ATTACHMENT 4 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 1 pgs 32-50.pdf
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- Attached to
- Pineview Reservoir Recreation Complex Reconstruction – Uinta Wasatch, Cache National Forest, Weber Utah
- Solicitation number
- 1282B125R0015
- Issued by
-
Department of Agriculture Forest Service
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Text version
9+
10+00
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
PT: 9+82.10
2'' W
2'' W
2'' W
2'' W
2'' W
2' ' W
2' ' W
24'' SD
24'' SD
24'' SD
W
5+
6+
6+
7+
7+
8+
8+ 50 9+
9+
10+00
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
PI
: 5
+9 3.
PC
: 8
+5 5.
M
ID
: 9 +1
8.
PT: 9+82.10
4923492449
2'' W 2'' W
2'' W 2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2' ' W
2' ' W
24'' SD
24'' SD
24'' SD
1' ' W
W
SD-EXR#02
STATION: 5+39.55 L
RIM: 4927.45
38.87' OF 24" RCP @ 3.14%
EL
EV
AT
IO
N
(F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
EXIT ROAD PROFILE
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
PVI STA: 5+98.87
PVI ELEV: 4924.54
K: 56.01
LVC: 236.41
VC
S
TA
: 7
+1 7.
VC
E
LE
V:
2.
1.3%
W
W
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
ROADWAY KEYNOTES
PAVED ROAD/PARKING (4-INCH
ASPHALT ON 6-INCH UTBC ON
19-INCH SUBBASE). SEE DETAIL,
SHEETS D1 AND D31-D33.
CONCRETE SIDEWALK/FLATWORK
PER DETAIL, SHEET D1.
3-4 FOOT BARRIER ROCK, SEE
DETAIL, SHEET D13.
VEGETATED DRAINAGE SWALE, SEE
DETAIL, SHEET D15.
SINGLE UNIT VAULT COMFORT
STATION W/ CHASE AND SOLAR FAN
(LEFT-HAND ORIENTATION). SEE
DETAIL SHEET D10.
WATER KEYNOTES
TRANSITION FROM 1" TO 2" HDPE SEE
DETAIL, SHEET W2.
INSTALL WATER FITTING AS NEEDED.
INSTALL 2" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
REPLACE EXISTING SERVICE LINE
AND METER PER OGDEN CITY WATER
DEPARTMENT STANDARDS. SEE
DETAIL, SHEET W6.
STORM DRAIN KEYNOTES
RCP STORM DRAIN PIPE PER APWA
STANDARDS. SEE DETAIL, SHEET D5
FOR TRENCHING AND EMBEDMENT.
CIRCULAR FLARED END SECTION
FOR CONCRETE PIPE, SEE DETAIL,
SHEET D5
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
:2 3 M
AC
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
PLAN VIEW
PROFILE VIEW
SEE SHEET C29 FO
R CO
NTINUATIO
N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
18 EXISTING FENCE
EXISTING GRADE
DESIGN GRADE
EXISTING BOOSTER
PUMP STATION
PROTECT IN PLACE
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
EXIT ROAD PLAN &
PROFILE
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
31 136
C19
(R04)
INTERMOUNTAIN
17 TYP.
17 TYP.
17 TYP. 17 TYP. 17 TYP.
EXISTING FENCE
EN
TR
Y
RD
C18
SR
-1
C19
PORT RAMP
ENTRY AREA
NOTE: NORTHINGS, EASTINGS,
ELEVATIONS, AND OTHER SPACIAL DATA
ARE FOR THE CONTRACTOR'S
CONVENIENCE ONLY. THE CONTRACTOR
SHALL USE BEST JUDGEMENT IN THE
FIELD AND VERIFY STAKING WITH
CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO
CONSTRUCTION. ALERT ENGINEER OF
DISCREPANCIES.
1+
2+
3+
4+
5+
SD
SD
SD
SDSDSD
SD
1+
2+
3+
4+
AIR
VAC>>>>>>>>>>>>>>>>>>
5+ 00 6+
7+
8+
9+
AIR
VAC>>>>>>>>>>>>>>>>>>
1+
PC
: 0
+9 3.
PT
: 1
+0 5.
5+ 00 6+
7+
8+
9+
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
SIGNING KEYNOTES
STOP SIGN R1-1 (30" X 30") PER
M.U.T.C.D. STANDARD PLANS.
NO PARKING ANY TIME R7-1 (12”X18”)
(RIGHT/LEFT AND DOUBLE ARROW AS
NOTED ON DRAWINGS) PER
M.U.T.C.D. STANDARD PLANS.
RECREATION SITE IDENTIFICATION
SIGN FOR SR-158. SEE SHEET D16,
D17 AND CONSTRUCT PER FOREST
SERVICE REFERENCE DRAWINGS.
R3-7R "RIGHT LANE MUST TURN
RIGHT" SIGN PER M.U.T.C.D
STANDARD PLANS.
"THROUGH TRAFFIC KEEP LEFT"
SIGN. SEE DETAIL SHEET D16.
WEBER COUNTY WAYFINDING SIGNS
BY OTHERS, COORDINATE WITH
COUNTY, UDOT, AND USFS FOR
RELOCATION AS NEEDED TO
ACCOMMODATE PROJECT
IMPROVEMENTS.
NOTES:
1. ALL STRIPING TO CONFORM TO
M.U.T.C.D STANDARDS UNLESS
OTHERWISE NOTED
KEYMAP
STRIPING KEYNOTES
4-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
WHITE LANE-USE ARROW PAVEMENT
MARKING (RIGHT/LEFT TURN AND
THROUGH LANE-USE AS NOTED ON
DRAWINGS) PER M.U.T.C.D
STANDARD PLANS.
DOUBLE 4-INCH WIDE SOLID YELLOW
LINE PER M.U.T.C.D. STANDARD
PLANS.
8-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
4-INCH SOLID YELLOW LINE
PAVEMENT MARKING WITH DIAGONAL
CROSSHATCH MARKING PER
M.U.T.C.D. STANDARD PLANS.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
:0 1 M
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
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TREVOR N.
12/07/23
SEE TRAILHEAD DRAWING
PACKAGE FOR CONTINUATION
M
AT
C H
L
IN
E
SE
E
BE
LO
W
SEE TUNNEL DRAWING
PACKAGE FOR CONTINUATION
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
SR-158 SIGNING &
STRIPING
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
32 136
C20
(R04)
INTERMOUNTAIN
M
AT
C H
L
IN
E
SE
E
AB
O
VE
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
SEE TRAILHEAD DRAWING PACKAGE
FOR CONTINUATION
SEE SHEET C25FOR CONTINUATION
24 20
ENTRY RD
EXIT R
D
C20 C21 C21 C22C20 C22
PINEVIEW
TRAILHEAD
9+
+0
+0
+0
+0
9+
+0
+0
+0
+0
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
SIGNING KEYNOTES
NO PARKING ANY TIME R7-1 (12”X18”)
(RIGHT/LEFT AND DOUBLE ARROW AS
NOTED ON DRAWINGS) PER
M.U.T.C.D. STANDARD PLANS.
RECREATION SITE IDENTIFICATION
SIGN FOR SR-158. SEE SHEET D16,
D17 AND CONSTRUCT PER FOREST
SERVICE REFERENCE DRAWINGS.
WEBER COUNTY WAYFINDING SIGNS
BY OTHERS, COORDINATE WITH
COUNTY, UDOT, AND USFS FOR
RELOCATION AS NEEDED TO
ACCOMMODATE PROJECT
IMPROVEMENTS.
NOTES:
1. ALL STRIPING TO CONFORM TO
M.U.T.C.D STANDARDS UNLESS
OTHERWISE NOTED
KEYMAP
STRIPING KEYNOTES
4-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
8-INCH DASHED WHITE LINE
PAVEMENT MARKING, 10-FOOT DASH,
30-FOOT GAP PER M.U.T.C.D.
