fordyce dam seepage mitigation access road …...sterling lake rd magonigal rd fordyce lake rd...
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© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
© 2019 M
icrosoft Corporation © 2019 D
igitalGlobe ©CN
ES (2019) Distribution Airbus D
S
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C1 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
DAM
FORDYCE LAKE RD
STERLIN
G LAKE R
D
MAGONIGAL RD
FORDYCE LAKE RD
HIGHWAY 80
CISCO RD
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
PROJECT PLANS FOR:
FORDYCE DAM SEEPAGE MITIGATION ACCESS ROAD IMPROVEMENTS
90% DESIGN PLANS
FORDYCE LAKE
0 1000' 2000' 4000'
SCALE IN FEETS H E E T I N D E X
C1 TITLE SHEET
C2 TYPICAL SECTIONS & DETAILS
C3 DRAINAGE DETAILS
C4 PLAN - STA 1+00 TO 75+00 (PM 0.0 TO 1.4)
C5 PLAN - STA 75+00 TO 137+00 (PM 1.4 TO 2.6)
C6 PLAN - STA 137+00 TO 213+00 (PM 2.6 TO 4.0)
C7 PLAN - STA 213+00 TO 297+00 (PM 4.0 TO 5.6)
C8 PLAN - STA 297+00 TO 359+00 (PM 5.6 TO 6.8)
C9 PLAN - STA 359+00 TO 414+00 (PM 6.8 TO 7.8)
C10 PLAN - STA 414+00 TO DAM (PM 7.8 TO 8.0) ROCK WALL IMPROVEMENTS 1 - EXISTING CONDITIONS & TREE REMOVALC11
C12 ROCK WALL IMPROVEMENTS 2 - PROPOSED IMPROVEMENTS
C13 DAM TURNAROUND IMPROVEMENTS
LAKE STERLING
ABBREVIATIONS AB - AGGREGATE BASE AC - ASPHALT CONCRETE BC - BEGINNING OF CURVE CL - CENTERLINE DI - DRAINAGE INLET DIA - DIAMETER EC - END OF CURVE EP - EDGE OF PAVEMENT (E) - EXISTING FG - FINISH GRADE GB - GRADE BREAK FL - FLOW LINE LF - LINEAR FOOT MH - MANHOLE NTS - NOT TO SCALE (P) - PROPOSED PM - POST MILE R - RADIUS R/W - RIGHT OF WAY STD - STANDARD USDA - UNITED STATES DEPARTMENT OF AGRICULTURE WH/AP - WHERE APPLICABLE
FOR
DYC
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PROJECT NO.
8635.038 SHEET NO. OF
TYPICAL BACKFILL DETAIL
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C2 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
A BROKEN DOWN SECTION D WASHED SECTION
B TRENCHED SECTION
E NARROW ROCK SECTION
C SLOUGHED SECTION
DETAIL 1 - TYPICAL SECTIONS FOR RESTORATION NTS
CULVERT EXTENSIONS - SUMMARY TABLE
TYPICAL TRENCHING
YIELDING FOUNDATION
ROCK FOUNDATION
CULVERT TYPE BEDDING & RSP MATERIAL TYPE
ELEVATION VIEW
FOR
DYC
E D
AM S
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N
ENG
INEE
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PIC
AL S
ECTI
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& D
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LS
NEV
ADA
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UNTY
CAL
IFO
RNIA
DETAIL 2 - CULVERT EXTENSION NTS
PROJECT NO.
8635.038 SHEET NO. OF
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C3 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
B A
AA A
B
A-A
B-B B-B
PERSPECTIVE VIEW
SECTION A-A ELEVATION VIEW
ROCK SPILLWAY FOR DRAINAGE DIP OR CROSS DRAIN
SECTION
SECTION SECTION
DETAIL 2 - ROCK SPILLWAY
NTS
DETAIL 1 - DRAINAGE DIP
NTS
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
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s | L
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3D
RAI
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LS
NEV
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UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
© 2019
Micr
osoft Corporat
ion © 20
19 Digita
lGlobe ©CNES
(2019
) Distr
ibution Airb
us DS
1+00
5+00
10+0
0
15+00
20+00
25+00
30+00
35+00
40+0
0
45+00
50+00
55+00
60+00
65+00
70+00
75+00
I-80
CISCO RD
HAM
PSH
IRE
RO
CKS
RD
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C4 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
MAT
CH L
INE
75+0
0
(SEE
SHE
ET C5
)
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
0 100' 200' 400'
SCALE IN FEET
(E) BRIDGE
PLACER/NEVADA COUNTY LINE
LEGEND
SNOW FLOWER LLC APN 015-110-008
USA UNPATENTED 015-110-006
ALGEO CATHERINE M ETAL APN 015-026-008
SIERRA RESOURCE INC 015-110-025
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
(E) TURN-OUT - RESTORE (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES
BLADING, SPOT SURFACING, MATERIAL REMOVAL, DITCH MAINTENANCE, CULVERT REPLACEMENT, ROADWAY & STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING. CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS. FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Folso
m, C
A 9
5630
Phon
e: (9
16) 3
66-3
040
Fax:
(916
) 366
-330
3PLA
N -
STA
1+0
0 T
O 7
5+0
0 (
PM
0.0
TO
1.4
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
75+00
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
80+0
0
85+00
90+00
95+00
100+00105+00
110+00
115+00
120+00125+
00
130+
00
135+00
BEGIN IMPROVEMENTSSTA 97+20PM 1.84
END IMPROVEMENTSSTA 99+14PM 1.88
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C5 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
MATC
H LIN
E 75+00
(SEE SHEET C4)
MAT
CH
LIN
E 13
7+00
(SEE
SH
EET C
6)
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
0 100' 200' 400'
SCALE IN FEET
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
LEGEND
(E) ROADSIDE DITCHES PROTECT IN-PLACE (TYP)
3 TREES WITHIN LIMITS
CULVERT EXTENSION EXTEND OUTLET OF CULVERT PIPE APPROXIMATELY 10' SEE DETAIL 2 ON SHEET C2
(E) TURN-OUT - RESTORE (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
CULVERT EXTENSION SEE DETAIL 2 ON SHEET C2
ACCESS & AND TURN RADIUS IMPROVEMENTS - APPROXIMATE LIMITS SEE NOTE 4
REMOVE (E) TREE - APPROXIMATE LOCATIONS AND QUANTITY
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES BLADING, DITCH MAINTENANCE, CULVERT REPLACEMENT, ROADWAY &
STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING. CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS.
4. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND VEHICLE TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (AASHTO DESIGN VEHICLE WB-62)
5. ONLY PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN. (E) DRAINAGE FEATURES ARE EXCLUDED FOR CLARITY.
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Folso
m, C
A 9
5630
Phon
e: (9
16) 3
66-3
040
Fax:
(916
) 366
-330
3PLA
N -
STA
75
+00
TO
13
7+0
0 (
PM
1.4
TO
2.6
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
UNITED STATES OF AMERICA 015-110-036
USA UNPATENTED 015-110-006
USA UNPATENTED 015-110-004
SIERRA RESOURCE INC USA UNPATENTED 015-110-025 015-110-006
VINCENT & PHYLLIS HARRIS 2019 TRUST 015-110-044
PIETRO FAMILY 2014 TRUST 015-110-045
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
140+00 145+00
150+00
155+
00
160+00
165+00
170+00
175+00
180+00
185+00
190+
00
195+00
200+00
205+00
210+00
WOODCHUCKCAMPGROUND
4H CAMP
BEGIN IMPROVEMENTSSTA 192+10PM 3.64
END IMPROVEMENTSSTA 193+46PM 3.66
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C6 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
MATC
H LIN
E 137+00(SEE SH
EET C5)
MAT
CH
LIN
E 21
3+00
(SEE
SH
EET C
7)
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
0 100' 200' 400'
SCALE IN FEET
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
LEGEND
(E) TURN-OUT - RESTORE (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
DRAINAGE IMPROVEMENT SEE DETAIL 2 ON SHEET C2
ACCESS AND TURN RADIUS IMPROVEMENTS - APPROXIMATE LIMITS SEE NOTE 5
REMOVE (E) TREE - APPROXIMATE LOCATIONS AND QUANTITY
ROCK REMOVAL AREA - APPROXIMATE LIMITS SEE NOTE 5
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES BLADING, DITCH MAINTENANCE, CULVERT
REPLACEMENT, ROADWAY & STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING. CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS.
4. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (AASHTO DESIGN VEHICLE WB-62)
5. ROCK REMOVAL MAY INCLUDE DRILLING, SPLITTING, BLASTING, OR GRINDING. ROCK REMOVAL IS REQUIRED TO PROVIDE ADEQUATE ROAD WIDTH AND ACCESS AND TURN RADIUS IMPROVEMENTS.
6. ONLY PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN. (E) DRAINAGE FEATURES ARE EXCLUDED FOR CLARITY.
CULVERT EXTENSION EXTEND OUTLET OF (E) 48" CMP APPROXIMATELY 15' SEE DETAIL 2 ON SHEET C2
APPROXIMATELY 5 TREES WITHIN LIMITS
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3PLA
N -
STA
13
7+0
0 T
O 2
13
+00
(PM
2.6
TO
4.0
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
SIERRA PACIFIC LAND & TIMBER COMPANY 015-120-001
USA UNPATENTED 015-110-004
190+00
195+0020
0+00
205+00
210
+00
215+00
220+00
225+00
230+00
235+00
240+00
245+00
250+00
255+00
260+00
265+
00
270+
00
275+00
280+00
285+00
290+00
295+
00
MAGONIGAL R
OADSTERLING LAKE ROAD
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C7 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
MAT
CH
LIN
E 29
7+00
(SEE
SH
EET C
8)
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
0 100' 200' 400'
SCALE IN FEET
SIERRA PACIFIC LAND & TIMBER COMPANY CHADEAYNE WM ETAL015-120-001 015-100-005
USA UNPATENTED 015-100-006
SIERRA PACIFIC LAND & TIMBER COMPANY 015-120-001
PROPOSED TURNOUT EXPAND (E) TURNOUT APPROXIMATELY30 TREES WITHIN LIMITS
5 TREES WITHIN LIMITS
PROPOSED GATE GATE DETAIL BY OTHERS
INSTALLMENT PLANNED IN 2021
3 TREES WITHIN LIMITS
APPROXIMATELY 40 TREES WITHIN LIMITS
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
MATCH LINE 213+00 (SEE SHEET C6)
LEGEND
(E) TURN-OUT - RESTORE (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
DRAINAGE IMPROVEMENT SEE DETAIL 2 ON SHEET C2
ACCESS AND TURN RADIUS IMPROVEMENTS - APPROXIMATE LIMITS SEE NOTE 4
REMOVE (E) TREE - APPROXIMATE LOCATIONS AND QUANTITY
ROCK REMOVAL AREA - APPROXIMATE LIMITS SEE NOTE 5
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES BLADING, DITCH MAINTENANCE, CULVERT
REPLACEMENT, ROADWAY & STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING. CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS.
4. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (AASHTO DESIGN VEHICLE WB-62)
5. ROCK REMOVAL MAY INCLUDE DRILLING, SPLITTING, BLASTING, OR GRINDING. ROCK REMOVAL IS REQUIRED TO PROVIDE ADEQUATE ROAD WIDTH AND ACCESS AND TURN RADIUS IMPROVEMENTS.
6. ONLY PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN. (E) DRAINAGE FEATURES ARE EXCLUDED FOR CLARITY.
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3PLA
N -
STA
21
3+0
0 T
O 2
97
+00
(PM
4.0
TO
5.6
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
© 2019 Microsoft C
orporation © 2019 DigitalGlobe ©CNES (2019) Distr
ibution Airbus DS
© 2019 Microsoft C
orporation © 2019 DigitalGlobe ©CNES (2019) Distr
ibution Airbus DS
290+00
295+00
300+
00
305+00
310
+00
315+00
320+00
325+00330+00
335+00
340+00 345
+00350+00
355+00
FORDYCE LAKE
BEGIN IMPROVEMENTSSTA 322+19PM 6.10
END IMPROVEMENTSSTA 323+16PM 6.12
BEGIN IMPROVEMENTSSTA 300+09PM 5.68
END IMPROVEMENTSSTA 304+84PM 5.77
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C8 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
MAT
CH
LIN
E 35
9+00
(SEE
SH
EET C
9)
MATCH LINE 297+00
(SEE SHEET C7)
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
0 100' 200' 400'
SCALE IN FEET
UNITED STATES OF AMERICA 015-100-001
USA UNPATENTED CHADEAYNE WM ETAL 015-100-006015-100-005
PACIFIC GAS & ELECTRIC CO 015-100-002
USA UNPATENTED 015-100-006
APPROXIMATELY 10 TREES WITHIN LIMITS
ROADWAY DRAINAGE MAINTENANCE PER USDA FOREST SERVICE SPECIFICATIONS FOR MAINTENANCE & ROADS
REDIRECT SURFACE FLOWS TO ROADSIDE DITCH INSTALL CROSS DITCH PER DWG 838-1
INSTALL ROCK SPILLWAY PER DETAIL 2 ON SHEET C3
ROCK WALL TURN IMPROVEMENTS SEE SHEETS C11 & C12 APPROXIMATELY 80 TREES WITHIN LIMITS
(E) STACKED ROCK WALL
8 TREES WITHIN LIMITS 3 TREES WITHIN LIMITS
(E) BRIDGE
PROTECTED AREA (APPROXIMATE LIMITS)
ACTUAL LIMITS STAKED IN FIELD
7 TREES WITHIN LIMITS
PG&E BOUNDARY (TYP) 7 TREES WITHIN LIMITS
APPROXIMATELY 30 TREES WITHIN LIMITS
CULVERT EXTENSION SEE DETAIL 2 ON SHEET C2 EXTEND INLET OF (E) 30" CMP APPROXIMATELY 7'
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
LEGEND
(E) TURN-OUT - RESTORE (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
DRAINAGE IMPROVEMENT SEE DETAIL 2 ON SHEET C2 AND USDA FS REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS
PROTECTED AREA - APPROXIMATE LIMITS
PROPOSED ROCK WALL TURN IMPROVEMENTS SEE SHEETS C11 & C12
ACCESS AND TURN RADIUS IMPROVEMENTS - APPROXIMATE LIMITS SEE NOTE 4
REMOVE (E) TREE - APPROXIMATE LOCATIONS AND QUANTITY
ROCK REMOVAL AREA - APPROXIMATE LIMITS SEE NOTE 5
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES
BLADING, DITCH MAINTENANCE, CULVERT REPLACEMENT, ROADWAY & STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING. CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS.
4. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (AASHTO DESIGN VEHICLE WB-62)
5. ROCK REMOVAL MAY INCLUDE DRILLING, SPLITTING, BLASTING, OR GRINDING. ROCK REMOVAL IS REQUIRED TO PROVIDE ADEQUATE ROAD WIDTH AND ACCESS AND TURN RADIUS IMPROVEMENTS.
