE AND INSTALL ELECTRICAL
TRENCH WIDTH SHALL BE AS INDICATED.
MEETING.
AMONG ALL CONCERNED PARTIES AT THE PRECONSTRUCTION
PRIOR TO BACK FILLING, UNLESS OTHERWISE AGREED UPON
TO GIVE JOINT TRENCH UTILITIES TWO WORKING DAYS NOTICE
THEIR FACILITIES INSTALLED. THE CUSTOMER IS RESPONSIBLE
SLOUGHING, WATER PUMPING, ETC.) UNTIL UTILITIES HAVE
THE INTEGRITY OF THE TRENCH (SHORING,
IT SHALL BE THE CUSTOMER'S RESPONSIBILITY TO PROVIDE
INSTALLING FACILITIES IN THE CUSTOMER PROVIDED TRENCH.
ARE TO BE UTILIZED FOR JOINT TRENCH UTILITIES
AND HEALTH ACT, CHAPTER 49.17 RCW. THE SAFETY SYSTEMS
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY
FOR SUCH TRENCHING AND EXCAVATION THAT MEET THE
CUSTOMER SHALL PROVIDE ADEQUATE SAFETY SYSTEMS
TRENCHING, WHERE THE DEPTH WILL EXCEED 4',THAT THE
AGREES THAT IN ANY WORK OR OPERATION INVOLVING
FOR TRENCHING AND VAULT EXCAVATIONS, THE CUSTOMER
ISSUING OF THE NOTICE TO PROCEED.
TELEPHONE, CATV AND PUD ONE WEEK PRIOR TO THE
PRECONSTRUCTION MEETING WITH DEVELOPER, GAS,
CUSTOMER SHALL BE RESPONSIBLE FOR HOLDING A
FOUR DAYS PRIOR TO CONSTRUCTION.
MATERIALS ON SITE AND READY FOR INSPECTION
CUSTOMER SHALL HAVE ALL CONSTRUCTION-RELATED
FEES AND PERMITS AS REQUIRED BY LAW.
EQUIPMENT, MANPOWER, PAPERWORK, ADMINISTRATION
THE CUSTOMER SHALL PROVIDE ALL NECESSARY TIME,
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.ABOVE PEDESTAL18" MAXIMUM12" MINIMUMPEDESTAL
SECONDARY
SMALL/LARGE
TRIPLEX CABLES
SECONDARY
TERMINALS
SET SCREW
4-POS/5-POS
PEDESTAL
OF CORNERS OF
TO FEED IN/OUT
3" PVC DUCT
NTS
TYPICAL PEDESTAL DETAIL
TRANSFORMER/PEDESTAL
PVC BELL END FROM
FLEXIBLE PVC W/SCH 40
3" CORRUGATED
20'20'
12'12'
R/W Ò R/W
EASEMENT
10'
EASEMENT
10'
1'1'
NTS
TYPICAL ROAD SECTION
TRENCH
PEDESTAL
SECONDARY
VAULT
TRANSFORMER/
3'-6"
ROAD A
5'5'
PED
SEC
5'-3"
30'
12'
R/W Ò
EASEMENT
10'
6"
NTS
TYPICAL ROAD SECTION
240TH ST SW
5'
TRENCH
3'-6"47" *SECONDARY DEPTHPRIMARY DEPTHTELE TV
NOTE:
12"
MIN
TYPICAL JOINT ROAD CROSSINGS
NTS
SEPARATION
2" MIN
24" MINIMUM FROM FINAL GRADE36" MIN-42" MAX FROM FINAL GRADEEND OF CONDUI
TEXTEND TRENCH
3' PASTFINAL GRADE
FINAL GRADE
AND THEN BACKFI
LLAT ENDS.
CONDUITS SHALL BE EVEN
DUCT TAPE SHALL NOT BE USED.
W/DISTRICT APPROVED PLUGS,
SEAL ENDS OF CONDUIT
PRIMARY POWER
SECONDARY POWER
12" MINIMUM GAS SEPARATION.
CONDUITS.
