HomeMy WebLinkAbout105079168_MFP1600642460'
60'
100T
X3034
#2ACSRCBA40T
T76472
GAS ONLY
FEEDN
Vicinity Map
NOT TO SCALE
Owner / Developer Contact Info
officeATTN:
LIMELITE DEVELOPMENT
14508 NE 20TH ST # 200
BELLEVUE, WA 98007
TODD KARAM 206-778-3222
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"
X
X
X
X
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
501944084 105079168
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
501963144 107051075
N/A 106302181
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Perm. Service
Relocation
Removal
Temporary
Job Order
Distribution
Gas service
HP Svc/MSA
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
105079168107051075SCHED.SQ. FT.
MAX LRC =
CIRCUIT FEET ADDED: 80'
27 2500
80 AMPS
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
Marissa Chalcraft 253-395-6965 10/23/15
Asta Bitinas 253-437-6725 10/23/15
Asta Bitinas 253-437-6725 10/23/15
Asta Bitinas 253-437-6725 10/23/15
REDT # ( RW-094266 )City of Renton
LIMELITE SHORT PLAT
1Ø U/G Primary Elec L/E - 5 S/F Lots
16204 114TH AVE SE, RENTON WA 98055
PSE
N/A IP 132-60
107051075 105079168
1"=50'1 OF 2
King 32 CIKNC QCSOKE
NE29-T23N-R05E 212.080 212.083
2305E113 2305E136 2305E113 ROL-16
Comcast
Jim Brooke
253-288-7535
Century Link
Alex Harb
206-345-4476
Right-of-Way
Alex Malesis
425-462-3436
PSE
Marissa Chalcraft
253-395-6965
11.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:Marissa Chalcraft
253-395-6965
marissa.chalcraft@pse.com
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
18" MIN
18" MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
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 DIMENTIONS
NOT TO SCALE
TYPICAL NOTCH-OUT FOR TRANSFORMER,
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED EQUIPMENT
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF10'
10'
10'
SITE PLAN
SCALE: 1" = 50'
SITE
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
ROL-16
3/9/15
184 179 200
N/A 6 N/A
184 185 200
CONSTRUCTION NOTES:
P01 (316978-166502) 1988 CLASS 2-40':
-INSTALL (1) 2" PRIMARY RISER ON EXISTING STANDOFF BRACKETS (RIS2CSS)
-INSTALL STIRRUP (2254200 - TAP BØ)
PER STD 6042.1000
-EXISTING POLE TO REMAIN
-INSTALL 1Ø TERMINATION ON NEW FIBERGLASS ARM W/LINK BREAK CUTOUT
- INSTALL SWITCH # T76472
CROSSINGS CONDUIT TABLE
GAS POWER Length
X-ING Location Size Type Qty Location Size Type Qty
NO.from to (in)sched each N-S-E-W (in)sched each (ft)
X01 "A"LOT 3 4 40 1 S 65 GAS MAIN ONLY
4" SCHED 40 YELLOW PVC (ft) =65
Total 4" PVC Plug /Caps =2
Remarks
(Primary, Feeder, Secondary,
St. Light, Gas only, etc.,)
NO POWER
JOINT TRENCH DETAIL
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
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.
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
Primary & Secondary-Mainline Gas & Communications (NTS)
NOTE: CONDUIT SHALL BE SCHEDULE 80 OR BETTER UNDER HARD SURFACE
PER CITY OF RENTON REQUIREMENTS
NOT TO SCALE
& SURGE ARRESTOR (TSU1C1) 6043.1000
40T
T76472
40T
T76472
NEW
BØEHD362
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)
OVERHEAD CIRCUIT MAP 2305E136
SCALE: 6" = 1 MILE
PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
UNDERGROUND CIRCUIT MAP 2305E113
NO TO SCALE
SECONDARY 2"
SECONDARY 3"
PRIMARY 2"
CONDUIT LEGEND
CONDUIT DIAGRAM
NOT TO SCALE
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
Marissa Chalcraft 253-395-6965 10/23/15
Asta Bitinas 253-437-6725 10/23/15
Asta Bitinas 253-437-6725 10/23/15
Asta Bitinas 253-437-6725 10/23/15
REDT # ( RW-094266 )City of Renton
LIMELITE SHORT PLAT
1Ø U/G Primary Elec L/E - 5 S/F Lots
16204 114TH AVE SE, RENTON WA 98055
PSE
N/A IP 132-60
107051075 105079168
1"=50'2 OF 2
King 32 CIKNC QCSOKE
NE29-T23N-R05E 212.080 212.083
2305E113 2305E136 2305E113 ROL-16
Comcast
Jim Brooke
253-288-7535
Century Link
Alex Harb
206-345-4476
Right-of-Way
Alex Malesis
425-462-3436
PSE
Marissa Chalcraft
253-395-6965
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed CONDUIT VOLTAGE VOLTAGE ASBUILT INFORMATION
SIZE LENGTH Lot Corner SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO
Design
(ft)to Meter (ft)(in)
Design
(ft) (Percent)(Percent)
