existing conditions
NOTE: 1. UTILITY LOCATIONS AND SIZES ARE APPROXIMATE. CONTRACTOR TO WORK WITH STATE PARKS TO LOCATE UTILITIES. CONTRACTOR TO VERIFY SIZE AND TYPE OF UTILITY.
LEGEND E
E OHP
S
S
W
W
BURIED ELECTRIC POWER LINE OVERHEAD POWER LINE BURIED SEWER LINE BURIED WATER LINE WATER SPIGOT
100% Design Draw in Not Fo gs r Cons t r u Plo t D ction ate: 9/11/20 16
A
EXISTING CONDITIONS 0
60'
120'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK EXISTING CONDITIONS
M1
NOTES: 1.
2.
LEGEND
TREES TO REMAIN WHERE POSSIBLE. OBTAIN APPROVAL FROM ENGINEER PRIOR TO REMOVAL OF ANY TREE.
BREAKUP CHIP SEAL BEFORE FILL PLACEMENT
BREAKUP CHIP SEAL PRIOR TO PLACEMENT OF FILL. NO PIECES GREATER THAN 6-INCHES IN ANY DIRECTION TO REMAIN.
3.
SALVAGE FOR REUSE ANY TABLES, GRILLS, AND FIRE PITS WITHIN THE FILL AREA.
4.
ALL CONCRETE AND DEBRIS WITHIN THE FILL AREA TO BE REMOVED AND MUST BE DISPOSED OF IN AN APPROVED LANDFILL.
5.
BOULDERS PLACED TO PROTECT UTILITIES OR OTHER IMPROVEMENTS TO BE SALVAGED AND REPLACED.
6.
SALVAGE BOULDERS IN DEMOLITION AREAS FOR REUSE TO MATCH EXISTING.
REMOVE GRASS PRIOR TO FILL PLACEMENT
ings w a r n D ction g i s e ru % D Const /2016 0 0 1 For ate: 9/11 t o D N
DEMOLITION PLAN
B
0
60'
Plo
120'
t
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK DEMOLITION PLAN
M2
ings w a r n D ction g i s e ru % D Const /2016 0 0 1 For ate: 9/11 t o N tD Plo
C
EARTHWORK PLAN 0
60'
120'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK EARTHWORK PLAN
M3
100% Desig n Draw Not Fo ings r Con struct Plo t D ion ate : 9/11 /2
016
LEGEND ELECTRICAL PEDESTAL AND WATER SERVICE, ACTUAL LOCATION DETERMINED BY STATE PARKS
NOTES: 1. CONTRACTOR TO VERIFY PIPE SIZE AND TYPE BEFORE ORDERING MATERIALS. 2. ALL SPRINKLER SYSTEM CONNECTIONS TO CULINARY WATERLINE TO HAVE BACKFLOW PREVENTION, PER CODE. 3. PLACE 4 INCHES OF 3/4-INCH GRAVEL IN FILL AREA WHERE GRAVEL IS CURRENTLY LOCATED.
D
STATE PARK IMPROVEMENTS PLAN 0
15'
30'
60'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK IMPROVEMENTS PLAN
M4
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 : Not lot Date
STATE PARK IMPROVEMENTS PLAN
E
0
15'
30'
P
60'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16 09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK IMPROVEMENTS PLAN
M5
6240
6230 6" OF ROADBASE FOR ROAD/PARKING LOT, MATCH EXISTING
FINISHED SURFACE EXISTING ROAD EXISTING SURFACE
6230
6220 6" OF ROADBASE FOR 15' WIDE ROAD FINISHED SURFACE
EXISTING SURFACE
ZONE 2 FILL EXISTING PARKING LOT
6220
6210 ZONE 2 FILL EXISTING ROAD
6210
6200
6200
6190 0+00
1+00
2+00
3+00
4+00
5+00
6+00
0+00
1+00
CAMPING AREA PROFILE
F
0
40'
80'
0
Horizontal Scale 4'
8'
2+00
3+00
4+00
CAMPING AREA PROFILE
G
0
40'
80'
0
Horizontal Scale 4'
8'
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 e: Dat N ot
Vertical Scale
Vertical Scale
Plo
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16
Eric Dixon 09/16
PROJECT ENGINEER
SHEET
09/16
MILLSITE DAM REHABILITATION 09/16
t
STATE OF UTAH DIVISION OF WATER RESOURCES FERRON CANAL & RESERVOIR COMPANY
PROJECT MANAGER
5+00
EMERY
RE263
COUNTY
APPL. NO.
