HomeMy WebLinkAboutP_Design_105084548_V1_1710051 2 3
121314
TRACT D
TRACT A
NE 9TH STREET
OLYMPIA AVE NE4 5 6 7
8910 TRACT CTRACT B11#2ACSRFUSE @ 40T
SW#T79240ABC
880
863
859
855 #2ACSR#2ACSRFEEDPRE
11
60'53'53'60'
N
Vicinity Map
47.4972, -122.1746
Owner / Developer Contact Info
officeATTN:
HARBOUR HOMES, LLC
400 N. 34TH ST., STE. 300
SEATTLE, WA 98103
JAMLE WALLIER 206.315.8130
THIS 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)
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
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.
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
504451468 105084548
504451462 107053965
106322711
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Distribution
Service Stubs
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH
PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES
SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE
STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR
VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4"
BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF
REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR
DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL
TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE.
ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH
INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED
TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY
CABLES PER THE CIRCUIT ONE-LINE DIAGRAM.
UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD
CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON
WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER
PUGET SOUND ENERGY STANDARDS.
AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN
CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE &
CONDUIT TABLE.
AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN
CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE &
CONDUIT TABLE.
AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER.
ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE.
AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3)
MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE.
(EXCAVATION: 3' SQ.)
AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS
INDICATED ON VAULT TABLE.
AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT.
AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF
STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO
EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE
STREET LIGHT STANDARDS. )
INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES
AND DATES.
POWER GENERAL NOTES - PLAT PROJECT
105084548107053965Phone
INTOLIGHT Contact Information:
DANIELLE TROUPE
425.456.2526
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
B.HARMON 425.495.5528 4.14.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
REDT # ( RW-100305 )RENTON
THE PINES AT HIGHLANDS
1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS
850 MONROE AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 088-60
107053965 105084548
1" = 50'1 OF 2
KING 30 CIKNC QCSOKE
09SE-T23-R05E 206.085 204.080
2305E033 2305E040 2305E033 PRE-11
CABLE
CBL TBD
CBL TEL TBD
TELEPHONE
COMM TBD
COMM TEL TBD
RIGHT OF WAY
ROW TBD
ROW TEL TBD
.
.
.
11.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:BRIAN HARMON
425.495.5528
brian.harmon@pse.com
x
x
x x
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
CONDUIT RISER PLACEMENT DETAIL
TOP VIEW
NOT TO SCALE
...
...
...
CBURRUS@HARBOURHOMES.COM
VAULT DETAIL @ V01
NOT TO SCALE
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
FRONTJOINT TRENCH DETAIL
NOT TO SCALE
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
ROAD SIDE
NATIVE
SECONDARY POWER
PEDESTAL
MATERIAL
P/L
Power
Secondary
Power
Primary
Conduit
Tel. & TV
12" Min
12" Sand
Cover when
gas line is in
trench
Sand
6" or 12"
4" Sand Bedding
1'
36"
Cover
42"
Gas
12"
18"
Lower 2"
10"
Pedestal
PSE 10' FRONTAGE
EASEMENT
1'
Cover
ROAD SIDE
MINIPAD
MINIPAD
FIELD SIDE
VAULT
6" of crushed rock
(base for vault)
P/L
Power
Secondary
Power
Primary
Gas
12" Min Horizontal Separation
Communications
42" Min
21"1'
Feeder
38"
2"
4" Sand Bedding
12" Sand
Cover
36"
Cover
4" Sand Bedding
42"
6" Additional depth when
Feeder is required
PSE 10' FRONTAGE EASEMENT
1'
TRANSFORMER
Final
Backfill
Initial
Backfill
Trench Depth
42" - 48"
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power
48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
@ H1A & H1B
SHALL BE STAGGERED
CONNECTOR BARS
IN THE FRONT
NEUTRALS SHALL BE 18"
16"
13"
12"10"
2"
10"
Pedestal will accept up to six 3" conduits
SEALED WITH FOAM
CONDUIT SHALL BE
120 PVC CONDUIT ELBOWS
TYPICAL 24" RADIUS DB
SIDE VIEW WITH CONDUIT
10"
18"
16"
13"
10"
2"
36"
FRONT VIEW WITH CONDUIT
SECONDARY PEDESTAL DETAIL