Actual Amount Installed (Conduit &
Cable)
V01 H1A 350 205 3 205 2 2.6 2.7
V01 LOT 3 1/O 10 60 2 10 2 2.7 2.7
V01 LOT 4 1/O 10 60 2 10 2 2.7 2.7
V01 LOT 5 4/O 155 60 3 155 2 3.0 3.4
H1A LOT 1 4/O 60 2 3.1 3.8
H1A LOT 2 4/O 60 2 3.1 3.8
1/O UG Triplex (ft) =20 2" PVC & Bends =20 4 0.2
4/O UG Triplex (ft) =155 3" PVC & Bends =360 4 0.7
350 UG Triplex (ft) =205 Total Qts of Glue =0.9
(1/0,4/0,350)
4/0 TO METER
10"
18"
16"
13"
10"
2"
SHALL BE STAGGERED
CONNECTOR BARS
IN THE FRONT
NEUTRALS SHALL BE 18"
16"
13"
12"10"
36"
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
NOT TO SCALE
FRONT VIEW WITH CONDUIT
SECONDARY PEDESTAL DETAIL AT H1A
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
FRONTVAULT DETAIL AT V01
NOT TO SCALE
Vault & Equipment Table
Site Grid Vault Size Type & Size Primary Bushings Transformer ASBUILT INFORMATION
Number & Cover Equipment ID Numbers Foreman-Complete
in Vault LB DC (Company ID)(Include Trf Phase tapped)
V01 317005 42X48X38 25KVA MP TRF
166499 Unistrut HH 120/240 1 MINU1SR 6045.1010 BØ
7663001 Matid:6247000
PRIMARY CABLE & CONDUIT TABLE
CONDUIT
LOCATION Size Qty Design BENDS PULL PULL Cable Design Foreman- Complete Cable Numbers
from to (in)
Length
(ft)90°45°22°11°(lbs)
Rev
(lbs)Size
Length
(ft)A B C Manufacturer Compound Year
P01 V01 2 1 80 2 40 121 1/0 AL JKT 130 EHD362
2" PVC (ft) & Bends =80 2 0.23 0.09 Qts 130 = Total 1/0 AL JKT (ft)
PRIMARY CABLE
Foreman Please Record
Actual Amount Installed
(Conduit & Cable)
ASBUILT
SITE
SITE
SECONDARY
HH/PEDESTAL TABLE
Site Pedestal Number of Remarks
or Positions (Include phasing information)
Handhole Required
H1A Pedestal 3 SEPS3 - 6050.1000 BØ
NOTE: CONDUIT SHALL BE
SCHEDULE 80 OR BETTER
UNDER HARD SURFACE
PER CITY OF RENTON
REQUIREMENTS
1
60'
60'
N
Vicinity Map
NOT TO SCALE
Owner / Developer Contact Info
officeATTN:
LIMELITE DEVELOPMENT
14508 NE 20TH ST #200
BELLEVUE WA 98007
TODD KARAM 206 778 3222
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)
GENERAL NOTES - GAS (JOINT TRENCH):105079168107051075Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two
working days prior to construction. 1-800-424-5555
Notify appropriate permitting agency prior to job start (see permit requirements).
Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosion
and Sediment Control and any additional local jurisdiction requirements.
Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the
appropriate Engineer/Project Manager.
Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities.
Check box on report for wire box (Test Lead) installation.
Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating
Standard 2525.2500.
To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on
this design, unless approved by the appropriate Engineer/Project Manager.
System MAOP denoted by System MAOP = PSIG
Install Main Valves out of traffic where possible.
Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed.
Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas
Operating Standards 2525.1200 and 2525.2300.
If STW pipe involved, coordinate installation with CP Tech. ____N/A_____ Cell # ____N/A_____ .
Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas
Field Procedures Manual 0812 and 0813.
Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400.
Unless otherwise noted:
All pipes installed in plat to be 2" MPE-7.
All crossings to be Yellow 4" PVC.
All Services to be 1-1/8" PE.
/ denotes service stub location.
(________') denotes footage between fittings.
Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas
Operating Standards 2525.1500, 2525.1600 and 2525.1700.
Note all recordable footages, locations and material changes on the as-built in red.
Upon completion of the project send the print copy, along with the completed work order, listing crew & actual
materials used to the appropriate design group.
On site pre-con required before start of job.
At symbol: install natural gas main piping and fixtures. Size as indicated on tables and
work sketch (gas main is to parallel power system unless otherwise shown on work sketch).
Inclement weather conditions may cause delays in construction times and dates.
19.
20.
18.
16.
17.
15.