STANDARD PLANS.
DOUBLE 4-INCH WIDE SOLID YELLOW
LINE PER M.U.T.C.D. STANDARD
PLANS.
8-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
:0 1 M
AC
KE
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ND
RI
X
Q:
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
M
AT
C H
L
IN
E
SE
E
BE
LO
W
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
SR-158 SIGNING &
STRIPING
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
33 136
C21
(R04)
INTERMOUNTAIN
M
AT
C H
L
IN
E
SE
E
AB
O
VE
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
ENTRY RD
EXIT R
D
C20 C21 C21 C22C20 C22
PINEVIEW
TRAILHEAD
+0
+0
+0
+0
+0
+5
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
SIGNING KEYNOTES
NO PARKING ANY TIME R7-1 (12”X18”)
(RIGHT/LEFT AND DOUBLE ARROW AS
NOTED ON DRAWINGS) PER
M.U.T.C.D. STANDARD PLANS.
WEBER COUNTY WAYFINDING SIGNS
BY OTHERS, COORDINATE WITH
COUNTY, UDOT, AND USFS FOR
RELOCATION AS NEEDED TO
ACCOMMODATE PROJECT
IMPROVEMENTS.
NOTES:
1. ALL STRIPING TO CONFORM TO
M.U.T.C.D STANDARDS UNLESS
OTHERWISE NOTED
KEYMAP
STRIPING KEYNOTES
4-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
DOUBLE 4-INCH WIDE SOLID YELLOW
LINE PER M.U.T.C.D. STANDARD
PLANS.
8-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
:0 1 M
AC
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Q:
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
SEE SHEET C28FOR CONTINUATION
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
SR-158 SIGNING &
STRIPING
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
34 136
C22
(R04)
INTERMOUNTAIN
PINEVIEW
TRAILHEAD
ENTRY RD
EXIT R
D
21 21 21
C20 C21 C21 C22C20
M
AT
C H
L
IN
E
SE
E
AB
O
VE
M
AT
C H
L
IN
E
SE
E
BE
LO
W
END OF
SR-158
IMPROVEMENTS
SR-158
C22
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-C
UT
PAVE-CUT
PAVE-CUT
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
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FR FR
FR
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FR
FR
FR
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FR
FR
FR
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FR
FR
FR
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FR
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FR
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FR
FR
FR
FR
FR
FR
FR FR FR
FR
FR FR FR FR FR FR FR
FR FR FR FR FR FR FR FR FR FR FR FR FR
SF
SF
SF
SF
SF SF SF
49344936
384939
492049
49214922
493249
4915 491449164917
4917491849184918491949214922492349244926
LODLOD
LODLOD
LOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LODLOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD
LOD LOD
LOD LOD
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-C
UT
PAVE-C
UT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
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FR
FR
FR
FR
FR
FR
FR
FR
FR
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FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
SF
SF
49344936
384939
493249
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
GROVE
SD
SD
SD
SD
SD
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
15 4912
491649174918
4915 4913
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LOD
LOD
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
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LO
D
LO
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LOD
LOD
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LOD
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LOD
LOD
LOD
LOD
LOD
LOD
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LOD
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
NOTES:
1. EROSION CONTROL ELEMENTS
SHOWN ON THESE SHEETS ARE
NOT ALL INCLUSIVE AND MAY
VARY DEPENDING ON FINAL
GRADING AND SITE CONDITIONS.
THE CONTRACTOR IS
RESPONSIBLE TO INSTALL
EROSION CONTROL MEASURES
PER DETAILS AND
SPECIFICATIONS, PLAN SHEETS,
AND BEST MANAGEMENT
PRACTICES.
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER
THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
EROSION CONTROL KEYNOTES
LIMITS OF DISTURBANCE
REVEGETATION, SHEET D15.
HECP TYPE 2, PER
SPECIFICATIONS AND DETAIL,
SHEET D15.
FIBER ROLL PER DETAIL, SHEET
D15
INLET PROTECTION, PER DETAIL,
SHEET D14
STABILIZED CONSTRUCTION
ENTRANCE PER DETAIL, SHEET
D14
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/2/
:1 3 M
AC
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R
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D
ER
OS
IO
N.
DW
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
M
AT
C H
L
IN
E
SE
E
BE
LO
W
FOR CONTINUATIO
N SEE SHEET C20
SEE TRAILHEAD DRAWING
PACKAGE FOR CONTINUATION
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
ENTRY ROAD EROSION
CONTROL
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
35 136
C23
(R04)
INTERMOUNTAIN
M
ATC
H
LIN
E SEE ABO
VE
MATCH LINE SEE SHEET C24
02 03
02 03
02 03
02 03
05 05
02 03
02 03
02 03
02 03
EXIT RD
C24 C23
PINEVIEW
TRAILHEAD
SR-158
C23 C24
Gate N.I.C. 03/21/25 omena Polygon omena Text Box
GATE NOT IN CONTRACT
SF
SF
FR
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LO
D
LO
D
LOD
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LO
D
LOD
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LOD
LOD
LOD
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LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
SD
SD
SD
SD
SD
SD
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LODLOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
NOTES:
1. EROSION CONTROL ELEMENTS
SHOWN ON THESE SHEETS ARE
NOT ALL INCLUSIVE AND MAY
VARY DEPENDING ON FINAL
GRADING AND SITE CONDITIONS.
THE CONTRACTOR IS
RESPONSIBLE TO INSTALL
EROSION CONTROL MEASURES
PER DETAILS AND
SPECIFICATIONS, PLAN SHEETS,
AND BEST MANAGEMENT
PRACTICES.
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER
THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
EROSION CONTROL KEYNOTES
LIMITS OF DISTURBANCE
REVEGETATION, SHEET D15.
HECP TYPE 2, PER
SPECIFICATIONS AND DETAIL,
SHEET D15.
SILT FENCE, PER DETAIL, SHEET
D15
FIBER ROLL PER DETAIL, SHEET
D15
INLET PROTECTION, PER DETAIL,
SHEET D14
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/2/
:1 3 M
AC
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ND
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Q:
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DW
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
MATCH LI
NE SEE SHEET C
M
AT
C H
L
IN
E
SE
E
BE
LO
W
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
ENTRY ROAD EROSION
CONTROL
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
36 136
C24
(R04)
INTERMOUNTAIN
MATCH LINE SEE ABOVE SEE SHEET C39
FO
R CO
NTINUATIO
N
02 03
05 05
02 03
02 03
02 03
02 03
02 03
02 03
02 03
02 03
02 03
02 03
EXIT RD
PINEVIEW
TRAILHEAD
SR-158
C24 C23 C23
C24
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-C
UT
PAVE-CUT
PAVE-CUT
0+00
0+50
BP: 0+00.00
2+00
3+
4+
5+
6+
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-C
UT
PAVE-C
UT
PAVE-CUT
PAVE-CUT
PAVE-CUT
PAVE-CUT
0+00
0+50
1+00
BP: 0+00.00
PC: 0+93.01
PT: 1+05.73
1+00
2+00
GROVE
6+
7+
8+ 00 9+
+0
11+00
SD
SD
SD
SD
SD
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
SIGNING KEYNOTES
STOP SIGN R1-1 (30" X 30") PER
M.U.T.C.D. STANDARD PLANS.
R3-7R "RIGHT LANE MUST TURN
RIGHT" SIGN PER M.U.T.C.D
STANDARD PLANS.
"THROUGH TRAFFIC KEEP LEFT"
SIGN. SEE DETAIL SHEET D16.
TRAFFIC CONTROL- NEW POINT DAY
USE, PORT RAMP BOAT RAMP. SEE
SHEET D16, D17 AND CONSTRUCT
PER FOREST SERVICE REFERENCE
DRAWINGS.
