HomeMy WebLinkAboutP_CSWPPP_Drainage_Control_Plan_210330_v4MAP CREATED BY:
V4: 03/30/2021Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC_Index.mxdTopo Basemap - ESRI Online,Transmission Line - PSE
ST169
ST900
§¨¦405
Renton
Renton
Newcastle
KingCounty 6
7
8
9
10
11
12
13
14
15
16
17 18
19 20
21
22
23
24 25
26 27
28
29
30
1
2
3 4
5
I0 0.25 0.5
Mile
RENTON
TEMPORARY EROSION ANDSEDIMENT CONTROL (TESC) PLANINDEX
SOURCES:
APPLICANT:Ryan WiederPuget Sound EnergyP.O. Box 97034, Bellevue WA 98009-9734 (425)999 - 2244
ACREAGE IN RENTON: 44.5 acres
§¨¦405 Renton
Newcastle
8 8888!(D!(D&-&-4/2
C-16A
A1
4/2
C-16B
A1 BMP
S2
BMPS2
BMPC121d
BMPC120c SE 95TH WAY0423059142 33451004453345100450
3345100470
3345100475
7788000140
K i n g C o untyC
i
t
y
o
f
N
e
w
cas
t
leC i t y o f R entonPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I220+00831
4/2
SCT10
EAST 100FT/WEST 100FT
STA=221+56.71
HT=88FT ELE=325.36
400
420440
460480
340
360
380
320
300
280
500
520
540560
400
420440
460480
340
360
380
320
300
280
500
520
540560
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 2Date: 8/23/2018
Page 1 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFTKing CountyPole information is provided in the plans as follows:
0/1 Pole Number
SCDE90 Engineering Pole Description
110FT Total Length of Pole (includes subsurface length for direct embed poles)
STA 572+38 Survey Stationing
HT=110FT ELE=63 Pole Height above-ground and Pole Base Elevation above MSL
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle88!(D!(D&-&-4/1
C-18A
C1
4/1
C-18B
C1 #*#*BMPC120c
BMPC151g
BMPC120c
0423059069
0423059142
3345100450K i n g C o untyC i t y o f R entonPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I215+00210+00501
831
4/1
SCDE60
EAST 072FT/WEST 072FT
STA=213+1.0
HT=72FT ELE=449.25
400
420440
460480
340
360
380
320
500
520
540560
580
600
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 1MATCHLINE SHEET: 3Date: 8/23/2018
Page 2 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle 888888!(D!(D!(D!(D!(D&-&-&-&-&-3/9
C-17A
C1
3/9
C-17B
C1
3/10
C-2A
C1
3/10
C-2B
C1 4/1C-18AC1
#*BMPC151
BMPC121d
BMPC120c
BMPC151g
BMPS2
P20
P
S
E
1
0
0
T
H
S
T
N
E
2
4
T
H
S
T
0423059002
0423059069
0423059142
0423059282
0423059313
04280000100428000015
0428000020
0428000290 K i n g C o unty
C
i
t
y
o
f
R
e
n
t
o
n
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I210+00501
205+00418
3/10
SCA15
EAST 095FT/WEST 095FT
STA=208+1.11
HT=95FT ELE=450.50
400
420
440
460
480
380
500
520
540560
580
600
620
640
660680
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 2MATCHLINE SHEET: 4Date: 8/23/2018
Page 3 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
C120c
BMP
BMPT5.12
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle 8888!(D!(D!(D!(D&-&-&-&-&-3/7
C-1
A1
3/8
C-17A
C1
3/8
C-17B
C1
3/9
C-17A
3/9
C-17B
C1
BMPS2
BMP
PC151g
BMPC151g
BMPC120c
BMPC120c
S
E
1
0
0
T
H
S
T
126TH AVE SE0423059002
04280000200428000025
0428000095
04280000950428000100
0428000105
0428000155
0428000160
0428000165
0428000190
0428000195
04280002000428000205
0428000210
0428000290 0428000290
0428100530
3449820290 3449820300
3449820310
3449820320
K i n g C o untyC i t y o f R entonPath: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I200+00361239
3/9
SCHDE5
EAST 050FT/WEST 050FT
STA=203+76.41
HT=50FT ELE=440.87
3/8
SCHDE5
STA=200+3.60
EAST 050FT/WEST 050FT