6. ONLY PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN. (E) DRAINAGE FEATURES ARE EXCLUDED FOR CLARITY.
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3PLA
N -
STA
29
7+0
0 T
O 3
59
+00
(PM
5.6
TO
6.8
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
© 2019
Micr
osoft
Corp
orati
on ©
2019
Digi
talGlob
e ©CN
ES (2
019)
Distrib
ution
Airb
us D
S
© 2019
Micr
osoft
Corp
orati
on ©
2019
Digi
talGlob
e ©CN
ES (2
019)
Distrib
ution
Airb
us D
S
360+00365+00
370+00
375+00380
+00385+00
390+00
395+
00400+00 405+00 410+00
FORDYCE LAKE
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C9 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
MAT
CH
LIN
E 41
2+00
(SEE
SH
EET C
10)
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
PG&E BOUNDARY (TYP)
COMMITTEE TRAIL (APPROXIMATE LOCATION)
PARKING AREA APPROXIMATELY 20
TREES WITHIN LIMITS (ESTIMATED)
2 TREES WITHIN LIMITS
4 TREES WITHIN LIMITS
3 TREES WITHIN LIMITS 5 TREES WITHIN ROAD (E) TURNOUT NEAR
PG&E CABIN
PROPOSED TURNOUT EXPAND (E) TURNOUT PG&E CABIN 5 TREES WITHIN LIMITS
PROPOSED TURNOUT (E) GATE
EXPAND (E) TURNOUT APPROXIMATELY 10
INSTALLED IN 2019 APPROXIMATE LOCATION
TREES WITHIN LIMITS
3 TREES WITHIN LIMITS
PROPOSED TURNOUT EXPAND (E) TURNOUT 2 TREES WITHIN LIMITS
UNITED STATES OF AMERICA 015-100-001 0 100' 200' 400'
SCALE IN FEET
MAT
CH
LIN
E 35
9+00
(SEE
SH
EET
C8 )
PACIFIC GAS & ELECTRIC CO 015-100-002
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
LEGEND
(E) TURN-OUT - MAINTAIN (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
PROPOSED PARKING AREA - APPROXIMATE LIMITS
ACCESS AND TURN RADIUS IMPROVEMENTS - APPROXIMATE LIMITS SEE NOTE 4
REMOVE (E) TREE - APPROXIMATE LOCATIONS AND QUANTITY
ROCK REMOVAL AREA - APPROXIMATE LIMITS SEE NOTE 5
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES
BLADING, DITCH MAINTENANCE, CULVERT REPLACEMENT, ROADWAY & STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING. CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS.
4. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (AASHTO DESIGN VEHICLE WB-62)
5. ROCK REMOVAL MAY INCLUDE DRILLING, SPLITTING, BLASTING, OR GRINDING. ROCK REMOVAL IS REQUIRED TO PROVIDE ADEQUATE ROAD WIDTH AND ACCESS AND TURN RADIUS IMPROVEMENTS.
PACIFIC GAS & ELECTRIC CO 015-100-002
PACIFIC GAS & ELECTRIC CO 015-100-002
PACIFIC GAS & ELECTRIC CO 015-080-015
USA UNPATENTED 015-100-003
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3PLA
N -
STA
35
9+0
0 T
O 4
14
+00
(PM
6.8
TO
7.8
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
6. ONLY PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN. (E) DRAINAGE FEATURES ARE EXCLUDED FOR CLARITY.
PROJECT NO.
8635.038 SHEET NO. OF
421+15
415+00
420+00
FORDYCE LAKE
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C10 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
(SEE
SH
EET C
9)M
ATC
H L
INE
412+
00
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
PG&E BOUNDARY (TYP)
RESTORE (E) ROAD AS NEEDED SEE NOTES 1 TO 3 ON THIS SHEET
FORDYCE LAKE DAM
USA UNPATENTED 015-080-013
PACIFIC GAS & ELECTRIC CO 015-100-002
PACIFIC GAS & ELECTRIC CO 015-080-015
FUTURE ACCESS RAMP
(E) CONCRETE FOUNDATIONS PROTECT IN-PLACE
DAM TURN AROUND IMPROVEMENTS SEE SHEET C13
APPROXIMATELY 5 TREES WITHIN LIMITS
LEGEND
100'
SCALE IN FEET
0 200' 400'
(E) TURN-OUT - MAINTAIN (E) TURNOUTS AS NECESSARY SEE NOTES 1 TO 3
(E) ROAD CENTERLINE APPROXIMATION BASED ON EXISTING TRAVELED WAY
PROPOSED TURN-AROUND AT DAM SEE SHEET C13
ACCESS AND TURN RADIUS IMPROVEMENTS - APPROXIMATE LIMITS SEE NOTE 4
REMOVE (E) TREE - APPROXIMATE LOCATIONS AND QUANTITY
ROCK REMOVAL AREA - APPROXIMATE LIMITS SEE NOTE 5
NOTES: 1. AS NEEDED, RESTORE (E) TURNOUTS AND ROADWAY. RESTORATION INCLUDES BLADING, DITCH MAINTENANCE, CULVERT REPLACEMENT, ROADWAY & STRUCTURE DRAINAGE MAINTENANCE, AND CLEARING.
CLEARING INCLUDES REMOVAL OF DEAD TRESS THAT ARE DEEMED HAZARDOUS.
2. ALL RESTORATION WORK SHALL BE DONE IN ACCORDANCE WITH USDA FOREST SERVICE REGION 5 SPECIFICATIONS FOR MAINTENANCE OF ROADS (DATED 1997).
3. SEE DETAIL 1 ON SHEET C2 FOR TYPICAL ROAD SECTIONS SHOWING RESTORATION WORK ON (E) ROAD AND (E) TURNOUTS.
4. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (AASHTO DESIGN VEHICLE WB-62)
5. ROCK REMOVAL MAY INCLUDE DRILLING, SPLITTING, BLASTING, OR GRINDING. ROCK REMOVAL IS REQUIRED TO PROVIDE ADEQUATE ROAD WIDTH AND ACCESS AND TURN RADIUS IMPROVEMENTS.