KEYMAP
NOTES:
1. ALL STRIPING TO CONFORM TO
M.U.T.C.D STANDARDS UNLESS
OTHERWISE NOTED
STRIPING KEYNOTES
4-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
WHITE LANE-USE ARROW PAVEMENT
MARKING (RIGHT/LEFT TURN AND
THROUGH LANE-USE AS NOTED ON
DRAWINGS) PER M.U.T.C.D
STANDARD PLANS.
DOUBLE 4-INCH WIDE SOLID YELLOW
LINE PER M.U.T.C.D. STANDARD
PLANS.
8-INCH WIDE SOLID YELLOW
PAVEMENT MARKING PER M.U.T.C.D.
STANDARD PLANS.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/2/
:2 8 M
AC
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ND
RI
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Q:
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PRICE
U
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ESSIONAL ENGINEER
TO F
AH
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TREVOR N.
12/07/23
M
AT
C H
L
IN
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BE
LO
W
FOR CONTINUATIO
N SEE SHEET C20
SEE TRAILHEAD DRAWING
PACKAGE FOR CONTINUATION
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
ENTRY ROAD SIGNING &
STRIPING
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
37 136
C25
(R04)
INTERMOUNTAIN
M
ATC
H
LIN
E SEE ABO
VE
MATCH LINE SEE SHEET C26
EXIT RD
C26 C25
PINEVIEW
TRAILHEAD
SR-158
C25 C26
Gate N.I.C 03/21/25 omena Polygon omena
GATE NOT IN CONTRACT
+00
+0
+0
+0
+0
16+00
+0
18+00
19+00
20+00
20+17
SD
SD
SD
SD
SD
SD
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
SIGNING KEYNOTES
RECREATION SITE IDENTIFICATION
SIGN FOR PORT RAMP BOAT LAUNCH.
SEE SHEET D16, D17, D18
CONSTRUCT PER FOREST SERVICE
REFERENCE DRAWINGS.
"FEE AREA AHEAD" SIGN. SEE SHEET
D16, D17 AND CONSTRUCT PER
FOREST SERVICE REFERENCE
DRAWINGS.
CROSSING SIGNS W11-15 (30"X30")
AND W16-7P (24"X12") PER M.U.T.C.D.
STANDARD PLANS.
R6-6 "BEGIN ONE-WAY" SIGN PER
M.U.T.C.D. STANDARD PLANS.
R5-1 "DO NOT ENTER" SIGN PER
M.U.T.C.D. STANDARD PLANS.
KEYMAP
NOTES:
1. ALL STRIPING TO CONFORM TO
M.U.T.C.D STANDARDS UNLESS
OTHERWISE NOTED
STRIPING KEYNOTES
4-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
WHITE LANE-USE ARROW PAVEMENT
MARKING (RIGHT/LEFT TURN AND
THROUGH LANE-USE AS NOTED ON
DRAWINGS) PER M.U.T.C.D
STANDARD PLANS.
DOUBLE 4-INCH WIDE SOLID YELLOW
LINE PER M.U.T.C.D. STANDARD
PLANS.
8-INCH WIDE SOLID YELLOW
PAVEMENT MARKING PER M.U.T.C.D.
STANDARD PLANS.
4-INCH SOLID YELLOW LINE
PAVEMENT MARKING WITH DIAGONAL
CROSSHATCH MARKING PER
M.U.T.C.D. STANDARD PLANS.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/2/
:2 8 M
AC
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Q:
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PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
MATCH LI
NE SEE SHEET C
M
AT
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GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
ENTRY ROAD SIGNING &
STRIPING
9/26/2023 ----
CC/ZS/CN
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38 136
C26
(R04)
INTERMOUNTAIN
MATCH LINE SEE ABOVE SEE SHEET C42
FO
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NTINUATIO
N
EXIT RD
PINEVIEW
TRAILHEAD
SR-158
C26 C25 C25
C26
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > 24'' SDFR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR FR
FR
FR
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
H
IG
H
W A
Y
H
IG
H
W A
Y
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
LO
D
LO
D
LO
D
2'' W
2'' W
2'' W
2'' W
2'' W
2' ' W
2' ' W
24'' SD
24'' SD
24'' SD
4'' W
W
FR
FR
FR
FR
FR
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
2'' W 2'' W
2'' W 2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2' ' W
2' ' W
24'' SD
24'' SD
24'' SD
4'' W
W
1' ' W
W
FR
FR
FR
FR
FR FR
FR FR FR
FR FR
FR FR FR FR FR
FR
FR
FR
FR
FR
FR
FR
FR
FRFRFRFRFRFRFRFR FR FR FR
FR
FR
FR
FR
FR
FR FR
FR FR FR FR
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
492749
SD
SD
W
W
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/26
/23
:5 7 M
AC
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RI
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Q:
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PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23M
AT
C H
L
IN
E
SE
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BE
LO
W
SE
E
SH
EE
T C
FO
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O N
TI
N
U
AT
IO
N
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
EXIT ROAD EROSION
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
39 136
C27
(R04)
INTERMOUNTAIN
SEE SHEET C39 FO
R CO
NTINUATIO
N
M
AT
C H
L
IN
E
SE
E
AB
O
VE
NOTES:
1. EROSION CONTROL ELEMENTS
SHOWN ON THESE SHEETS ARE
NOT ALL INCLUSIVE AND MAY
VARY DEPENDING ON FINAL
GRADING AND SITE CONDITIONS.
THE CONTRACTOR IS
RESPONSIBLE TO INSTALL
EROSION CONTROL MEASURES
PER DETAILS AND
SPECIFICATIONS, PLAN SHEETS,
AND BEST MANAGEMENT
PRACTICES.
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER
THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
EROSION CONTROL KEYNOTES
LIMITS OF DISTURBANCE
REVEGETATION, SHEET D15.
HECP TYPE 2, PER
SPECIFICATIONS AND DETAIL,
SHEET D15.
FIBER ROLL PER DETAIL, SHEET
D15
INLET PROTECTION, PER DETAIL,
SHEET D14
STABILIZED CONSTRUCTION
ENTRANCE PER DETAIL, SHEET
D14
KEYMAP
02 03
02 03
05 05
02 03
02 0305
05 05
EN
TR
Y
RD
C27
SR
-1
C27
PORT RAMP
ENTRY AREA
1+
2+
2+
3+
3+
4+
4+
5+
SD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
H
IG
H W
A Y
H
IG
H W
A Y
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
PA
VE
-C
U T
PA
VE
-C U
T
1+
1+
20+00
20+50
21+00
LO
D
LO
D
LO
D
9+
10+00
PT: 3+77.75
SD
SD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
5+
6+
6+
7+
7+
8+
8+ 50 9+
9+
10+00
PT: 3+77.75
SD
SD
SD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/31
/23
:2 9 M
AC
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RI
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Q:
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PRICE
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OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23M
AT
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24 22
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
EXIT ROAD SIGNING &
STRIPING
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
40 136
C28
(R04)
INTERMOUNTAIN
SEE SHEET C42 FO
R CO
NTINUATIO
N
M
AT
C H
L
IN
E
SE
E
AB
O
VE
NOTES:
1. ALL STRIPING TO CONFORM TO
M.U.T.C.D STANDARDS UNLESS
OTHERWISE NOTED
KEYMAP
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED,
THE DETAILS NOTED, AND/OR AS SHOWN
IN THE CONSTRUCTION DRAWINGS:
SIGNING KEYNOTES
STOP SIGN R1-1 (30" X 30") PER
M.U.T.C.D. STANDARD PLANS.
NO PARKING ANY TIME R7-1 (12”X18”)
(RIGHT/LEFT AND DOUBLE ARROW AS
NOTED ON DRAWINGS) PER
M.U.T.C.D. STANDARD PLANS.
18" X 12" - 15 MINUTE PARKING,
LOADING AND UNLOADING. SEE
DETAIL SHEET D16.