ELE = 438.00
3/7
DCT2D
90FT
STA=197+97.16
HT=77FT ELE=444.87
400
420440
460480
380
500
520
540560
580600
620
640
660
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 3MATCHLINE SHEET: 5Date: 8/23/2018
Page 4 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
C1C120c
BMP
BMPT5.12
BMP
T5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8!(D!(D&-3/6
C-1
A1
BMPC120c
NE21STS
T NEW P ORT CTNE
OLYMPIAAVENE0423059035 0428100530
0428100540
0428100545
3449820140
3449820150
3449820160
3449820170
3449820190
3449820200
3449820210
3449820220
34498202303449820240
3449820260
3449820270 3449820280
3449820460
3449820470
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I195+00190+00615
3/6
DCT2D
95FT
STA=191+72.13
HT=80FT ELE=401.63
852
400
420440
460480
380
500
520
540560
580600
400
420440
460
480
340
360380
320300
500520
540560
580600
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 4MATCHLINE SHEET: 6Date: 8/23/2018
Page 5 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
340
360
320300
BMPC120c
BMPC220i
V3 Date: 03/02/2021
§¨¦405 Renton
Newcastle
8
8
!(D!(D&-&-3/5
C-18A
C1
3/5
C-18B
C1#*#*MR01(Honey Creek)Type F
BMPC151g
0423059035
0423059342
3888320090
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I185+00852
3/5
SCDE60
EAST 090FT/WEST 090FT
STA=183+20.03
HT=90FT ELE=403.89
400
420440
460
480
340
360380
320300
280
260
500520
240
400
420440460
480
340
360380
320
300
280
260
500520
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 5MATCHLINE SHEET: 7Date: 8/23/2018
Page 6 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8 888
!(D!(D&-3/4
C-1
A1
BMP
C121d
BMPS3
BMPS2
NE15 TH S T0423059023
0423059097
0423059269
0423059342
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I180+00175+00672
3/4
SCDE60
105FT
STA=176+67.86
HT=91FT ELE=397.38
400
420440
460
480
340
360380
320
300
500520
540560
580600
400
420
440
460480
340
360380
320300
500
520
540560
580600
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 6MATCHLINE SHEET: 8Date: 8/23/2018
Page 7 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8888!(D!(D!(D!(D&-&-3/2
C-1
C1
3/3
C-1
C1
BMPC151g
BMPC151g
SR
9
0
0
0423059080
0423059097
0423059127
0423059145
0423059153
0423059269
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I170+00536401
3/3
DCA15
100FT
STA=171+22.20
HT=100FT ELE=389.41
3/2
DCA15
090FT
STA=167+21.64
HT=90FT ELE=391.71
400
420440
460
480
340
360
380
320300
500
520
540560
580600
400
420
440
460480
340
360380
320300
500
520
540560
580600
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 7MATCHLINE SHEET: 9Date: 8/23/2018
Page 8 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8!(D!(D&-3/1
C-1
A1
NE 12TH STLYNNWOOD AVE NE
MONROE AVE NE
0423059096
04230591270423059169
0423059182
0423059316
0423059317
77361000057736100009773610001077361000157736100016
7801300000
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I165+00160+00564458
3/1
DCT2
125FT
STA=161+67.96
HT=109FT ELE=383.42
400
420
440
460480
340
360380
320
500
520
540
560
580
600
400
420440
460480
340
360380
320
500
520
540560
580
600
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 8MATCHLINE SHEET: 10Date: 8/23/2018
Page 9 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle88
8
!(D!(D!(D!(D&-&-2/9
C-1
A1
2/10
C-1
A1#*BMPC120c
BMPC120c
MONROE AVE NE
LYNNWOOD AVE NE
28548000302854800035285480004028548000452854800050
2854800055
28548000602854800065