6. ONLY PROPOSED DRAINAGE IMPROVEMENTS ARE SHOWN. (E) DRAINAGE FEATURES ARE EXCLUDED FOR CLARITY.
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Folso
m, C
A 9
5630
Phon
e: (9
16) 3
66-3
040
Fax:
(916
) 366
-330
3PLA
N -
STA
41
4+0
0 T
O D
AM (
PM
7.8
TO
8.0
)
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
8.6%
4.7%
6850
6850
6860
6860
6870
6870
6870
6880
6880
6890
6890
6900
6900
6910
20.2
%
8.7%
7.6%
10.5%
13.0%
13.5%
114.4%
127.
1%
118.1%
7.0%
16.3%
5.7%
17.3%
7.1%
11.8
%19
.7%
14.0%
8.8%
12.0%
12.5%
25.8%
31.9%
40.8
%
40.7
%
25.6%
40.4%
22.3
%
13.3
%
40.9%
52.7%
37.1
%
7.5%
17.6
%
38.8
%
48.5
%
98.7%
111.4%
21.5
%
11.6%
19.9
%
22.3%
23.9%
19.9
%
34.9
%
22.0%
54.4
%
14.2%
6850
6860
6870
6880
6890
6900
6910
6920
6930
6940
6850
6860
6870
6880
6890
6900
6910
6920
6930
6940
300+00 301+00 302+00 303+00 304+00 305+00
-11.44%
-7.03%
-15.63%
-7.78%
-11.79%
-19.58%
-14.02%
-8.75%
-12.28%
-11.97%
GR
ADE
BREA
K ST
A =
300+
37.6
1EL
EV =
690
8.72
7
GR
ADE
BREA
K ST
A =
300+
58.7
3EL
EV =
690
7.24
2
GR
ADE
BREA
K ST
A =
300+
95.0
0EL
EV =
690
1.57
3
GR
ADE
BREA
K ST
A =
301+
50.8
6EL
EV =
689
6.30
7
GR
ADE
BREA
K ST
A =
301+
86.5
7EL
EV =
689
2.09
5
GR
ADE
BREA
K ST
A =
302+
16.0
8EL
EV =
688
6.32
0
GR
ADE
BREA
K ST
A =
303+
02.0
6EL
EV =
687
4.26
2
GR
ADE
BREA
K ST
A =
303+
32.7
3EL
EV =
687
1.57
8
GR
ADE
BREA
K ST
A =
301+
16.9
8EL
EV =
689
8.94
1
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C11 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
APPROXIMATE (E)EDGE OF ROAD(TYP)
(E) ROAD CENTERLINE (TYP)
(E) ROCK WALL TOE
0 10' 20' 40'
SCALE IN FEET
(E) ROCK WALL TOP
(E) ROCK WALL TOP
(E) ROCK WALL TOE
LEGEND (E) ROAD CENTERLINE
EXISTING GROUND
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3R
OCK
WAL
L IM
PR
OVE
MEN
TS 1
EXIS
TING
CO
ND
ITIO
NS
& T
REE
REM
OVA
LNEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF
NOTES: SCALED FOR CLARITY
1. EXISTING SURFACE WAS DEVELOPED BASED ON FIELD SURVEYS PERFORMED IN AUGUST 2019 AND MAY HAVE CHANGED. (E) EDGE OF ROAD
2. APPROXIMATELY 80 TREES ESTIMATED TO BE REMOVED FROM STA 300+00 TO 304+84. TREES IDENTIFIED ARE THOSE ESTIMATED TO HAVE A (E) TREE - APPROXIMATE LOCATION DIAMETER GREATER THAN 4" NEAR THE BASE. DETERMINATION OF THE TREES THAT REQUIRE REMOVAL IS BASED ON THE IMPROVEMENTS
SHOWN ON SHEET C11. (E) TOP/TOE OF SLOPE
1-
2-
3-
8.6%
4.7%
6850
6850
6860
6860
6870
6870
6870
6880
6880
6890
6890
6900
6900
6910
20.2
%
8.7%
7.6%
10.5%
13.0%
13.5%
114.4%
127.