STRIPING KEYNOTES
4-INCH WIDE SOLID WHITE PAVEMENT
MARKING PER M.U.T.C.D. STANDARD
PLANS.
8-INCH DASHED YELLOW LINE
PAVEMENT MARKING, 10-FOOT DASH,
30-FOOT GAP PER M.U.T.C.D.
STANDARD PLANS.
WHITE LANE-USE ARROW PAVEMENT
MARKING (RIGHT/LEFT TURN AND
THROUGH LANE-USE AS NOTED ON
DRAWINGS) PER M.U.T.C.D
STANDARD PLANS.
DOUBLE 4-INCH WIDE SOLID YELLOW
LINE PER M.U.T.C.D. STANDARD
PLANS.
4-INCH WIDE SOLID YELLOW
PAVEMENT MARKING PER M.U.T.C.D.
STANDARD PLANS.
25 25 25
EN
TR
Y
RD
C28
SR
-1
C28
PORT RAMP
ENTRY AREA
> DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/30
/23
:2 4 M
AC
KE
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E.
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ND
RI
X
Q:
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2\U
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2 P
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
PAVEMENT PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
41 136
C29
(R04)
INTERMOUNTAIN
MATCH LINE SEE SHEET C19
FO
R
C O
N
TIN
U
ATIO
N
SEE SH
EET C
M
ATC
H
LIN
E SEE SH
EET C
01 01
C31
SR-158
C30 C29
EN
TR
Y R
D
EXIT R
D
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
PAVEMENT KEYNOTES
PAVED ROAD/PARKING (4-INCH
ASPHALT ON 6-INCH UTBC ON
19-INCH SUBBASE). SEE DETAIL,
SHEETS D1.
3-INCH CRUSHER FINES ON 4-INCH
UTBC, UNPAVED PATH, WIDTH PER
PLANS. SEE DETAIL, SHEETS D1.
CONCRETE SIDEWALK, WIDTH PER
PLANS. SEE DETAIL, SHEETS D1.
ADA RAMP. SEE DETAIL, SHEET D2
AND D3.
ASPHALT ROLL CURB. SEE DETAIL,
SHEET D4
CONCRETE PAD FOR PAVILION.
SEE DETAILS, SHEETS D1 AND D12.
STANDARD CURB AND GUTTER.
SEE DETAIL, SHEET D4.
CONCRETE PAVED PARKING
SECTION (ACCESSIBLE STALLS).
SEE DETAIL, SHEET D1.
CURB TRANSITION TO FLAT. SEE
DETAIL, SHEET D4.
KEYMAP
08 CATCH
CATCH
SHED
> DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/30
/23
:2 4 M
AC
KE
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ND
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X
Q:
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-2
2 P
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
PAVEMENT PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
42 136
C30
(R04)
INTERMOUNTAIN
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
M
AT
CH
L
IN
E
SE
E
SH
EE
T C2
9 01
C31
SR-158
C30 C29
EN
TR
Y R
D
EXIT R
D
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
PAVEMENT KEYNOTES
PAVED ROAD/PARKING (4-INCH
ASPHALT ON 6-INCH UTBC ON
19-INCH SUBBASE). SEE DETAIL,
SHEETS D1.
BOAT RAMP PAVEMENT
REHABILITATION SEE DETAIL
SHEET D41.
3-INCH CRUSHER FINES ON 4-INCH
UTBC, UNPAVED PATH, WIDTH PER
PLANS. SEE DETAIL, SHEETS D1.
CONCRETE SIDEWALK, WIDTH PER
PLANS. SEE DETAIL, SHEETS D1.
SHORE PROTECTION. SEE DETAIL,
SHEET D21.
12-INCH UTBC, UNPAVED ROAD.
SEE DETAIL, SHEET D1.
ADA RAMP. SEE DETAIL, SHEET D2
AND D3.
CONCRETE PAD FOR PAVILION.
SEE DETAILS, SHEETS D1 AND D12.
STANDARD CURB AND GUTTER.
SEE DETAIL, SHEET D4.
4- FOOT WIDE VALLEY GUTTER.
SEE DETAIL, SHEET D4.
CONCRETE PAVED PARKING
SECTION (ACCESSIBLE STALLS).
SEE DETAIL, SHEET D1.
KEYMAP
SEE C36.1 FOR
CONTINUATION
03/05/25Area N.I.C.
omena Text Box
NOT IN CONTRACT
omena Line omena Polygon omena Line
> DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/30
/23
:2 4 M
AC
KE
LL
E.
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ND
RI
X
Q:
\!2
2\U
T-
-2
2 P
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9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
PAVEMENT PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
43 136
C31
(R04)
INTERMOUNTAIN
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
06060606
101010
C31
SR-158
C30 C29
EN
TR
Y R
D
EXIT R
D
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
PAVEMENT KEYNOTES
12-INCH UTBC, UNPAVED ROAD.
SEE DETAIL, SHEET D1.
CONCRETE PAD WITH UTILITY
CONNECTIONS. SEE DETAIL, SHEET
D1.
CONCRETE PAVED ROAD/TRAILER
PAD. SEE DETAIL, SHEET D1.
KEYMAP
131313
03/05/25Area N.I.C.
omena Text Box
NOT IN CONTRACT
omena Line omena Line
Polygon
E
1'' W
1'' W 1'' W
1'' W
1'' W 1'' W
1'' W 1'' W
1'' W 1'' W
1'' W 1'' W
1'' W
1'' W 1'' W
1'' W
24'' SD
24'' SD
24'' SD
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W
2'' W
2'' W
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W 2'' W
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
SD
24'' SD
SD
SD
24'' SD
24'' SD
24'' SD
4'' W 4'' W
4'' W 4'' W
W
24'' SD
SD
12.00'
12.00'
12.00'
5.00' 5.00'
10.00' 5.00'
16.50'
24.00'24.00' 24.00'
8.50'
12.00' 12.00'
12.00'
18.00'
TYP
9.00'
TYP
R23.58'
R3.50'
R5.00'
18.00'
TYP
9.00'
TYP
3.81'
6.00'
43.35'
29.90'
15.00'
15.00'
8.00'
TYP
46.02'
18.00'
9.00' R10.00'
R16.00'
10.00'
4.00'16.74'
6.00'
2.50'
30.00'
10.00'
R53.08'
R72.83'
R71.61'
R40.62'
R 20.50'
R 19.50' R4.50'
R4.50'
R10.50'
R9 .5
0'
11.50'
E
1'' W
1'' W 1'' W
1'' W
1'' W 1'' W
1'' W 1'' W
1'' W 1'' W
1'' W 1'' W
1'' W
1'' W 1'' W
1'' W
24'' SD
24'' SD
24'' SD
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W
2'' W 2'' W
2'' W
2'' W
2'' W
2'' W 2'' W
2'' W 2'' W
2'' W
2'' W 2'' W 2'' W
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
SD 24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
SD
SD
24'' SD
24'' SD
24'' SD
4'' W 4'' W
4'' W 4'' W
W
24'' SD
SD
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
SITE KEYNOTES
DIP TANK & DECONTAMINATION. BY
OTHERS, NOT IN CONTRACT
PUMP HOUSE BY DWR/CLEAN
WAKE. FOR LAYOUT SEE DETAIL,
SHEET D23 AND D24.
PROPANE TANK WITH PAD PER
DETAIL, SHEET D1 AND D24.
POST AND ROPE FENCE. SEE
TYPICAL DETAIL, SHEET D11.
REVEGETATION AREA PER
EROSION CONTROL PLANS,
LANDSCAPE SPECIFICATIONS, AND
DETAIL, SHEET D15.
3-4 FOOT BARRIER ROCK, SEE
DETAIL, SHEET D13.
SINGLE UNIT VAULT COMFORT
STATION W/ CHASE AND SOLAR
FAN (LEFT-HAND ORIENTATION).
SEE DETAIL SHEET D10.