NOT TO SCALE
SITE
1" = 50'
SITE PLAN
SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 355
27 2500
80 AMPS
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
7
99 99 154
SITE SPECIFIC NOTES
At P01 (318439-166868) 1985 CLASS UNK - 45'
-INSTALL (1) 2" PRIMARY RISER ON STANDOFF BRACKETS
-STIRRUP (2254000)
-ALUM "H" CONNECTOR (2167000)
(RIS2CSS) 6042.1000
-FUSE @ 40T (3412500), TAP 'A' PHASE
-INSTALL SWITCH# T79240
-INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINKBREAK CUTOUT
& SURGE ARRESTOR (TSU1C1) 6043.1000
DEDICATED FACILITIES (105084548) for Dedicated Stub Locations
SITE SPAN ADDITIONAL REMARKS LABOR UNITS
#FROM TO FOOTAGE
-V01 LOT 4 55 DED. CONDUIT & WIRE 2-36, 2-54A
-V01 LOT 11 15 DED. CONDUIT & WIRE 2-36, 2-54A
TOTAL FT=70
CROSSING CONDUIT TABLE
X-ING
#
LOCATION GAS POWER
XING
LENGTH
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY LOCATION
SIZE
(IN)TYPE QTY
X01 LOT 2 LOT 14 2 40 1 W 3 SCH 80 2 65 GAS SVC, SECONDARY
X02 LOT 4 LOT 11 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
X03 LOT 5 LOT 10 2 40 1 W 3 SCH 80 1 65 GAS SVC, SECONDARY
X04 LOT 5 LOT 6 4 40 1 N 3 SCH 80 1 30 GAS MAIN, SECONDARY
X05 LOT 6 LOT 9 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY
2" PVC PLUG /CAPS = 8 2" YELLOW SCH 40 PVC = 260 FT 2" SCH 80 GREY PVC = 0 FT 2" PVC PLUG /CAPS = 0
4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 30 FT 3" SCH 80 GREY PVC = 485 FT 3" PVC PLUG /CAPS = 16
P02, HHA AND ALL RELATED FACILITIES TO BE
REMOVED/ RELOCATED ON SEPERATE WORK
ORDER
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
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
3' MIN
#2ACSRFUSE @ 40T
SW#T79240
ABC
TO BE RELOCATED#2ACSRFEEDPRE
11
NEW 1/O AL
(+6 $
1 2 3
121314
4 5 6 7
891011
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
B.HARMON 425.495.5528 4.14.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
E. ORTIZ .9.7.17
REDT # ( RW-100305 )RENTON
THE PINES AT HIGHLANDS
1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS
850 MONROE AVE NE, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 088-60
107053965 105084548
AS SHOWN 2 OF 2
KING 30 CIKNC QCSOKE
09SE-T23-R05E 206.085 204.080
2305E033 2305E040 2305E033 PRE-11
CABLE
CBL TBD
CBL TEL TBD
TELEPHONE
COMM TBD
COMM TEL TBD
RIGHT OF WAY
ROW TBD
ROW TEL TBD
.
.
.
...
...
...
EX OVERHEAD CIRCUIT MAP 2305E040
SCALE: 6" = 1 MILE
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
EX UNDERGROUND CIRCUIT MAP 2305E033
SCALE: 1" = 100'
SITE
THIS 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)
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
E01 V01 2 1 285 ------------
P01 V01 2 1 355 ----111 213 1/0 AL JKT 390 EHS496 ---
2" PVC (FT) & BENDS =285 0 0 0 0 1/0 AL JKT TOTAL (FT) =390
VAULT & EQUIPMENT TABLE
SITE #GRID #
VAULT SIZE &
COVER
TYPE & SIZE
EQUIPMENT IN
VAULT
PRIMARY
BUSHINGS TRANSFORMER ID NUMBERS
(COMPANY ID)
AS-BUILT INFORMATION
LB DC FOREMAN: INCLUDE PHASE TAPPED
V01 318433
166894
42"x48"x38"
Unistrut HH
Matid: 7663001
50KVA MP TRF
120/240
Matid: 6247100
1 1
MINU1SR 6045.1010 AØ
SITE
42"
45°42"
1'
45°Property LineRoad Side
Top View of Mainline Trench for
Single Stubout Location
3'Property LineRoad Side
Top View of Mainline Trench for Pedestal
or Double Stubout Location
42"45°
3'
45°
STUBOUT EXCAVATION DIMENSIONS
NOT TO SCALE
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED EQUIPMENT
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF10'
10'
10'
NOT TO SCALE
NEW CONDUIT DIAGRAM
SECONDARY 2"
ST. LT. CIC #6
SECONDARY 3"
PRIMARY 2"
CONDUIT LEGEND
SECONDARY CABLE & CONDUIT TABLE
LOCATION
CABLE CONDUIT VOLTAGE ASBUILT INFORMATION
SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO (1/O,4/O,350)Design (ft)Lot Corner to
Meter (ft)(in)Design (ft) (Percent)(Percent)Actual Amount Installed Cable Conduit
V01 H1A 350 195 3 195 2 3.0 1.9
V01 H1B 350 150 3 120 2 2.7 1.6
V01 LOT 3 1/O 75 50 2 75 1 2.9 3.0
V01 LOT 4 1/O 70 50 2 70 1 2.9 2.9
V01 LOT 5 1/O 15 50 2 15 1 2.4 1.8
V01 LOT 10 1/O 105 50 3 40 2 3.2 3.6
V01 LOT 11 4/O 110 50 3 45 2 2.7 2.7
V01 LOT 12 4/O 120 50 3 55 3 2.8 2.8
H1A LOT 1 1/O 50 2 3.4 2.9
H1A LOT 2 1/O 50 2 3.4 2.9
H1A LOT 13 4/O 95 50 3 30 3 3.6 3.4 LABEL YELLOW TAG "MUST BE 4/0 TO MTR"
H1A LOT 14 4/O 85 50 3 20 2 3.8 3.8
H1B LOT 6 1/O 50 2 3.2 2.6
H1B LOT 7 1/O 50 2 3.2 2.6
H1B LOT 8 4/O 90 50 3 25 3 3.5 3.5
H1B LOT 9 4/O 80 50 3 15 2 3.5 3.4
1/O UG Triplex (ft) =265 2" PVC & BENDS (ft)=160 3 0 0 0 0.3
4/O UG Triplex (ft) =580 3" PVC & BENDS (ft)=545 21 0 0 0 2.0
350 UG Triplex (ft) =345 TOTAL QTS OF GLUE 2.3
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H1A PEDESTAL 5 - SEPL6 6050.1000
H1B PEDESTAL 5 - SEPL6 6050.1000
TYPICAL NOTCH-OUT FOR TRANSFORMER,
NOT TO SCALE
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)