PROFILES
M6
6240
EXISTING SURFACE 6230 3" OF ASPHALT (BY OTHERS) FINISHED SURFACE 50'-10"
6220
6" OF ROADBASE ZONE 2 FILL
ZONE 2 FILL BOAT RAMP EXTENSION @ ~13:1 SLOPE
6210
6200 0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
PARKING AREA PROFILE
H
0
40'
80'
0
Horizontal Scale 4'
8'
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 e: Dat N ot
Vertical Scale
Plo
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16
Eric Dixon 09/16
PROJECT ENGINEER
STATE OF UTAH DIVISION OF WATER RESOURCES
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
09/16
t
EMERY
RE263
COUNTY
APPL. NO.
PROFILES
M7
6230
6240
3" OF ASPHALT (BY OTHERS) 6" OF ROADBASE EXISTING SURFACE
FINISHED SURFACE
6220
6230
6" ROADBASE FOR ROADS 15' WIDE
ZONE 2 FILL EXISTING SURFACE
FINISHED SURFACE 6210
ZONE 2 FILL
6220
PLACE 1' OF SAND FROM BORROW AREA 6A
6200
6210
6190
6200 0+00
1+00
2+00
J
3+00
0+00
4+00
1+00
2+00
PARKING AREA PROFILE 0
40'
80'
0
Horizontal Scale 4'
8'
EXISTING ROADS
3+00
K
Vertical Scale
4+00
5+00
BEACH AREA PROFILE 0
40'
80'
0
Horizontal Scale 4'
8'
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 e: Dat N ot
Vertical Scale
Plo
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
06/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16
Eric Dixon 09/16
PROJECT ENGINEER
SHEET
09/16
MILLSITE DAM REHABILITATION 09/16
t
STATE OF UTAH DIVISION OF WATER RESOURCES FERRON CANAL & RESERVOIR COMPANY
PROJECT MANAGER
6+00
EMERY
RE263
COUNTY
APPL. NO.
PROFILES
M8
16
gs win a r D ign ruction s e % D Const /2016 100 For ate: 9/11 t o D N lo t
4" THICK, 4000 PSI CONCRETE PAD
NEW PILOT ROCK FA-30, 30" DIAMETER, 9" TALL CAMPFIRE RING
P
10'
6" x 6", 8-GAUGE WELDED WIRE MESH
NOTE: CONSULT WITH STATE PARKS REGARDING PAD ORIENTATION AND FIREPIT LOCATION FOR EACH CAMPSITE.
L
SALVAGED ELECTRICAL PEDESTAL, RAISED 2 FEET
CAMPSITE CONCRETE PAD Not To Scale
NEW WOODFORD MODEL Y2-4 YARD HYDRANT WITH VACUUM BREAKER
SALVAGED PICNIC TABLE NEW PILOT ROCK FA-30, 30" DIAMETER, 9" TALL CAMPFIRE RING
FILL AROUND TREE
L M9
4" OF 3 4" GRAVEL WHERE GRAVEL IS CURRENTLY LOCATED
CAMPSITE CONCRETE PAD
PLACE SALVAGED BOULDER
NEW ROAD (PAVEMENT BY OTHERS)
4' MIN.
3'
NEW ROAD (PAVEMENT BY OTHERS)
APPROX. 2' OF FILL
6" OF ROADBASE EXISTING GROUND
ZONE 2 FILL
6" ROADBASE UNDER CONCRETE
6" OF ROADBASE
EXISTING CONDUIT PLACE 2 FT³ OF GRAVEL AROUND DRAIN
M NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
TYPICAL CAMPSITE WITH SERVICE Not To Scale
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\State Park Details
NEW 4" C900 PVC PIPELINE
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16 09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK CAMPSITE DETAILS
M9
56' P M10
CREATE SHALLOW SWALE TO DIRECT RUNOFF AROUND PAVILLION
R M10 4'
4'
7'
6" x 6" 8 GAUGE WELDED WIRE MESH
3'
11'-11"
21'-11"
24'
14'-4"
INSTALL SALVAGED GRILLS
6" x 6" 8-GAUGE WELDED WIRE MESH THROUGHOUT CONC. PAD
P M10
CXT PRECAST VAULT TOILET R M10
20'
3'
3'
INSTALL FIRE RING 20'-4"
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 : Not lot Date
4'
12'
PAVILLION CONCRETE PAD
N
Q
Not To Scale
VAULT TOILET PLAN Not To Scale
P
24' ELEVATION 6223.0 INSTALL POSTS & ANCHORS PER MANUFACTURER'S RECOMMENDATIONS
1'-7"
4"
MATCH THICKNESS OF RESTROOM SLAB
4"
4"
MATCH THICKNESS OF RESTROOM SLAB
ELEV. 6224.0
6" x 6" x8-GAUGE WELDED WIRE MESH 6" MINIMUM ROADBASE
4' INSTALL ANCHOR BOLTS PER MANUFACTURER RECOMMENDATIONS
P
PAVILLION SECTION
R
Not To Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
6" MINIMUM ROADBASE
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\State Park Details
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16 09/16
PROJECT ENGINEER
Not To Scale
STATE OF UTAH DIVISION OF WATER RESOURCES
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
VAULT TOILET SECTION
09/16
EMERY
RE263
COUNTY
APPL. NO.