5' WIDE SWING GATE. SEE DETAIL,
SHEET D24.
72" CHAIN LINK FENCE. SEE DETAIL,
SHEET D24.
14' WIDE SWING GATES. SEE
DETAIL, SHEET D24.
CURB STOP. SEE DETAIL, SHEET
D4.
UTILITY KEYNOTES
PROTECT IN PLACE EXISTING 36"
WATER LINE TO REMAIN.
APPROXIMATE LOCATION SHOWN
ON PLANS.
PROTECT IN PLACE EXISTING
WATER WELL.
WATER KEYNOTES
INSTALL WATER FITTING AS
NEEDED.
INSTALL WATER VALVE. SEE
DETAIL, SHEET W3.
INSTALL 1" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
INSTALL 2" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
PROVIDE 1" HDPE WATER STUB.
CAP AND ATTACH TO METAL
STAKE 2' ABOVE FINISHED
GRADE. TIE IN BY OTHERS
SUB-METER, SEE DETAIL, SHEET
W3
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/30
/23
:1 5 M
AC
KE
LL
E.
HE
ND
RI
X
Q:
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2\U
T-
-2
2 P
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W R
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\_P
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RA
MP
\C
-C
S
IT
E
UT
IL
IT
Y.
DW
G;
9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
SITE & UTILITY PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
44 136
C32
(R04)
INTERMOUNTAIN
M
ATC
H
LIN
E SEE SH
EET C
MATCH LINE SEE SHEET C19
M
ATC
H
LIN
E SEE SH
EET C
15TYP.
15TYP.
15TYP.
161 LF
2" H
D
PE
W
ATER
LIN
E
186 LF 1" HDPE
WATER LINE
3090°
3090°
C34
SR-158
C33 C32
EN
TR
Y R
D
EXIT R
D
15TYP.
401 LF 2" HDPE
WATER LINE
CONTRACTOR TO ENSURE PROPER
VERTICAL OFFSET BETWEEN PIPES.
57 LF 2" HDPE
WATER LINE
WATER CONNECTION LAYOUT.
SEE DETAIL W1.
59 LF 1" HDPE
WATER LINE
21TYP.
21 TYP.
Area N.I.C.
03/21/25 omena Polygon omena
NOT IN CONTRACT
2'' W
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
S
1'' W
S
1'' W 1'' W
24'' SD
24'' SD
24'' SD
24'' SDSD
SD
SD
18.00'
TYP
9.00'TYP
3.81'
6.00'
41.54'
53.02' 28.17'28.00'
30.00'
28.02'
28.22'
20.00'
TYP 10.00'
TYP
20.00'
TYP
26.00'
16.00' 19.25'
10.00'
20.00'
TYP
10.00'
TYP
6.00'
TYP
6.00'
7.00'
64.81' TYP
60.22'
15.00'
15.00'
8.00'TYP
70.00'
R20.00'
28.00'
R 180.00'
5.00' 9.00'
10.04'
.66
TYP
R10.00'
R16.00'
R31.00'
26.17'
8.00'
73.46'
R4.00' TYP.
9.94'
TYP.
12.00'
TYP.
40.00'
TYP.
72.62'
28.00'
12.91'
7.00'
40.00'
TYP.
28.00'
58.81'
67.77'
76.01'
79.52' 20.00'TYP.
20.00'
TYP.
6.00'
TYP.
6.00'
TYP.
10.00'
R84.50'
280.03' TYP
2'' W
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
2'' W
S
1'' W
S
1'' W 1'' W
24'' SD
24'' SD
24'' SD
24'' SDSD
SD
SD
KEYMAP
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
SITE KEYNOTES
PICNIC PAVILION. 16-FOOT SQUARE
MONO-SLOPED 4 POST PAVILION
ON 20-FOOT X 20'-FOOT CONCRETE
PAD. SEE ENLARGED DETAIL,
SHEET D1 AND D12.
2-UNIT VAULT COMFORT STATION
W/ CHASE AND SOLAR FAN. SEE
DETAIL SHEET D9 AND D10.
TRASH ENCLOSURE W/ 6 YD
DUMPSTER. SEE DETAIL, SHEET D7
AND D8.
CONCRETE STAIRS. SEE
STRUCTURAL DRAWINGS.
BOLLARD. SEE DETAIL, SHEET D12.
POST AND ROPE FENCE. SEE
TYPICAL DETAIL, SHEET D11.
ACCESS GATE. SEE DETAIL, SHEET
D35.
NEW BOAT RAMP PER DETAILS ON
STRUCTURAL SHEETS.
REVEGETATION AREA PER
EROSION CONTROL PLANS,
LANDSCAPE SPECIFICATIONS, AND
DETAIL, SHEET D15.
ROCK RETAINING WALL, SEE
DETAIL, SHEET D13.
3-4 FOOT BARRIER ROCK, SEE
DETAIL, SHEET D13.
DECORATIVE METAL RAILING WIRE
MESH. SEE DETAIL, SHEET D28.
CURB STOP. SEE DETAIL, SHEET
D4.
ANIMAL PROOF DOUBLE LITTER
RECEPTACLE. SEE DETAIL SHEET
D8.
UTILITY KEYNOTES
SHORE PROTECTION. SEE DETAIL
SHEET D21.
RV/BOAT DUMP STATION. SEE
DETAIL, SHEET D26.
WATER KEYNOTES
INSTALL WATER FITTING AS
NEEDED.
INSTALL WATER VALVE. SEE
DETAIL, SHEET W3.
INSTALL 1" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
INSTALL 2" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
PROVIDE 2" HDPE WATER STUB.
CAP AND ATTACH TO METAL
STAKE 2' ABOVE FINISHED
GRADE. TIE IN BY OTHERS
SEWER KEYNOTES
INSTALL SANITARY SEWER
HOLDING TANK PER DETAILS,
SHEET D26.
INSTALL 4" SDR35 SANITARY
SEWER LATERAL WITH MINIMUM
2% SLOPE AND CLEAN OUT PER
DETAILS, SHEET D25.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/30
/23
:1 5 M
AC
KE
LL
E.
HE
ND
RI
X
Q:
\!2
2\U
T-
-2
2 P
IN
EV
IE
W R
EC
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S\
PR
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DA
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\_P
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T
RA
MP
\C
-C
S
IT
E
UT
IL
IT
Y.
DW
G;
9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
SITE & UTILITY PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
45 136
C33
(R04)
INTERMOUNTAIN
M
AT
CH
L
IN
E
SE
E
SH
EE
T C3
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
13 13
15TYP.
15TYP.
15 TYP.
401 LF 2" HDPE
WATER LINE
341 LF 2" HDPE
WATER LINE
222 LF 2" HDPE
WATER LINE
30 22.5°
33 31
30 4X1 TEE
304X2 TEE
WYE
C34
SR-158
C33 C32
EN
TR
Y R
D
EXIT R
D
08 0808
21 TYP.
21 TYP.
21 TYP.
SEE C36.1 FOR CONTINUATION
Area N.I.C 03/05/25 omena Text Box
NOT IN CONTRACT
omena Line omena Line
1'' W 1'' W
1'' W1'' W1'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W2'' W
S
S
1'' W
1'' W1'' W
S
1'' W
CO
CO
R30.00'
TYP
R45.39'
26.00'
20.00'
TYP
17.00'
TYP
29.00'
TYP
20.00'TYP
.66
TYP
.48
TYP
8.29'
13.33'
TYP.
5.00'
TYP.
R5.00'
TYP
2'' W2'' W
S
1'' W
KEYMAP
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR
CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
SITE KEYNOTES
CAMP HOST SITE W/ AMENITIES,
SEE DETAIL SHEET D25.
REVEGETATION AREA PER
EROSION CONTROL PLANS,
LANDSCAPE SPECIFICATIONS, AND
DETAIL, SHEET D15.
3-4 FOOT BARRIER ROCK, SEE
DETAIL, SHEET D13.