1%
118.1%
34.9
%
22.0%
54.4
%
R=8
0.0
R=8
0.0
R=8
0.0
6873.98
6873.98
(E) 6901.36
6862.76
6868.80
(E) 6853.86
6869.13
(E) 6854.00
(+2.59)
(+4.15)
(+0.37)
(+1.26)
(-0.06)
6889.35
(E) 6908.82
(E) 6912.15
(E) 6912.90
6902.46(-0.68)
6909.54(-1.31)
6891.00(-3.04)
6863.72(+2.21)
(E) 6866.02
(E) 6863.99
(E) 6862.00
STA 301+74.97OFFSET -9.3
STA 301+65.02OFFSET +30.6
BC STA 300+98.32OFFSET +10.0
STA 301+00.89OFFSET -11.8
STA 303+77.45OFFSET +31.8
STA 304+17.35OFFSET +20.9
STA 304+08.82OFFSET -5.4
STA 303+64.22OFFSET +1.0
STA 303+10.48OFFSET +8.2
EC STA 303+45.84OFFSET +48.4
STA 300+38.82OFFSET +6.2
STA 300+38.82OFFSET -11.6 STA 300+09
OFFSET +7.0
STA 300+09OFFSET -8.0
BC STA 301+81.36OFFSET +34.4
BC STA 303+49.65OFFSET +45.0
EC STA 301+51.28OFFSET +27.5
(+2.59)
BEGIN DITCHSTA 303+76.53OFFSET +40.4
END DITCH/BEGIN CROSS DITCH
STA 304+50.35OFFSET +9.7
300+
00
301+00
302+
00
303+00
304+00
305+00
6860
6870
6880
6890
6900
END SAFTEY BARRIERSTA 304+85.15OFFSET -11.8
STA 304+83.34OFFSET +8.5
(+0.46)
14.2%
22.3
%
3.4%
0.0%
1.0%
2.3%
1.0%
22.4%
19.1
%
1.7%
13.1%
5.5%
1.1%
20.0%
13.0%
13.0%
13.0%10.6%
13.5%
12.1%
16.5%
15.8%
15.8%
13.0%
12.0%
37.3%16
.8%
17.3
%
5.0%
4.1%
10.8%
11.4%
12.2
%
13.0%
23.1%
33.0%
3.4%
19.0%
25.7%
19.5%
16.9%
12.7%
4.0%
6.8%
5.8%
9.8%
13.0%
7.1%
16.6%
12.7%
16.7%
7.8%
5.3%
2.8%
BEGIN SAFETY BARRIERSTA 302+43.17
OFFSET +3.8
SECTION 1SCALE: N.T.S. STA 300+09 - 301+074
PROPOSED ROAD LIMITSVARIES (15'-22')VARIES (0'-10') VARIES 0'-9')
4-5%
ROCK CUT SLOPE1:4 TYP
STA 300+98 TO 301+73FILL SLOPE (NO CUT)3:1 MAX
FILL (TYP)SEE NOTE 4
ROCK CUT (TYP)SEE NOTE 3
VARIES (0'-8') VARIES (5'-14')
VARIES (0'-7')
1% - 0%(STA 303+00 TO STA 303+64)
0% - 4%(STA 301+74 TO STA 303+00)
SECTION 2SCALE: N.T.S.STA 301+74 TO 303+64
6.5' MAX
FILL SLOPE10:1 MAX
LEVEL (E) LOOSE ROCKS
(E) TREETO BE REMOVED (TYP)
SEE NOTE 8
(E) ROCK WALL
FILL (TYP)SEE NOTE 4
PROPOSED ROAD LIMITSVARIES (33'-42.5')
FILL SLOPE10:1 MAX
DAYLIGHT SLOPEAT (E) ROAD CENTERLINE
VARIES (0'-4') VARIES (33'-20')
SECTION 3SCALE: N.T.S. STA 303+64 TO 304+84
6'
5' MAXFILL SLOPE5:1 MAX
FILL SLOPE (2:1 MAX)TO CREATE DITCH AT TOE
ROCK LINED DITCH AT TOEMINIMUM 1' DEPTHSEE NOTE 5
FILL (TYP)SEE NOTE 4
(E) ROCK WALL
1% - 2.6%
(E) TREETO BE REMOVED (TYP)
SEE NOTE 8
GEOTEXTILE FABRICMIRAFI 140N OR EQUALSEE NOTE 9
GEOTEXTILE FABRICMIRAFI 140N OR EQUAL
SEE NOTE 9
STA 300+09 TO 301+03CONFORM TO (E) EDGE OF ROAD/SHOULDER
STA 300+09 TO 301+03(E) SHOULDER
GEOTEXTILE FABRICMIRAFI 140N OR EQUALSEE NOTE 9
(E) STACKED ROCK
(E) STACKED ROCK
1.3' MAX
2.5' MIN SAFETY BARRIERBOULDER OR K-RAILSEE NOTE 10
SAFETY BARRIERBOULDER OR K-RAILSEE NOTE 10
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C12 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
0 10' 20' 40'
SCALE IN FEET
(E) ROCK WALL TOE
(E) ROCK WALL TOP
PROPOSED DAYLIGHT (TYP) AT (E)CENTERLINE OF ROAD
PROPOSED FILL SLOPE OVER (E) ROAD 5:1 MAX SLOPE (E) ROAD CENTERLINE (TYP)
APPROXIMATE (E)EDGE OF ROAD(TYP)
SAFETY BARRIER (TYP) K-RAIL OR BOULDER
PROPOSED EDGE OF ROAD SEE NOTE 10
MAINTAIN ACCESS TO (E) TURNOUT
PROPOSED GRADE BREAK (TYP)
DAYLIGHT (TYP)
FILL SLOPE 3:1 MAX
(E) ROAD CENTERLINE (TYP)
PROPOSED EDGE OF ROAD PROPOSED ROCK LINED DITCH AT TOE
SEE NOTE 5
CONFORM TO EDGE APPROXIMATE (E)EDGE OF ROAD(TYP)
ROCK REMOVAL OF (E) ROAD
CUT SLOPE (1:4 TYPICAL)
SEE NOTE 3 TEMPORARY CROSS DITCH SEE NOTE 6
EDGE OF (E) SHOULDER
LEGEND NOTES:
PROPOSED ROAD LIMITS 1. DIFFERENCE FROM EXISTING GRADE TO FINISH GRADE IS SHOWN IN PARENTHESIS
2. ACCESS AND TURN RADIUS IMPROVEMENTS SHOWN ARE DETERMINED USING TURNING MOVEMENTS AND TRACKING OF A SEMI TRUCK WITH A 48' LONG TRAILER (E) EDGE OF ROAD(AASHTO DESIGN VEHICLE WB-62).