MISCELLANEOUS PARK DETAILS
M10
6"
T M11
6" x 6" CONCRETE CURBS WITH #4 REBAR
#4 REBAR @ 12" O.C. EACH WAY
45'
7'
T M11
S
t
4' MIN. COVER
ZONE 2 FILL COMPACTED TO 95% MAX. ASTM D698
U
Not To Scale
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
PIPE O.D. PLUS 24" MIN.
BOAT RAMP CONNECTION
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: F. Last
09/16
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\State Park Details
2" x 6" CONCRETE WEDGE ANCHOR AT 60" O.C. (NUT WELDED AFTER TIGHTENING)
1. STAFF GAUGE TO BE BOLTED TO WESTERN SIDE OF BOAT RAMP. 2. STAFF GAUGE TO EXTEND FROM ELEVATION 6220.5 TO 6150.0 OR LOWEST POINT POSSIBLE. 3. WELD BEAD AT 1-FOOT VERTICAL ELEVATION AS SURVEYED. 4. INCLUDE MEAN SEA LEVEL ABOVE WELDED BEAD LINE AND LOCAL DATUM BELOW. LOCAL DATUM IS MEAN SEA LEVEL MINUS 5160 FEET.
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: F. Last
09/16
DRAFTER: L. Franson
09/16
DRAFTER: F. Last
V
Not To Scale
APPROVED
F. Last
DATE
09/16
E. Dixon
PROJECT ENGINEER
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
MILLSITE DAM REHABILITATION 09/16
BOAT RAMP STAFF GAUGE Not To Scale
SHEET
FERRON CANAL & RESERVOIR COMPANY
PROJECT MANAGER
E. Dixon 09/16
6217 1057
TRENCH UNDER ASPHALT
CHIEF ENGINEER
FILE PATH & NAME
x 6" STEEL PLATE
1
12" MIN.
COMPACTED NATIVE SOIL
T
6218 1058
2"
NOTES:
3 4" MINUS COMPACTED TO 95% ASTM D698
6"
6" MINIMUM COMPACTED ROADBASE
1
ROADBASE COMPACTED TO 95% ASTM D698
EXISTING CONCRETE RAMP
6219 1059
PIPE O.D.
4" MIN.
6" MIN. ROADBASE IN PAVED AREAS
6" MIN.
DOWEL 4 INCHES INTO EXISTING CONCRETE. ANCHOR REBAR WITH ENGINEER APPROVED EPOXY. MINIMUM SPLICE LENGTH OF 24 INCHES. ROUGH FINISH TO MATCH EXISTING BOAT RAMP SURFACE NEW CONCRETE RAMP (4,000 PSI)
ELEVATION NUMBERS WITH LEGIBLE WELD BEAD (WELDED AT 1 FOOT VERTICAL INTERVALS)
PLACE TACK OIL BEFORE PLACING NEW ASPHALT (by others)
ASPHALT BY OTHERS (MATCH EXISTING ASPHALT THICKNESS)
6"
#4 @ 12" O.C. EACH WAY
Not To Scale
6220 1060
ings w a r n D ction g i s e ru % D Const /2016 0 0 1 For ate: 9/11 D N ot Plo
BOAT RAMP SECTION
EMERY
RE263
COUNTY
APPL. NO.
BOAT RAMP & TRENCH DETAILS
M11
LEGEND E
E OHP
S
S
W
W
BURIED ELECTRIC POWER LINE OVERHEAD POWER LINE BURIED SEWER LINE BURIED WATER LINE WATER SPIGOT
100% Design Draw in Not Fo gs r Cons t r u Plo t D ction ate: 9/11/20 16
A
EXISTING CONDITIONS 0
60'
120'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK EXISTING CONDITIONS
M1
NOTES: 1.
2.