285480007028548000752854800080
7227900028
7227900030 7801300000
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I155+00525
2/10
DCT2
100FT
STA=156+96.08
HT=86FT ELE=390.15
2/9
DCT2
100FT
STA=151+75.53
HT=86FT ELE=397.22
400
420440
460480
340
360380
320
500
520
540560
580
600620
400
420440
460
480
340
360380
320
500
520540
560580
600620
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 9MATCHLINE SHEET: 11Date: 8/23/2018
Page 10 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8
!(D!(D&-2/8
C-1
A1BMP
C120cNE10THST
MONROE AVE NE
2854800080
2854800085285480009028548000952854800100
2854800105
2854800110 2854800115
2854800120 2854800125 7227900028
7809000005780900001078090000157809000020
7809200005
780920001078092000157809200020
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 150+00145+00533542
2/8
DCT2
110FT
STA=146+42.17
HT=95FT ELE=393.88
400
420440
460
480
340
360380
320
500
520540
560580
600620
400
420440
460
480
340
360
380
320
500
520
540560
580
600620
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 10MATCHLINE SHEET: 12Date: 8/23/2018
Page 11 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8!(D!(D&-2/7
C-1
A1
BMP
C120c
NE 8TH STNE 7TH CTMONROE AVE NE
7809000025780900003078090000357809000040780900004578090000507809000055
780920002078092000257809200030780920003578092000407809200045780920005078092000557809200060780920006578092000707809200075
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I140+00615 542
2/7
DCT2
110FT
STA=140+98.42
HT=95FT ELE=394.84
400
420440
460480
340
360
380
500
520
540560
580
600620
400
420
440
460
480
340360
380
500520
540
560
580
600620
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 11MATCHLINE SHEET: 13Date: 8/23/2018
Page 12 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8
8
888!(D!(D!(D!(D&-&-2/5
C-1
A1
2/6
C-1
A1
BMP
C120c NE 7TH STNE 7TH PLMONROE AVE NE
7227800425
7227800426
7809200080
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 135+00130+00601
2/6
DCT2
115FT
STA=134+85.06
HT=100FT ELE=386.81
2/5
DCT2
100FT
STA=128+84.48
HT=86FT ELE=378.68
400
420
440
460
480
340360
380
320
500520
540
560
580
400
420
440
460
480
340
360380
320
300
280
500
520
540
560
580
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 12MATCHLINE SHEET: 14Date: 8/23/2018
Page 13 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8!(D!(D&-2/4
C-1
C1
BMPC151g
BMPC120c
NE 6TH PLNE 6TH STRENTON TECH ACRD
MONROE AVE NE
7227800425
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I125+00120+00598
594
2/4
DCA15
085FT
STA=122+86.01
HT=85FT ELE=378.32
400
420
440
460
480
340
360380
320
300280
500
520
540
560
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 13MATCHLINE SHEET: 15Date: 8/23/2018
Page 14 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle88!(D!(D&-2/3
C-1
A1
M ONRO E AVE NE
RENTON TEC H A C R D72278004257227800500
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 120+00594
115+00652
2/3
DCT2
110FT
STA=116+81.81
HT=95FT ELE=341.54
400
420
440
460
480
340
360380
320
300
280
500
520
540
560
580
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 14MATCHLINE SHEET: 16Date: 8/23/2018
Page 15 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle888!(D!(D!(D!(D&-&-&-2/1
C-18A
C1
2/1
C-18B
C1
2/2
C-1
C1#*BMPC120c
BMPC151g NE 4TH
STRENTON TECH ACRD
1623059058
1623059059
1623059111
1623059112
7227800500