3. CUT MAY REQUIRE ROCK REMOVAL. ESTIMATED CUT VOLUME FROM EXISTING GROUND TO FINISH GRADE IS 310 CUBIC YARDS. PROPOSED EDGE OF ROAD
4. FILL SHALL COMPROMISE OF SATISFACTORY OR NATIVE MATERIALS AS SPECIFIED IN SECTION 312323 ( FILL AND BACKFILL) OF THE PROJECT SPECIFICATIONS. DETERMINATION OF FILL MATERIAL'S CONFORMANCE WITH SPECIFICATION SHALL BE DONE BY CONTRACTOR. TOP 6" OF ROAD SHALL BE 1.5" CLASS 2 AB. PROPOSED GRADE BREAK ESTIMATED FILL VOLUME FROM EXISTING GROUND TO FINISH GRADE IS 610 CUBIC YARDS.
5. INSTALL ROADSIDE DITCH AT TOE OF SLOPE FROM STA 303+76 TO 304+50 WITH ROCK PROTECTION. ROCK PROTECTION SHALL BE NO. 2 BACKING AT A MINIMUM PROPOSED DAYLIGHT DEPTH OF 1' WITH GEOTEXTILE LINING. GEOTEXTILE SHALL BE MIRAFI 140N OR APPROVED EQUAL INSTALLED PER MANUFACTURER'S GUIDELINES.
PROPOSED CROSS DITCH (SEE NOTE 6)6. DURING SEASONAL WINTERIZATION OF ROAD, INSTALL TEMPORARY CROSS DITCH PER USDA FOREST SERVICE REGION 5 SPECIFICATIONS OF MAINTENANCE OF ROADS DRAWING 838-1.
PROPOSED DITCH AT TOE (SEE NOTE 5) 7. EXISTING SURFACE WAS DEVELOPED BASED ON FIELD SURVEYS PERFORMED IN AUGUST 2019 AND MAY HAVE CHANGED.
FINISH GRADE MAJOR CONTOUR (10')8. APPROXIMATELY 80 TREES ESTIMATED TO BE REMOVED FROM STA 300+00 TO 304+84 . TREES TO BE REMOVED ARE SHOWN ON SHEET 1 OF THIS EXHIBIT.
9. INSTALL GEOTEXTILE FABRIC BETWEEN INTERFACE OF EXISTING ROCK WALL AND PROPOSED FILL. GEOTEXTILE SHALL BE MIRAFI 140N OR APPROVED EQUAL FINISH GRADE MINOR CONTOUR (2')INSTALLED PER MANUFACTURER'S GUIDELINES.
SAFETY BARRIER10. SAFETY BARRIER SHALL BE K-RAIL OR BOULDER AND BE PLACED AT INSIDE OR OUTSIDE THE EDGE OF THE ROAD AS SHOWN ON PLANS. K-RAIL OR BOULDER
PACIFIC GAS & ELECTRIC CO 015-100-002
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
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ENG
INEE
RS, IN
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R.E.Y
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Civi
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s | L
and
Surv
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s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3R
OCK
WAL
L IM
PR
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MEN
TS 2
PR
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IM
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MEN
TSNEV
ADA
CO
UNTY
CAL
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RNIA
PROJECT NO.
8635.038 SHEET NO. OF
(E) 6442.00
(E) 6439.43
(E) 6432.83
6433.62
10.3
%
4.2%
20.4%
(E) 6429.71
4.1%
7.4%
10.6
%
17.0%
4.3%
18.0%
1.6%
4.3%
6433.78
(E) 6441.45
(-2.33)
6436.82(-4.89)
(E) 6442.00
(E) 6432.00
(E) 6435.06
(E) 6435.80
(E) 6432.83
(E) 6430.72
(+5.85)
6440.08(-2.10)
6436.06(-1.54)(E) 6439.53
0.9%
6433.78
6431.67(+2.95)
STA 420+33.10OFFSET -7.6
STA 421+01.54OFFSET -49.2
STA 421+04.68OFFSET -33.5
STA 419+22.76OFFSET -47.8
STA 418+63.62OFFSET -5.0
STA 419+03.56OFFSET +6.4
STA 418+59.96OFFSET +7.5
STA 419+63.19OFFSET -2.4
STA 419+89.49OFFSET +16.4
STA 419+43.31OFFSET +13.5
3.9%4.8%
6.0%
1.1%
1.6:
1
0.0%1.
0%
6.2%
6.7%
5.2%
6.5%
1.7%
6.0%
4.8%
8.7%
1.7:
1
1.6:
1
3.3%
4.4%
7.1%
9.2%
0.7%
11.2
%6.0%
7.1%
0.9%
5.6%
8.0%
0.9%
VARIES (0'-80')
0%-5%
5' MIN
SECTION 1STA 418+60 TO 420+40
(E) ROADVARIES (11'-15')
VARIES (2.5'-5')
VARIES (0'-10')
4%-6%
ROCK CUT SLOPEVARIES (1:4 TYPICAL)
(E) TREETO BE REMOVED (TYP)
(E) CONCRETE FOUNDATIONPROTECT IN-PLACE
ROCK CUT SLOPEVARIES (1:4 TYPICAL)ROCK CUT
SEE NOTE 2
(E) ROADRESTORE AS NEEDEDSEE NOTE 5
NTS
SECTION 2TRUCK BACK IN/OUT AREA
5% MAX
VARIES (16'-18')
ROCK CUT SLOPEVARIES (1:4 TYPICAL)
FILL SLOPE1.5:1 MAX
(E) ROAD
FILLSEE NOTE 6
NTS
DRAWING SCALEHOR. SCALE:VERT. SCALE:
REVIEWER:
DATE:DRAFTER:DESIGNER:
DRAWING INFO
CHEC
KED
BYDA
TE
DRAWING SCALE
REVI
SION
DES
CRIP
TION
NO.