LEGEND
TREES TO REMAIN WHERE POSSIBLE. OBTAIN APPROVAL FROM ENGINEER PRIOR TO REMOVAL OF ANY TREE.
BREAKUP CHIP SEAL BEFORE FILL PLACEMENT
BREAKUP CHIP SEAL PRIOR TO PLACEMENT OF FILL. NO PIECES GREATER THAN 6-INCHES IN ANY DIRECTION TO REMAIN.
3.
SALVAGE FOR REUSE ANY TABLES, GRILLS, AND FIRE PITS WITHIN THE FILL AREA.
4.
ALL CONCRETE AND DEBRIS WITHIN THE FILL AREA TO BE REMOVED AND MUST BE DISPOSED OF IN AN APPROVED LANDFILL.
5.
BOULDERS PLACED TO PROTECT UTILITIES OR OTHER IMPROVEMENTS TO BE SALVAGED AND REPLACED.
6.
SALVAGE BOULDERS IN DEMOLITION AREAS FOR REUSE TO MATCH EXISTING.
REMOVE GRASS PRIOR TO FILL PLACEMENT
ings w a r n D ction g i s e ru % D Const /2016 0 0 1 For ate: 9/11 t o D N
DEMOLITION PLAN
B
0
60'
Plo
120'
t
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK DEMOLITION PLAN
M2
ings w a r n D ction g i s e ru % D Const /2016 0 0 1 For ate: 9/11 t o N tD Plo
C
EARTHWORK PLAN 0
60'
120'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK EARTHWORK PLAN
M3
100% Desig n Draw Not Fo ings r Con struct Plo t D ion ate : 9/11 /2
016
LEGEND ELECTRICAL PEDESTAL AND WATER SERVICE, ACTUAL LOCATION DETERMINED BY STATE PARKS
NOTES: 1. CONTRACTOR TO VERIFY PIPE SIZE AND TYPE BEFORE ORDERING MATERIALS. 2. ALL SPRINKLER SYSTEM CONNECTIONS TO CULINARY WATERLINE TO HAVE BACKFLOW PREVENTION, PER CODE. 3. PLACE 4 INCHES OF 3/4-INCH GRAVEL IN FILL AREA WHERE GRAVEL IS CURRENTLY LOCATED.
D
STATE PARK IMPROVEMENTS PLAN 0
15'
30'
60'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER:
09/16
DRAFTER: Lon Franson
09/16
DRAFTER: Conna Rohbock
Eric Dixon
09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK IMPROVEMENTS PLAN
M4
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 : Not lot Date
STATE PARK IMPROVEMENTS PLAN
E
0
15'
30'
P
60'
Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16 09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK IMPROVEMENTS PLAN
M5
6240
6230 6" OF ROADBASE FOR ROAD/PARKING LOT, MATCH EXISTING
FINISHED SURFACE EXISTING ROAD EXISTING SURFACE
6230
6220 6" OF ROADBASE FOR 15' WIDE ROAD FINISHED SURFACE
EXISTING SURFACE
ZONE 2 FILL EXISTING PARKING LOT
6220
6210 ZONE 2 FILL EXISTING ROAD
6210
6200
6200
6190 0+00
1+00
2+00
3+00
4+00
5+00
6+00
0+00
1+00
CAMPING AREA PROFILE
F
0
40'
80'
0
Horizontal Scale 4'
8'
2+00
3+00
4+00
CAMPING AREA PROFILE
G
0
40'
80'
0
Horizontal Scale 4'
8'
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 e: Dat N ot
Vertical Scale
Vertical Scale
Plo
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16
Eric Dixon 09/16
PROJECT ENGINEER
SHEET
09/16
MILLSITE DAM REHABILITATION 09/16
t
STATE OF UTAH DIVISION OF WATER RESOURCES FERRON CANAL & RESERVOIR COMPANY
PROJECT MANAGER
5+00
EMERY
RE263
COUNTY
APPL. NO.
PROFILES
M6
6240
EXISTING SURFACE 6230 3" OF ASPHALT (BY OTHERS) FINISHED SURFACE 50'-10"
6220
6" OF ROADBASE ZONE 2 FILL
ZONE 2 FILL BOAT RAMP EXTENSION @ ~13:1 SLOPE
6210
6200 0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
PARKING AREA PROFILE
H
0
40'
80'
0
Horizontal Scale 4'
8'
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 e: Dat N ot
Vertical Scale
Plo
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16
Eric Dixon 09/16
PROJECT ENGINEER
STATE OF UTAH DIVISION OF WATER RESOURCES
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
09/16
t
EMERY
RE263
COUNTY
APPL. NO.