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I110+00281
2/2
DCA15D
115FT
STA=110+39.98
HT=115FT ELE=340.44
2/1
SCDE30
EAST 100FT/WEST 100FT
STA=107+58.76
HT=100FT ELE=339.96
105+00400
420
440
460
480
340
360380
320300
280
500
520
540
560
400420440
460
480
340
360
380
320300
280
260
500520
540
560
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 15MATCHLINE SHEET: 17Date: 8/23/2018
Page 16 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle888!(D!(D&-1/7
C-1
A1
1434000010
14340000121434000020 1623059059
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 105+00100+00755
1/7
DCT2D
105FT
STA=100+3.83
HT=91FT ELE=331.93
400
420
440
460
480
340
360380
320
300
280260
500520
540
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 16MATCHLINE SHEET: 18Date: 8/23/2018
Page 17 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPC120c
V3 Date: 03/02/2021
§¨¦405 Renton
Newcastle 88888!(D!(D&-1/6
C-1
A1
BMPC121
BMPS3
1434000010
1434000020
1623059133
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I95+0090+00673585
1/6
DCT2
105FT
STA=93+31.08
HT=91FT ELE=337.03
400
420
440
460
480
340
360380
320
300
280260
500520
540
240
400
420
440
460
480
340
360
380
320
300
280260
500520540
240
300
280260
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 17MATCHLINE SHEET: 19Date: 8/23/2018
Page 18 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPC120c
V3 Date: 03/02/2021
§¨¦405 Renton
Newcastle 888!(D!(D!(D!(D&-&-1/4
C-1
A1
1/5
C-1
A1
BMPC121d
BMPS3
BMPS3
BMP
C220i SE1STSTINDEX AVE SE1434000010
1434000020
1623059133
4307300550 4307300560 4307300570 4307300580 4307300590 4307300600 4307300610
4307301240
4307310360
4307310370
4307310380
43073103904307310400
4307330340 4307350010
4307350020
4307351230
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I85+00583
585
1/5
DCT2
115FT
STA=87+86.09
HT=100FT ELE=299.67
1/4
DCT2; 130FT
STA=81+73.15
HT=113FT
ELE=259.19
400
420
440
460
340
360
380
320300
280260
180
200
220240
300
280260
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 18MATCHLINE SHEET: 20Date: 8/23/2018
Page 19 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle 88 8
!(D!(D!(D!(D&-&-1/3
C-1
A1
1/4
C-1
A1
#*BMPC220i
BMPC203h
BMPS3
BMPC220BMP
C220 FERNDALEAVESE4307300390
4307300410
4307300420
4307300430
4307300460
4307300470 4307300480 4307300490 4307300500 4307300510 4307300520 4307300530 4307300540
4307301230
4307301240
430732022043073202304307320240430732025043073202604307320270 4307330270 4307330280 4307330290 4307330300 4307330310 4307330320 4307330330 4307330340
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I
1/4
DCT2; 130FT
STA=81+73.15
HT=113FT
ELE=259.19
80+00515548
1/3DCT2D085FTSTA=76+58.13HT=73FT ELE=306.00
75+00400
420
440
460
480
340
360380
320
300
280
260
180
200
220
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 19MATCHLINE SHEET: 21Date: 8/23/2018
Page 20 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8
8888
88!(D!(D!(D!(D!(D&-&-&-1/2
C-18B
C1
1/3
C-1
A1
1/2
C-18A
C1
#*#*BMPC203
BMP
S3
BMPC220i
BMPC220i
BMPC220iBMP
C151g
BMPC120c
C
O
A
L
M
I
N
E
H
A
Z
A
R
D FERNDALEAVESES
E
3
R
D
S
T
3955901130
4307300380
4307300390
4307300400
4307300410
4307300420
4307301220
4307301230
4307301260
4307320250430732026043073202704307320280430732029043073203004307320310
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I
548
75+0070+00410
1/2
SCDE60
EAST 070FT/WEST 070FT
STA=71+9.79