14.
13.
6.
9.
11.
12.
10.
8.
7.
3.
5.
4.
2.
1.
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC OP MAP
Emer Sect GAS WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
CP APPROVAL
MAPPING
SCALE PAGE
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY CONTACT PHONE NO DATE
Drawing Number
SAP Sup Order Nbr
Marissa Chalcraft 253-395-6965 10/23/15
Asta Bitinas 253-437-6725 10/23/15
Asta Bitinas 253-437-6725 10/23/15
REDT # ( RW-094266 )CITY OF RENTON
LIMELITE SHORT PLAT
2" MPE-7 Gas Main Ext. - 5 S/F Lots
16204 114TH AVE SE, RENTON WA 98055
PSE
107051075
107051075
1"=30'1 OF 1
King 32 CIKNC
NE29-T23N-R05E 212.080 212.083
Comcast
Jim Brooke
253-288-7535
Century Link
Alex Harb
206-345-4476
Right-of-Way
Alex Malesis
425-462-3436
PSE
Marissa Chalcraft
253-395-6965
N/A N/A N/A
21.
501963144 107051075
N/A 106302181
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
GAS
PROJECT PHASE Notification #Order #
Retirement
Relocate
SAP Superior
Gas service
Service/Meter
HP Svc/MSA
Dis. Reg. / FT
Ind. MSA
Ind. Service
Service/Meter
Service/Meter
STOP TIME
START TIME
GAS MAIN PRESSURE & TESTING
TESTED BY
GAS MAIN INSTALLATION/RETIREMENT
SOAP AIR NITROGEN WATER
SOAP AIR NITROGEN WATER
STOP TIME
START TIME TESTED BY
TEST RESULTS P F
TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928
P F
Type/Work ManufacturerPipe Size Type Est Length Act Lgth
TYPE TEST
/ /
DATE OFF
PRESSURE
DATE ON
DATE OFF
TYPE TEST
PRESSURE
SYS MAOPDESIGN PRESS
DATE ON
2023 03/10
TEST RESULTS
/ /
/ /
/ /
INSTALL 2"2-MPE 45'
JOINT 2"2-MPE 74'
Contractor: CONSTRUCTION COST CODES:
Cell Phone:
Project Manager Contact Information:
"Locates Required"
"Flagging Required"
Yes No
Yes No
E-Mail:
Manager:Marissa Chalcraft
253-395-6965
marissa.chalcraft@pse.com
SITE PLAN
SCALE: 1" = 30'
JOINT TRENCH DETAIL
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
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.
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
Primary & Secondary-Mainline Gas & Communications (NTS)
SITE
CROSSINGS CONDUIT TABLE
GAS POWER Length
X-ING Location Size Type Qty Location Size Type Qty
NO.from to (in)sched each N-S-E-W (in)sched each (ft)
X01 "A"LOT 3 4 40 1 S 65 GAS MAIN ONLY
4" SCHED 40 YELLOW PVC (ft) =65
Total 4" PVC Plug /Caps =2
Remarks (type of crossing)
(Primary, Feeder, Secondary,
St. Light, Gas only, etc.,)
NO POWER
60 IP 132-60
60
PIPE TABLE - SERVICES
Description of Location Pipes Design As-Built
Activities from to Size Type Length Location Length Location EFV Series
SCAT SS TWIN EXIST. MAIN LOT 1&2 1 1/8 MPE-7 30 ( ') SCL 2,600
SS SINGLE 2" MAIN LOT 3 1 1/8 MPE-7 10 ( ') SCL 2,600
SS SINGLE 2" MAIN LOT 4 1 1/8 MPE-7 10 ( ') ECL 2,600
SS SINGLE 2" MAIN LOT 5 1 1/8 MPE-7 100 ( ') ECL 2,600
Total SS Single 2 Total 2,600 Series 4
Total LS Single 1
Total 1-1/8" Pipe =150
Total LS Twin 1
Remarks
CROSS SECTION - 114TH AVE SE (LOOKING NORTH)
NOT TO SCALE
CROSS SECTION - SE 162ND ST ( LOOKING EAST)
NOT TO SCALE
G
EXIST. 2" PE IP - 14'W CL
3.5'
E
8.5'13'5'
60' R/W
PLANTER
STRIPASPHALT S/W
3.5'
W
8.5'13'5'
PLANTER
STRIP ASPHALTS/W
G
EXIST. 2" STW IP - 14'S CL
3.5'
S
8.5'13'5'
60' R/W
PLANTER
STRIPASPHALT S/W
3.5'
N
8.5'13'5'
PLANTER
STRIP ASPHALTS/W
TOTAL INSTALL: 45'
TOTAL JT: 74'
CM APPROVES PARALLEL MAIN
2" MPE-7 GAS MAIN 32'E CL
G
Steve Mellinger 12.15.15