HomeMy WebLinkAboutP_Fencing_Plan_2_220126_v1436438442439439438438435435 434
430EN141005712
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SHEET:
REV NODRAWING NO
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CADD NO:
CLASS:
DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
c:\pwworking\projectwise\edahl\dms14262\D-21315_02.dgn1/25/2022USER: edahlD-21315_02.dgn CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF
D-
1"= 30'-0"SITE
21315
2 2
TAL
GRAPHIC SCALE
1" = 30'
030 30 60 120
PROPERTY LINE
SLOPE AND FLOW DIRECTION
FOUNDATIONS (REF ONLY)
HOUSE
CONTROL
DRIVEWAY
GRADING NOTES
438.25
EXISTING CONTOURS444
(115KV SIDE)
(SEE DRAINAGE PLAN)
TYPE I CATCH BASINNOTES
LEGEND:
GRADE
FINISHED STATION
(SEE DRAINAGE PLAN)
TYPE II CATCH BASIN
0
(230KV SIDE)
MATCH LINE
Know what'sbelow.
before you dig.Call
R
INTERNAL USE
DETERMINED BY A SOILS ENGINEER.
FEET, BY BENCHING INTO SOUND COMPETENT MATERIAL AS
HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5
BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEEPER THAN 3
UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE A
REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL AND OTHER
ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY
EXISTING CONDITIONS AS NOTED ON THE PLANS.
DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OF
2.
1.
KEY PLANN SEE D-18735ACCESS ROAD(27) EQUAL SECTIONS @ 11'-1•"10' HIGH FENCE W/2' RIBBON STRIP TOPPER (SEE D-21316, SHT-1, DET-1)(23) EQUAL SECTIONS @ 11'-1•"271'-6"20'GATE3.
2.
1.
N-174008.09
E-1304571.32
WO# 141005712 - SECURITY UPGRADES
ORIGINAL ISSUE
CHAIN LINK FENCING
PL
TALBOT HILL SUBSTATION
115kV SWITCHYARD
FENCING PLAN555'-1"ANTI RAM STATION GATE
20-FOOT (12' TALL) 12' HIGH FENCE315'-3"10' HIGH FENCE W/2' RIBBON STRIP TOPPER (SEE D-21316, SHT-1, DET-1)N-173421.73
E-1304264.53N-174003.34
E-1304256.10
581'-8"
10' HIGH FENCE W/2' RIBBON STRIP TOPPER (SEE D-21316, SHT-1, DET-1)
(51) EQUAL SECTIONS @ 11'-1•"
SHEET 1
SWITCHYARD
230kV
SWITCHYARD
115kV
0
0
CENTERED AND PARTIAL PANEL AT ENDCENTERED AND PARTIAL PANEL AT ENDAND PARTIAL PANEL AT ENDAFTER FENCE IS INSTALLED
OF YARD ROCK SHOULDER
REPAIR ANY DISTURBANCE
0
PSE SPEC. 1275.1310)
ELEVATION. (PER PSE SPEC. 1275.1330) AND 9" OF BASE COURSE (PER
THE NEW LAYER OF YARD COURSE WILL MATCH THE EXISTING YARD COURSE
FOUNDATIONS HAVE BEEN REMOVED AND NO NEW FOUNDATION IS LOCATED.
BACKFILL AREAS WITH BASE COURSE AND 4" OF YARD ROCK WHERE EXISTING
IS FOR TOP OF YARD ROCK TO BE 1" BELOW FOUNDATIONS.
TOP OF FOUNDATIONS INCLUDING SPCC CURB SET AT 438.33. INTENTION
NEW FENCING TO BE CONSTRUCTED IN SAME LOCATION AS EXISTING FENCE.STATEOFWASHIN
G
T
ONRE
GISTEREDPROFE
S
SIONAL ENGINEERSENOJ KCEREZ
49481
D-21315_02.dgn 1/25/2022 3:15:44 PM