HT=70FT ELE=334.50 400
420
440
460
480
340
360380
320300
280
260
500520
220
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 20MATCHLINE SHEET: 22Date: 8/23/2018
Page 21 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8 8!(D!(D&-1/1
C-1
A1
Not Rated
B
M
P
C1
2
0COAL MINE HAZARD
COA
L
M
I
N
E
H
A
Z
A
R
D
SR 169
1623059035
1623059131
4307301220430730TRCT
430732032043073203304307320340430732TR-W
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I
410
65+001,524
1/1
DCT2D
090FT
STA=66+89.56
HT=77FT ELE=333.62
400
340
360
380
320300
280
260
120
140160
180
200
220
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 21MATCHLINE SHEET: 23Date: 8/23/2018
Page 22 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
Cedar River [ND]Type S, Shoreline
NR02Type Ns
NR02Category II
NR03Category III SR 169CEDAR RIVER TRLRIV
E
R
VIE
W
P
A
R
K
WALK1623059012 16230590331623059078 162305HYDR
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I60+0055+001,524 320
300
280260
100
120
140160
180
200
220
240
4060
80
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 22MATCHLINE SHEET: 24Date: 8/23/2018
Page 23 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8
8!(D&-0/9
C-1
A1
BMPC220iBMPS2
SE8THSTHARRINGTON PL SE
KIRKLAND AVE SE
1623059012
1623059078
1623059078
7701590000
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I50+00595
0/9DCT2D
100FTSTA=51+65.84
HT=86FT ELE=249.01
400420
340
360380
320300
280
260
120
140
160
180
200
220
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 23MATCHLINE SHEET: 25Date: 8/23/2018
Page 24 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT!BMPC151g
Existing Pole
0/11 to remain
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle8!(D!(D
!(D !(D
!(D
&-
&-
&-&-
&-
0/8
C1
0/8
C-18A
C1
115-5
115-4115-3
#*
#*
NR02Type Ns
NR04Category III
BMPC103a
BMPC121 COAL MINE HAZARDH
A
R
RIN
G
T
O
N
PL
S
E
SE 8T
H
S
T
SE 8THPL
2123059003
7701570000
7701590000
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I45+00697
0/8
SCDE90
EAST 100FT/WEST 100FT
STA=45+62.15
HT=100FT ELE=275.79400
420
440
460
480
340
360
380
320
300
280260
500
200220
240
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid
I 0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 24MATCHLINE SHEET: 26Date: 8/23/2018
Page 25 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
C-18B
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8 8 8!(D!(D !(D
!(D
&-
0/7
C-1
A1
NR01(Ginger Creek)Type Np
NR01Category III
NR02Category IIINR02Category
I
I
I
D
NR02
-
E
s
t
i
m
a
t
e
d
Category
I
I
I
NR02Category III
BMPC121d
BMPC105b
BMPC101
BMPC121d
FULL MAP EXTENT INCLUDES COAL MINE HAZARD
2023059001
2023059050
2123059003
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 40+0035+00702
0/7
DCT2D
110FT
STA=38+95.26
HT=95FT ELE=360.45
400
420
440
460
480
340
360
380
320300
280
500520
540
560
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid
I 0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 25MATCHLINE SHEET: 27Date: 8/23/2018
Page 26 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
888
88!(D!(D!(D
!(D !(D
&-&-
0/5
C-1
A1
0/6
C-1
A1
NR02Category IIID
BMPC121d
BMP
S2
BMPC101
BMPS2
FULL MAP EXTENT INCLUDES COAL MINE HAZARD
FULL MAP EXTENT INCLUDES COAL MINE HAZARD
C
EDAR
RIDGEDRSE
2023059001
2023059001
2023059050 2023059050
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I30+00700
0/6
DCT2