C13 C13
RJRRJR
CDH/RJR3/30/2020
N.T.S.AS NOTED
NO
T FO
R C
ON
STR
UC
TIO
N
PREL
IMIN
ARY
DES
IGN
(E) GROUND SURFACE 0 10' 20' 40'
SCALE IN FEET
TRUCK BACK IN/OUT AREA SEE SECTION 2 ON THIS SHEET
(E) TURNAROUND AREA SEE NOTE 5
(E) ROAD SEE NOTE 5
(E) ROAD CENTERLINE (TYP)
(E) CONCRETE FOUNDATIONS PROTECT IN-PLACE
PROPOSED ROCK CUT 1:4 TYP SLOPE SEE NOTE 2
(E) TREE TO BE REMOVED (TYP)
APPROXIMATE (E) EDGE OF ROAD (TYP)
PROPOSED ROCK CUT 1:4 TYP SLOPE SEE NOTE 2
DAYLIGHT (TYP) DAYLIGHT (TYP)
PROPOSED TURNAROUND TRAVELED AREA (TYP)
PROPOSED TURNAROUND TRAVELED AREA (TYP)
STA 418+60 BEGIN IMPROVEMENTS
NOTES:
1. CUTS AND FILLS FROM FINISHED GROUND TO EXISTING GROUND ARE SHOWN IN PARENTHESIS.
2. CUT MAY REQUIRE ROCK REMOVAL. GRADES AND CUTS/FILLS SHOWN MAY BE ADJUSTED IN FIELD TO REDUCE ROCK REMOVAL & FILLS WHILE STILL MAINTAINING A DRIVABLE SURFACE TO ALLOW FOR A TRUCK TO TURNAROUND. ESTIMATED CUT VOLUME FROM EXISTING GROUND SURFACE TO FINISH GRADE SURFACE SHOWN IN THIS SHEET IS 490 CUBIC YARDS.
3. EXISTING SURFACE WAS DEVELOPED BASED ON FIELD SURVEYS PERFORMED IN AUGUST 2019 AND MAY HAVE CHANGED.
4. APPROXIMATELY 5 TREES ESTIMATED TO BE REMOVED FROM STA 418+60 TO 420+24. TREES IDENTIFIED ARE THOSE ESTIMATED TO HAVE A DIAMETER GREATER THAN 4" NEAR THE BASE. DETERMINATION OF THE TREES THAT REQUIRE REMOVAL IS BASED ON THE LIMITS OF THE IMPROVEMENTS SHOWN ON THIS SHEET.
5. RESTORE (E) TURNOUT AND (E) ROAD AS NEEDED. GRADE AREA TO PROVIDE DRIVABLE SURFACE & MAINTAIN (E) DRAINAGE PATTERN & GENERAL CROSS SLOPES.
6. FILL SHALL COMPROMISE OF SATISFACTORY OR NATIVE MATERIALS AS SPECIFIED IN SECTION 312323 ( FILL AND BACKFILL) OF THE PROJECT SPECIFICATIONS. DETERMINATION OF FILL MATERIAL'S CONFORMANCE WITH SPECIFICATION SHALL BE DONE BY CONTRACTOR. TOP 6" OF ROAD SHALL BE 1.5" CLASS 2 AB. ESTIMATED FILL VOLUME FROM EXISTING GROUND TO FINISH GRADE IS 70 CUBIC YARDS.
LEGEND
PROPOSED TURNAROUND TRAVELED AREA
EXISTING TURNAROUND AREA - RESTORE (E) TURNOUT AS NECESSARY (SEE NOTE 5)
EXISTING ROAD - RESTORE (E) ROAD AS NECESSARY (SEE NOTE 5)
PROPOSED FILL SLOPE (1.5:1 MAX)
PROPOSED DAYLIGHT / TURNAROUND IMPROVEMENT LIMITS
(E) EDGE OF ROAD
FINISH GRADE MAJOR CONTOUR (5')
FINISH GRADE MINOR CONTOUR (1')
REMOVE (E) TREE - APPROXIMATE LOCATION (SEE NOTE 4)
FOR
DYC
E D
AM S
EEPAG
E M
ITIG
ATIO
N
ENG
INEE
RS, IN
C.
R.E.Y
.AC
CES
S R
OAD
IM
PR
OVE
MEN
TS
Civi
l Eng
ineer
s | L
and
Surv
eyor
s | L
iDA
R
905
Sutte
r Stre
et, S
uite
200
Fol
som
, CA
956
30Ph
one:
(916
) 366
-304
0 F
ax: (
916)
366
-330
3D
AM T
UR
NAR
OU
ND
IM
PR
OVE
MEN
TS
NEV
ADA
CO
UNTY
CAL
IFO
RNIA
PROJECT NO.
8635.038 SHEET NO. OF