UTILITY KEYNOTES
TYPICAL CAMPSITE UTILITY PAD.
SEE DETAIL, SHEET D5.
WATER KEYNOTES
INSTALL WATER FITTING AS
NEEDED.
INSTALL 1" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
INSTALL 2" HDPE WATER LATERAL
SEE DETAILS SHEET W3.
USFS STANDARD WATER
HYDRANT SEE DETAIL, SHEET D27
SEWER KEYNOTES
INSTALL SANITARY SEWER
HOLDING TANK PER DETAILS,
SHEET D26.
INSTALL 4" SDR35 SANITARY
SEWER LATERAL WITH MINIMUM
2% SLOPE AND CLEAN OUT PER
DETAILS, SHEET D25.
INSTALL SANITARY SEWER LINE
FITTING
INSTALL CAMP HOST SITE SEWER
DRAIN. SEE DETAIL, SHEET D25.
INSTALL SEWER CLEAN OUT. SEE
DETAIL, SHEET D25.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/30
/23
:1 5 M
AC
KE
LL
E.
HE
ND
RI
X
Q:
\!2
2\U
T-
-2
2 P
IN
EV
IE
W R
EC
RE
AT
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N
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S\
PR
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DA
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\_P
OR
T
RA
MP
\C
-C
S
IT
E
UT
IL
IT
Y.
DW
G;
9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
SITE & UTILITY PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
46 136
C34
(R04)
INTERMOUNTAIN
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
27 27
15 TYP.
222LF 2" HDPE
WATER LINE
30 2X1 TEE
3330 2X1 TEE
30 2X1 TEE
30 2X1 TEE
30 90°
38 38
39 WYE 39 WYE 39 45°
39 45°39 45°39 45°
3945°
39 45°
40 40 40
34 34 34
C34
SR-158
C33 C32
EN
TR
Y R
D
EXIT R
D
CONTRACTOR TO ENSURE THAT
PROPER SEPARATION BETWEEN
UTILITIES IS MAINTAINED PER
STATE AND LOCAL CODES.
CONTRACTOR TO ENSURE THAT
PROPER SEPARATION BETWEEN
UTILITIES IS MAINTAINED PER
STATE AND LOCAL CODES.
CONTRACTOR TO
ENSURE THAT
PROPER
SEPARATION
BETWEEN UTILITIES
IS MAINTAINED PER
STATE AND LOCAL
CODES.
Area N.I.C 03/05/25 omena Text Box
NOT IN CONTRACT
omena Line omena Line
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
SD
SD
SD
24'' SD
24'' SD
24'' SD
24'' SD
14 49
4918 49
49144914 4913 4912 49
49134914
6.9% 2.
0%
3.
9%
4.5 :1
2.
0:
2.0:1
3.1%
2.
0:
1 2.
0:
90.70' OF 24" RCP @ 3.66%
12.66' OF 24" RCP @ 2.05%
32.44' OF 24" RCP @ 1.00%
39.85' OF 24" RCP @ 0.68%
12.43' OF 24" RCP @ 0.56%
85.58' OF 24" RCP @ 0.50%
65.52' OF 24" RCP @ 2.85%
2005 2006
2030 2031
2042 2043
3004 3005
3008 3009
3010 3011
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD L
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LODLOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
INLET END SECTION
FL: 4911.00
SD-PR#02
RIM: 4911.21
INV IN: 4907.68 24" RCP (NE)
INV IN: 4907.68 24" RCP (W)
INV OUT: 4906.88 24" RCP (SE)
OUTLET END SECTION
FL: 4906.62
CURB INLET
GRATE: 4912.45
FL IN: 4908.05
FL OUT: 4907.95
CURB INLET
GRATE: 4913.58
FL: 4908.37 (SE)
OUTLET END SECTION
FL: 4912.40
SD-EXR#05
RIM: 4916.68
INV IN: 4912.57 24" RCP (N)
INV OUT: 4912.47 24" RCP (S)
CURB INLET
GRATE: 4910.61
FL: 4908.24 (NE)
INLET END
FSD-EXR#03
RIM: 4917.72
INV OUT: 4914.97 24" RCP (SE)
SD-EXR#04
RIM: 4915.85
INV IN: 4913.10 24" RCP (NW)
INV OUT: 4913.00 24" RCP (S)
34.23' OF 24"
OUTLET END
SECTION
FL: 4906.64
EXIST. W
ATER
W
ELL 4FT C
EN
TER
W
ATER
VAU
LT
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
SD 24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
SD
24'' SD
24'' SD
24'' SD
24'' SD
14 49
4918 49
49144914 4913 4912 49
49134914
6.9% 2.
0%
3.
9%
4.5 :1
2.
0:
2.0:1
3.1%
2.
0:
1 2.
0:
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LODLOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
NOTES:
1. WHERE APPLICABLE, CONTRACTOR
SHALL ENSURE THAT THE MAXIMUM
SLOPE IN ANY DIRECTION FOR ALL
ADA COMPLIANT HARDSCAPE IS
LESS THAN 2.00%.
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
GRADING KEYNOTES
ROCKERY RETAINING WALL. MAX
HEIGHT 5'. SEE STRUCTURES
PLANS AND GEOTECHNICAL
REPORT FOR DESIGN. SEE DEAIL
SHEETS D13
GRADING LOW POINT
GRADE TO DRAIN TO RESERVOIR
3' X 3' PRECAST CONCRETE
DRAINAGE INLET WITH
GALVANIZED WELDED GRATE LID.
SEE DETAIL, SHEET D6.
RCP STORM DRAIN PIPE PER
APWA STANDARDS. SEE DETAIL,
SHEET D5 FOR TRENCHING AND
EMBEDMENT.
CIRCULAR FLARED END SECTION
FOR CONCRETE PIPE, SEE
DETAIL, SHEET D5
PRECAST CONCRETE CATCH
BASIN WITH CURB INLET
ASSEMBLY, SEE DETAIL, D5 AND
D6
PRECAST CONCRETE STORM
DRAIN MANHOLE WITH SNOUT OR
BARRACUDA STYLE TREATMENT
APPARATUS, SEE DETAIL, SHEET
D42
PRECAST CONCRETE MANHOLE,
SEE DETAIL, SHEET D6
DRAINAGE COLLECTION AREA,
SEE SHEET
PRECAST CONCRETE STORM
DRAIN MANHOLE , SEE DETAIL,
SHEET D6
G1
G3
G5
G9
G10
G11
G12
G13
G15
G16
G17
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
/7/
:4 1Z
AC
H.
SC
OT
T Q:
\!2
2\U T-
-2 2 P
IN
EV
IE
W
R
EC
RE
AT
IO
N
SI
TE
S\
PR
OJ
EC
T
DA
TA
\S
HE
ET
_F
IL
ES
\_P
OR
T
RA
MP
\C
-C
G
RA
DI
NG
P
LA
N.
DW
G;
9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
03/24/25
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
GRADING PLAN
CC/ZS/CN
DS/ZH/MH
ZS
4AS
(R04)
INTERMOUNTAIN
M
ATC
H
LIN
E SEE SH
EET C
MATCH LINE SEE SHEET C19
M
ATC
H
LIN
E SEE SH
EET C
G3
G5
G12
G15
G11
G13
G11
G10
G10
G10
G10 G10
G9
G9
G16
G16
SR-158
EN
TR
Y R
D
EXIT R
D
G5
SEE SHEET C37 FOR POINT TABLES
TRANSITION, SEE
PAVEMENT PLANS
FOR CURB TYPE
TRANSITION, SEE
PAVEMENT PLANS
FOR CURB TYPE
TRANSITION
TO FLAT
C38 C36
C35
NOTE: NORTHINGS, EASTINGS,
ELEVATIONS, AND OTHER SPACIAL DATA
ARE FOR THE CONTRACTOR'S
CONVENIENCE ONLY. THE CONTRACTOR
SHALL USE BEST JUDGEMENT IN THE
FIELD AND VERIFY STAKING WITH
CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO
CONSTRUCTION. ALERT ENGINEER OF
DISCREPANCIES.