125FT
STA=31+83.14
HT=109FT ELE=400.66
400
420
440
460
480
340360
380
500520
540
560
580
600
620
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid
I 0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 26MATCHLINE SHEET: 28Date: 8/23/2018
Page 27 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPC121d
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
8
8
8
!(D !(D!(D
!(D !(D !(D
!(D
&-
&-
&-
&-
&-0/3C-19C10/5
C-1
A1
0/4
C-18A
C1
0/4
C-18B
C1
115-2
#*
BMPC121d
BMPC151g
BMPS2
FULL MAP EXTENT INCLUDES COAL MINE HAZARDBEACON WAY
S
2023059001
2023059002
2023059003
2023059066
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 25+0020+00546
0/5
DCT2D
125FT
STA=24+98.52
HT=109FT ELE=414.55
0/4
SCDE110
EAST 070FT/WEST 070FT
STA=19+47.02
HT=70FT ELE=430.97
299
0/3
DCDE2
075FT
STA=17+38.25
HT=75FT ELE=430.35
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid
I 0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 27MATCHLINE SHEET: 29Date: 8/23/2018
Page 28 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle 88!(D!(D!(D!(D!(D!(D!(D!(D&-&-&-&-&-0CC0/1C-18BC10/2
C-19
C1
0/3
C-19
C1
0/4
C-18A
C10/4
C-18B
C1
0/1
C-18A
C1
0/4C-18A115-2#*BMPS2BMP
C140f
BMPC151g
FULL MAP EXTENT INCLUDES COAL MINE HAZARD
COAL MINE HAZARD BEACON WAY S
2023059002
2023059003
2023059051
2023059062 2023059066
2023059066
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I 20+000/4
SCDE110
EAST 070FT/WEST 070FT
STA=19+47.02
HT=70FT ELE=430.97
15+00306 299
0/3
DCDE2
075FT
STA=17+38.25
HT=75FT ELE=430.35
0/2
DCDE90
090FT
STA=12+38.27
HT=90FT ELE=431.39
400
420440460
480
340
360380
320
500
520
540
560
580
600
620
640
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid I0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 28MATCHLINE SHEET: 30Date: 8/23/2018
Page 29 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
BMPT5.12BMPT5.12
BMPT5.12
V4 Date: 03/30/2021
§¨¦405 Renton
Newcastle
!(D!(D!(D
&-
&-
&-0/1
C-18A
C1
0/1
C-18B
C1
0/2
C-19
C1BMPC151COAL MINE HAZARDZARDBEACON WAY
S
2023059003
2023059051
2023059062
2023059066
Path: G:\Projects\Washington\Puget_Sound_Energy_007022\EnergizeEastsideMapbook_10059878\7.2_WP\Map_Docs\Renton\ConceptualDrainageMemo\PSE_Renton_TESC2.mxdProject Corridor
&-Proposed Pole Location
!(D Existing Pole Location–To Be Removed
Transmission Line - Proposed
Transmission Line - Existing
Recommended Access- Proposed Pole
Olympic UndergroundPipline (Approx. Location)
Wastewater Utility Line
Water Utility Line
Underground Gas Utility Line
Underground Phone/TV Utility Line
Underground Power Utility Line
Unknown Underground Utility Line
#*Potential Stringing Site
Stream
Wetland
Wetland or Stream Buffer
Landslide Hazard
Landslide Hazard 50ft Buffer
Steep Slope
Steep Slope 50ft Buffer
Erosion Hazard
Coal Mine Hazard
Parcel
City Jurisdiction Boundary
I
332
0/2
DCDE90
090FT
STA=12+38.27
HT=90FT ELE=431.39
10+00199
0/1
SCDE110/SCDE90
075FT
STA10+35.18
HT=75FT ELE=443.43
400
420440
460
480
360380
500
520
540
560
580
600
620
640
Profile View
Structure
Conductor
Ground Line
Major Elevation Grid
Major Station Grid
Minor Station Grid
I 0 25 50
Feet
1 inch = 50 feet
MAP EXTENT
SOURCES: Roads and Parcels - King County (2015), Aerial- King County (2015); Streams, Wetlands and Buffers,Landslide Hazard and Buffers, and Steep Slopes andBuffers from Watershed Company (2017).
For cartographic purposes only.