MIN 2" SEPARATION BETWEEN
PLUGS.
WITH DISTRICT APPROVED
ALL CONDUITS TO BE SEALED
IN XINGS VARIES
NUMBER OF CONDUITS
4.
3.
2.
1.
WIDTH VARIES/30" MINIMUM
MAX TRENCH DEPTH*
FINAL GRADE
CONDUIT OVER MARKER.
PLACE 5' LONG PIECE OF
OF POWER CONDUITS.
MARKERS PLACED AT ENDS
NOTES.
SEE GENL
BACKFILL.
SELECT
PROJECT ENGINEER.
IN WRITING BY THE DISTRICT'S
UNLESS OTHERWISE APPROVED12" MINIMUM OF SANDABOVE GAS CONDUITS, TYPSAND
GAS
3" MINIMUM OF
SIDE OF CONDUIT
SAND ON EACH6" MINIMUM OF SANDBELOW GAS CONDUITSPOSITION.
NEEDED TO RETAIN TRENCH
EVERY 10' OR SHADED AS
POWER AND GAS TO STAKE47" *WIDTH VARIES
36" MINIMUM
24" MINIMUMSECONDARY DEPTH36" MINIMUMPRIMARY DEPTH2"VARIES
TELE TV
GAS
SECONDARY
PRIMARY
SECONDARY
12"
MINSTREET SIDETYPICAL JOINT TRENCH DETAIL
NTS
SINGLE PHASEBELOW GAS CONDUITS3" MINIMUM OF
NOTE:ABOVE GAS CONDUITS, TYP36" MINIMUM DEPTH6" MINIMUM OF SAND1.
2.
3.
MAX TRENCH DEPTH*
PROJECT ENGINEER.
IN WRITING BY THE DISTRICT'S
UNLESS OTHERWISE APPROVED
SAND
SIDE OF CONDUIT
SAND ON EACH
RETAIN TRENCH POSITION.
EVERY 10' AS NEEDED TO
POWER AND GAS TO STAKE
LIGHT
STREET
NOTES.
SEE GENL
BACKFILL.
SELECT
FINAL GRADE
CONDUIT.
ALL CONDUCTORS IN
IN TRENCH VARIES.
NUMBER OF CONDUITS
POWER SEPARATION.
12" MINIMUM GAS TO
12" MINIMUM OF SANDVAULT
TRANSFORMER/
PEDESTAL 10' EASEMENT8'10' EASEMENTPEDESTAL
R/W
R/WÓ Ó PC
PC
NTSA-12345PEDTRENCH Ò 3'-6"TRENCH Ò 3'-6"WITH FACILITIES ON PROPERTY LINE
TYPICAL STAKING LAYOUT
MARKINGS
STAKE
TYPICAL
STREET SIDE
STREET SIDE
10' EASEMENT4'8'R/W
Ó PC
VAULT
PRIMARY
GAS
TELEPHONE
PUD
PED
SECPED
CATV
PED
TELE
4'
NTS 10' EASEMENTR/W
Ó PED
SEC
PED
CATV
PED
TELE
1'
STUBOUTS
VAULT AND
EXCAVATE FOR
2'
3'
TRENCH, TYP
ACROSS JOINT
ON GAS STUB
PVC CONDUIT
TYP
GAS STUB,
1'
PC
TRENCH, TYP
ACROSS JOINT
ON GAS STUB
PVC CONDUIT
GAS
TELEPHONE
PUD
CATV
GAS STUB, TYP
CATV
LAYOUT WITH FACILITIES ON PROPERTY LINE
TYPICAL JOINT TRENCH VAULT/PED
STREET SIDE
STREET SIDE
Ò TRENCH3'-6"Ò 3'-6"TRENCH
3'
2'
STUBS, TYP.
ABOVE GAS CONDUITS AND
AND 12" MINIMUM OF SAND
6" MINIMUM OF SAND BELOW
STUBS, TYP.
ABOVE GAS CONDUITS AND
AND 12" MINIMUM OF SAND
6" MINIMUM OF SAND BELOW