NOT IN CONTRACT
Area N.I.C. 04/08/25 omena Polygon
Rectangle
'' S
D
'' S
D
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
1.
0%1.5%
0.
8%
1.
1%
0.0%
0.8%3.2:1
3.0:1
0.9%
0.5%
1.1%
1.5%
1.9%
8.1:1
8.0:1
12.2:1
3.5:1
4.0:1
1.7%
1.6%
1.5%
1.4%
0.8%
7.
7%
1.6%
1.5%
1.3%
3.
8%
8.2%
4.8%
1.0%
0.0% TOC: 15.82
TOC: 15.82
TOC: 15.82
TOC: 15.82
FG: 15.19
FG: 15.82
TOC: 15.74
TOC: 15.65
TOC: 15.62
0.
0%
0.5%
1.5%
1.
0%
5.5%
0.4%
1.0%
1.
0%
1.3% 0.9%
0.8%
7.7%
1.2%
1.5%
TOC: 14.39
3.
4%
1.6
1.
6%
1.9%
2.
0%
TOC: 15.83
TOC: 15.87
TOC: 15.96
TOC: 16.27
TOC: 16.28
TOC: 16.36
TOC: 16.77
TOC: 16.78
TOC: 16.37
TOC: 16.40
1.
1%
TOC: 16.57
TOC: 17.13
5.0:1
15.3:1
4.3:1
10.8:1
2.8:1
9.5%
9.8%
TOC: 15.12
TOC: 14.61
2.
0%
11.1%
TOC: 15.71
1.
8%1.
7%
TOC: 14.43
TOC: 14.10
TOC: 14.35
18.2%
14.0%
17.1%
TOC: 15.65
TOC: 15.79
1.5%
1.8%
1.
7%
3.
5%
1.8%
1.5%
8.
1%
1.
4%
6.3%
11.4%
13.3%
13.9%
5.
4%
1.
4%
1.
4%
1.4%
TOC: 15.57
TOC: 15.67
TOC: 15.65
TOC: 15.62
TOC: 15.62 FG: 15.60
FG: 15.56
FG: 15.51
FG: 15.48
FG: 15.45
FG: 15.42
FG: 15.37
TOC: 15.82
TOC: 16.03
TOC: 15.94
TOC: 15.81
TOC: 15.70
3.7%
7.
6%
14.1%
TOC: 15.74
TOC: 15.59
TOC: 15.83
TBC: 16.31
2.8:1 8.
4%
TBC: 16.19
TBC: 16.24
TOC: 15.74
TBC: 16.42
TBC: 16.49
TBC: 16.31
NOTES:
1. WHERE APPLICABLE, CONTRACTOR
SHALL ENSURE THAT THE MAXIMUM
SLOPE IN ANY DIRECTION FOR ALL
ADA COMPLIANT HARDSCAPE IS
LESS THAN 2.00%.
SCOPE OF WORK:
THIS SHEET IS SUPPLEMENTAL TO
SHEET C35 AND INTENDED TO FURTHER
CLARIFY GRADING AND ELEVATIONS.
ALL APPLICABLE WORK NOTED ON
SHEET C35 SHALL ALSO BE APPLICABLE
TO THIS SHEET.
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
United States Department of Agriculture Forest Service
3/2 4/2
2:
ZA
CH
.S
CO
TT
Q:
\!2
2\U
T-
-2
2 P
IN
EV
IE
W R
EC
RE
AT
IO
N
SI
TE
S\
PR
OJ
EC
T
DA
TA
\S
HE
ET
_F
IL
ES
\_P
OR
T
RA
MP
\D
IP
T
AN
K
GR
AD
IN
G.
DW
G;
9803098-2202
PRICE
U
PR
OF
ESSIONAL ENGINEER
TO F
AH
ETATS
TREVOR N.
03/24/25
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
DIP TANK GRADING PLAN
CC/ZS/CN
DS/ZH/MH
ZS
4AS
(R04)
INTERMOUNTAIN
SR-158
EN
TR
Y R
D
EXIT R
D
C38 C36
C35
NOTE: NORTHINGS, EASTINGS,
ELEVATIONS, AND OTHER SPACIAL DATA
ARE FOR THE CONTRACTOR'S
CONVENIENCE ONLY. THE CONTRACTOR
SHALL USE BEST JUDGEMENT IN THE
FIELD AND VERIFY STAKING WITH
CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO
CONSTRUCTION. ALERT ENGINEER OF
DISCREPANCIES.
DRAINAGE SWALE/LOW POINT
ON WEST SIDE OF FENCE
SET GATE AND FENCE ELEVATIONS
TO ALLOW PROPER GATE OPENING
AND CLOSING.
BEGIN SLOPING FENCE OR STEP
FENCE WITH GRADE SOUTH OF GATE
88 2888 %2%%2%2%
3%3% 1.3% 111.31.3
444444 8%8%8%8%8%8%
0.5%0 50 50 50 50 55%5%0 5%5%5%5%
%%%%00 1.1..
11.00%%%%
.4.4.4%4%4%4%
5%555%5%
5%5%5%5%
1%1%1%%%1%%
66%6%6%6%%%%%
.7%.7%7777%7%7%7%7%
11.
0% 0 0%0%0%0%0%0 000 00 0 0.
0.
0.
8%8%8%
1 %4%4%% 81.8
1 8%881 8%1 8%%8%8%8%8%
5%555%%%5%5%
.5.5.5%5%5%5%5%5%
888.
8.
8.
44%4%4%
MAX 5% SLOPE FROM FG AT FENCE
CORNER POST TO BACK OF CURB
GRADE VARIES ALONG BUILDING FOUNDATION/PAD. IF STRUCTURE
IS SLAB ON GRADE. SLAB SHOULD HAVE THICKENED EDGE TO
ACCOMMODATE GRADE CHANGES. IF BUILDING HAS A FOUNDATION
WALL, VARY EXPOSED FOUNDATION WALL.
GRADE VARIES ALONG BUILDING FOUNDATION/PAD. IF STRUCTURE
IS SLAB ON GRADE. SLAB SHOULD HAVE THICKENED EDGE TO
ACCOMMODATE GRADE CHANGES. IF BUILDING HAS A
FOUNDATION WALL, VARY EXPOSED FOUNDATION WALL.
DRAINAGE SWALE/FLOWLINE
BETWEEN FENCE AND SIDEWALK.
DIP TANK
REFERENCE
ELEVATION
4915.62'
BOILER MUST BE INSTALLED ON EAST WALL OF BUILDING FOR
PROPER SEPARATION FROM PROPANE TANK. IF INSTALLED IN
ALTERNATE LOCATION, BUILDING OR PROPANE TANK LOCATION
MUST BE ADJUSTED.
ADA ACCESSIBLE ROUTE.
ALL ADA REQUIREMENTS
APPLY
STEPS REQUIRED. 2 RISERS (6") AND 1
TREAD (1'). MINIMUM OF 1' REQUIRED
BETWEEN BACK OF GATE AND FACE OF
CLOSEST RISER. STEPS ARE INCIDENTAL
TO CONCRETE FLATWORK.
C35.1
FLATWORK ALONG FRONT EDGE
OF DIP TANK FRAME TO BE LEVEL.
CURB WALL REQUIRED
BETWEEN DIP TANK FRAME
AND ADJACENT SIDEWALK.
SEE SHEET D23.
THICKENED EDGE
REQUIRED BETWEEN DIP
TANK FRAME AND
ADJACENT SIDEWALK. SEE
SHEET D23.
SET BOTTOM OF GATE ELEVATION
TO ALLOW FOR OPENING AND
CLOSING ON SLOPED CONCRETE.