Note:Note: Underground utility lines are surveyed in thevicinity of poles only. Existing Lake Tradition poles aren'trepresented by new conductors because they are anexisting line, and are being represented due to the polesbeing replaced.MATCHLINE SHEET: 29Date: 8/23/2018
Page 30 of 30
BASED ON PSE ENGINEERINGDESIGN REVISION N
RENTON
TEMPORARY EROSION AND SEDIMENTCONTROL (TESC) PLAN
BMPC120
5/7
C-16
A1
Proposed Pole Number
Structure Type (See Appx. A)
Construction Scenario Key (See Appx. B)
BMP Key (See Appx. C) DRAFT
V4 Date: 03/30/2021
STRUCTURE TYPES
Appendix A
Date: 8/23/2018
BASED ON PSE ENGINEERING DESIGN REVISION N
RENTON
Structure Type Naming Convention Description
SCDE C-18 A/B Single circuit deadend
SCT C-16 A/B Single circuit tangent
DCT C-1 / C-19 Double circuit tangent (D denotes OHGW overhead groundwire)
SCHDE C-17 A/B Single circuit horizontal deadend (only under SCL line)
SCA C-2 A/B Single circuit angle
*number after type in table denotes angle
Eastside 230 ROW and structure options.dgn 8/16/2017 2:06:44 PM
Structure Height
65'-105'
85'-90'
70'-120'
50'
90'-95'
V4 Date: 03/30/2021
CONSTRUCTION SCENARIOS
Appendix B
Date: 8/23/2018
BASED ON PSE ENGINEERING DESIGN REVISION N
RENTONStructure Type
Typical Construction
Scenario
(Not in critical area)
C-1 A1
C-2 C1
C-16 A1
C-17 C1
C-18 C1
V4 Date: 03/30/2021
BEST MANAGEMENT PRACTICES
Appendix C
Date: 8/23/2018
BASED ON PSE ENGINEERING
DESIGN REVISION N
RENTON
BMP Code Title Application Notes
C101 Preserving Natural Vegetation
Minimize disturbance to vegetation wherever possible. Maintaining vegetative cover on slopes and near water bodies is critical. Where possible, construction should be scheduled to maintain vegetation for as long
as possible.
C103a High Visibility Fencing
High visibility plastic fence (HVF) shall be composed of a high-density polyethylene material and shall be at least four feet in height. Posts for the fencing shall be steel or wood and placed every 6 feet on center
(maximum) or as needed to ensure rigidity. The fencing shall be fastened to the post every six inches with a polyethylene tie.
HVF should be used to establish boundaries of all work areas as well as wetlands. HVF should be installed prior to clearing activities and should remain in place until work is complete in a given area. Silt fence can
be used in lieu of HVF if it is highly visible and is at least 3' tall.
C105b Stabilized Construction
Entrance
The construction entrance shall be composed of 4-8" quarry spalls at 1' deep with a geotextile fabric base. Where possible, the access should be a minimum of 15 feet wide and 100' long. If the entrance intersects
a ditch, install a culvert to permit free flow through the ditch. In instances where ground conditions do not require the use of geotextile and rock installed at the entrance is to remain after completion of the work, the
geotextile can be omitted.
C120c Temporary and Permanent
Seeding
Apply seed to disturbed soils if they are to remain undisturbed for at least 30 days. The optimum seeding windows are from 4/1 to 6/30 and 9/1 through 10/1. Seed applied during the summer months will require
irrigation until 75% area coverage is achieved. Seed applied during the winter months will require a mulch cover to prevent seed from washing away.
C121d Mulching Mulch covers should be 2" thick at a minimum. Mulch should be spread over areas of disturbed soils that require temporary cover for less than 30 days.
C123e Plastic Covering Plastic sheeting can be used to temporary stabilize small areas of disturbed soils. Use caution when applying plastic sheeting as it can increase run-off velocity and concentration which can contribute to erosion.
Use check dams in these areas to mitigate these effects.
C140f Dust Control
High vehicle and equipment traffic on access roads and construction entrances make them particularly susceptible to dust generation. Vehicle speeds should be lowered where dust is being generated. Improve
road surface with mulch or gravel to provide a barrier between vehicle tires and fines. Water trucks can also be used in these areas for temporary lower-traffic applications. Track-out at construction entrances is
considered a problem when dust on the road becomes airborne when vehicles pass over. These areas should be swept and kept free of fines at all times.
C151g Concrete Handling Eco-pans should be used to collect all extra concrete. Excess concrete should be disposed of off site. Cover eco pans and concrete formwork with plastic sheeting to prevent rainwater contamination. Eco-pans
shall note be located within City of Renton rights-of-way.
C203h Water Bars For narrow access roads, water bars can be used to direct stormwater to vegetated areas and decrease runoff velocity and gullying. Water bars should be a minimum of 8" high and spaced at 50' to 125' intervals
(decreasing as slope increases).