DIP TANK "REFERENCE ELEVATION" IS A SET
ELEVATION FOR THE "GROUND LEVEL"
ELEVATION REFERENCED IN THE CLEAN WAKE
TANK DRAWINGS. THE REQUIRED CURB WALL
SHALL BE A MINIMUM OF 6" ABOVE THIS
HEIGHT.
THE TOP DIP TANK FRAME (INCLUDING HAND
RAIL) SHALL SIT APPROXIMATELY 3'-7 1/4"
ABOVE THE REFERENCE ELEVATION (4915.62')
AT 4919.22' PER CLEAN WAKE TANK DRAWINGS.
1%
11111
11111111
11111
WHERE NO HARDSCAPE IS
PROPOSED ADJACENT TO
DIP TANK, SET FINISHED
GRADE ADJACENT TO TANK
TO THE PROPOSED
ELEVATIONS AND SLOPE
PER NOTES AND
CALLOUTS. REVEAL ON
TANK VARIES.
DIP TANK REFERENCE
ELEVATION = 4915.62'
DIP TANK TOP OF RAILING
~4919.22'
LANDSCAPE AREA.
(SLOPE VARIES)
SIDEWALK. MAX 2%
CROSS SLOPE.
SLOPE TO TBC
DIP TANK FLOOR.
ELEVATIONS VARY
CURB WALL PER DETAILS. HEIGHT VARIES. TYP.
6" ABOVE ADJACENT WALKWAY
LANDSCAPE AREA.
SLOPE VARIES
FENCE PER PLANS
SWALE/DRAINAGE BETWEEN
FENCE AND SIDEWALK
SIDEWALK. MAX 2% CROSS
SLOPE. SLOPE AWAY FROM
DIP TANK.
SECTION A
NOT TO SCALE
A A
FENCE PER PLANS
SIDEWALK. MAX 2%
CROSS SLOPE. SLOPE
TO TBC
DIP TANK
REFERENCE
ELEVATION = 4915.62'
MINOR DEPRESSION TO RETAIN
WATER FROM SIDEWALK
3' M
IN
SECTION B
NOT TO SCALE
FENCE PER PLANS
SLAB THICKENED EDGE
OR EXPOSED
FOUNDATION WALL
PER NOTES
SHED BY OTHERS
LANDSCAPE AREA.
(SLOPE VARIES)
SIDEWALK. MAX 2%
CROSS SLOPE.
SLOPE TO TBC
DIP TANK FLOOR.
ELEVATIONS VARY
DIP TANK
REFERENCE
ELEVATION =
4915.62'
CURB WALL PER DETAILS. HEIGHT VARIES. TYP.
6" ABOVE ADJACENT WALKWAY
DIP TANK
TOP OF
RAILING
~4919.22'
3' M
IN
B
B
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SDSD
SD
SD
49154919
492549
3.1%
9.
6%
2.
0%
4.3%
2.
0:
2.0:1
4.1:1
2.0:1
3.
0:
2.0:1
2.0:1
1.5
1.4%
2.7
6.
8%
2.0:1
16.82' OF 24"
RCP @ 1.50%
21.60' OF 24" RCP @ 2.23%
55.94' OF 24" RCP @ 4.36%
52.20' OF 24" RCP @ 4.36%
227.08' OF 24" RCP @ 0.78%
48.48' OF 24" RCP @ 1.62%
39.14' OF 24" RCP @ 1.00%
43.02' OF 24" RCP @ 2.19%
10011002 2021
11091110
11211122
2100 2101
2111 2112 2113 2114
21432144
1.
8%
21792180
3106 3107
3118 3119
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
CURB INLET
GRATE: 4910.61
FL: 4908.24 (NE)
SD-PR#07
RIM: 4911.37
INV IN: 4908.76 24" RCP (NW)
INV IN: 4908.92 24" RCP (NW)
INV IN: 4907.99 24" RCP (SW)
INV OUT: 4907.48 24" RCP (S)
INLET END SECTION
FL: 4911.20
INLET END SECTION
FL: 4911.20
CURB INLET
GRATE: 4914.74
FL: 4908.99 (N)
OUTLET END SECTION
FL: 4906.33
SD-PR#12
RIM: 4916.28
INV IN: 4907.21 24" RCP (S)
INV IN: 4911.00 24" RCP (NW)
INV OUT: 4907.11 24" RCP (NE)
CURB INLET
GRATE: 4916.60
FL: 4911.39 (SE)
OUTLET END SECTION
FL: 4917.77
INLET END SECTION
FL: 4918.71
SD-PR#17
RIM: 4911.51
INV IN: 4907.00 24" RCP (N)
INV OUT: 4907.00 24" RCP (E)
34.23' OF 24" RCP @ 1.06%
OUTLET END
SECTION
FL: 4906.64
0.2%
RETAINING
W
ALL
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SD
24'' SDSD
SD
SD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
NOTES:
1. WHERE APPLICABLE, CONTRACTOR
SHALL ENSURE THAT THE MAXIMUM
SLOPE IN ANY DIRECTION FOR ALL
ADA COMPLIANT HARDSCAPE IS
LESS THAN 2.00%.
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT
THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN IN THE
CONSTRUCTION DRAWINGS:
GRADING KEYNOTES
GRADING LOW POINT
GRADE TO DRAIN TO RESERVOIR
DRAINAGE SWALE, SEE DETAIL,
SHEET 15.
RCP STORM DRAIN PIPE PER
APWA STANDARDS. SEE DETAIL,
SHEET D5 FOR TRENCHING AND
EMBEDMENT.
CIRCULAR FLARED END SECTION
FOR CONCRETE PIPE, SEE
DETAIL, SHEET D5
PRECAST CONCRETE CATCH
BASIN WITH CURB INLET
ASSEMBLY, SEE DETAIL, D5 AND
D6
PRECAST CONCRETE STORM
DRAIN MANHOLE WITH SNOUT OR
BARRACUDA STYLE TREATMENT
APPARATUS, SEE DETAIL, SHEET
D42
DRAINAGE COLLECTION AREA,
SEE SHEET
PRECAST CONCRETE STORM
DRAIN MANHOLE , SEE DETAIL,
SHEET D6
G3
G5
G7
G10
G11
G12
G13
G16
G17
KEYMAP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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PRICE
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OF
ESSIONAL ENGINEER
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AH
ETATS
TREVOR N.
12/07/23
GAOA PINEVIEW
RESERVOIR
RECREATION
COMPLEX
RECONSTRUCTION
-PHASE 2 PORT
RAMP
UINTA-WASATCH-CACHE
NATIONAL FOREST
OGDEN RANGER DISTRICT
GRADING PLAN
9/26/2023 ----
CC/ZS/CN
DS/ZH/MH
ZS
4AS
48 136
C36
(R04)
INTERMOUNTAIN
M
AT
CH
L
IN
E
SE
E
SH
EE
T C3
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C
G3
G5
G16 G10
G11
G10
G11
G13
G12
G12
G10
G11
G10
G13
G10 G11 G11
G7
G10
SEE SHEET C37.1 FOR POINT TABLES
G7
C38
SR-158
C36 C35
EN
TR
Y R
D
EXIT R
D
G1
SEE C36.1 FOR CONTINUATION
G10
G17
NOTE: NORTHINGS, EASTINGS,
ELEVATIONS, AND OTHER SPACIAL DATA
ARE FOR THE CONTRACTOR'S
CONVENIENCE ONLY. THE CONTRACTOR
SHALL USE BEST JUDGEMENT IN THE
FIELD AND VERIFY STAKING WITH
CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO
CONSTRUCTION. ALERT ENGINEER OF
DISCREPANCIES.
03/05/25Area N.I.C.
omena Text Box
NOT IN CONTRACT
omena Line omena Line
ATTACHMENT 4 - DRAWINGS-BASE NEW ENTRANCE AND SITE - PART 1
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