C207h Check Dams Check dams reduce the velocity and erosivity of stormwater and should be used ditches that may be affected by project stormwater. Straw wattles can be laid perpendicular to the slope of a ditch spaced such that
the base of the upstream check dam is at the same elevation as the peak of the downstream check dam.
C220i Storm Drain Inlet Protection Storm drains within 500' of a work area or those downstream of the work area should be protected with inserts. Gravel bags can also be used in a check dam application to create stilling ponds directly upstream of
catch basins that allow sediment to separate from stormwater flows.
C233j Silt Fence
C235k Wattles
S1 Wetland Matting
S2 Asphalt Protection
S3 Gravel Stabilization
S4 Steep Slope Setback
Silt fence should be applied downslope of all disturbed areas and along the perimeter of sensitive areas. Silt fence shall be wire-backed with metal posts on 6' centers and keyed in at least 4" at the base. In areas
where keying will cause undue soil disturbance, straw wattles staked in along the base of a silt fence to serve as a key. In all cases, silt fence should be installed such that the post is downhill of the fabric (if pre-
sewn silt fence is used, the seam will face away from the work).
Wattles should be used to temporarily contain soils in disturbed areas and slopes. Install wattles perpendicular to the direction of flow. Wattles should be keyed into soils so that the wattle is securely fastened to the
ground. Wattles should generally be placed at 10-25' intervals.
Mats should be used in areas where permanent access improvements are not possible or practical and equipment access is required. Hog fuel can be applied below mats to stabilize accesses.
Measures shall be taken to prevent damage to pavement and curbs from vehicles driving on them abnormally. This typically includes the use of matting to prevent the breakdown of pavement edges and can be
used in conjunction with C105.
Gravel shall be applied to all areas that are susceptible to dusting in dry weather and/or accelerated erosion. Do not add gravel to severely destabilized areas without including a geotextile base. Applied
gravel should be free of fines that may contribute to dusting and/or turbidity. Gravel will be removed after work is completed.
The work area is near a steep slope that is susceptible to erosion and landslide hazards. Refer to the authority having jurisdiction's requirements for setbacks and working in this area.
T5.12 Sheet Flow Dispersion Sheet flow dispersion should be used for poles with impervious foundations.
a D.2.1.1.1 Plastic or Metal Fence, 2017 City of Renton Surface Water Design Manual
b D.2.1.4.1 Stabilized Construction Entrance, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 215.10 Stabilized Construction Entrance)
c D.2.1.2.6 Temporary and Permanent Seeding, 2017 City of Renton Surface Water Design Manual
d D.2.1.2.2 Mulching, 2017 City of Renton Surface Water Design Manual
e D.2.1.2.4 Plastic Covering, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 213.30 Plastic Covering)
f D.2.1.8 Dust Control, 2017 City of Renton Surface Water Design Manual
g D.2.2.1 Concrete Handling, 2017 City of Renton Surface Water Design Manual
h D.2.1.3 Triangular Silt Dike (Geotextile Encased Check Dam), 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 217.40 Ditch Check Dams)
i D.2.1.5.3 Storm Drain Inlet Protection, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 216.30 Catch Basin Insert)
j D.2.1.3.1 Silt Fence, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 214.00 Silt Fence)
k D.2.1.2.5 Straw Wattles, 2017 City of Renton Surface Water Design Manual (Appendix D - Std Plan 213.40 Straw Wattles)
V4 Date: 03/30/2021
CITY STANDARD DETAILS
Appendix D
Date: 03/30/2021
BASED ON PSE ENGINEERING DESIGN REVISION N
RENTON
V4 Date: 03/30/2021
CITY STANDARD DETAILS
Appendix D
Date: 03/30/2021
BASED ON PSE ENGINEERING DESIGN REVISION N
RENTON
V4 Date: 03/30/2021
CITY STANDARD DETAILS
Appendix D
Date: 03/30/2021
BASED ON PSE ENGINEERING DESIGN REVISION N
RENTON
V4 Date: 03/30/2021