PROFILES
M7
6230
6240
3" OF ASPHALT (BY OTHERS) 6" OF ROADBASE EXISTING SURFACE
FINISHED SURFACE
6220
6230
6" ROADBASE FOR ROADS 15' WIDE
ZONE 2 FILL EXISTING SURFACE
FINISHED SURFACE 6210
ZONE 2 FILL
6220
PLACE 1' OF SAND FROM BORROW AREA 6A
6200
6210
6190
6200 0+00
1+00
2+00
J
3+00
0+00
4+00
1+00
2+00
PARKING AREA PROFILE 0
40'
80'
0
Horizontal Scale 4'
8'
EXISTING ROADS
3+00
K
Vertical Scale
4+00
5+00
BEACH AREA PROFILE 0
40'
80'
0
Horizontal Scale 4'
8'
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 e: Dat N ot
Vertical Scale
Plo
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
06/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\M1M2_State Park PV Mod
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16
Eric Dixon 09/16
PROJECT ENGINEER
SHEET
09/16
MILLSITE DAM REHABILITATION 09/16
t
STATE OF UTAH DIVISION OF WATER RESOURCES FERRON CANAL & RESERVOIR COMPANY
PROJECT MANAGER
6+00
EMERY
RE263
COUNTY
APPL. NO.
PROFILES
M8
16
gs win a r D ign ruction s e % D Const /2016 100 For ate: 9/11 t o D N lo t
4" THICK, 4000 PSI CONCRETE PAD
NEW PILOT ROCK FA-30, 30" DIAMETER, 9" TALL CAMPFIRE RING
P
10'
6" x 6", 8-GAUGE WELDED WIRE MESH
NOTE: CONSULT WITH STATE PARKS REGARDING PAD ORIENTATION AND FIREPIT LOCATION FOR EACH CAMPSITE.
L
SALVAGED ELECTRICAL PEDESTAL, RAISED 2 FEET
CAMPSITE CONCRETE PAD Not To Scale
NEW WOODFORD MODEL Y2-4 YARD HYDRANT WITH VACUUM BREAKER
SALVAGED PICNIC TABLE NEW PILOT ROCK FA-30, 30" DIAMETER, 9" TALL CAMPFIRE RING
FILL AROUND TREE
L M9
4" OF 3 4" GRAVEL WHERE GRAVEL IS CURRENTLY LOCATED
CAMPSITE CONCRETE PAD
PLACE SALVAGED BOULDER
NEW ROAD (PAVEMENT BY OTHERS)
4' MIN.
3'
NEW ROAD (PAVEMENT BY OTHERS)
APPROX. 2' OF FILL
6" OF ROADBASE EXISTING GROUND
ZONE 2 FILL
6" ROADBASE UNDER CONCRETE
6" OF ROADBASE
EXISTING CONDUIT PLACE 2 FT³ OF GRAVEL AROUND DRAIN
M NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
TYPICAL CAMPSITE WITH SERVICE Not To Scale
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\State Park Details
NEW 4" C900 PVC PIPELINE
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16 09/16
PROJECT ENGINEER
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
EMERY
RE263
COUNTY
APPL. NO.
STATE PARK CAMPSITE DETAILS
M9
56' P M10
CREATE SHALLOW SWALE TO DIRECT RUNOFF AROUND PAVILLION
R M10 4'
4'
7'
6" x 6" 8 GAUGE WELDED WIRE MESH
3'
11'-11"
21'-11"
24'
14'-4"
INSTALL SALVAGED GRILLS
6" x 6" 8-GAUGE WELDED WIRE MESH THROUGHOUT CONC. PAD
P M10
CXT PRECAST VAULT TOILET R M10
20'
3'
3'
INSTALL FIRE RING 20'-4"
gs win a r D ign ruction s e 6 ns t %D 100 For Co 9/11/201 : Not lot Date
4'
12'
PAVILLION CONCRETE PAD
N
Q
Not To Scale
VAULT TOILET PLAN Not To Scale
P
24' ELEVATION 6223.0 INSTALL POSTS & ANCHORS PER MANUFACTURER'S RECOMMENDATIONS
1'-7"
4"
MATCH THICKNESS OF RESTROOM SLAB
4"
4"
MATCH THICKNESS OF RESTROOM SLAB
ELEV. 6224.0
6" x 6" x8-GAUGE WELDED WIRE MESH 6" MINIMUM ROADBASE
4' INSTALL ANCHOR BOLTS PER MANUFACTURER RECOMMENDATIONS
P
PAVILLION SECTION
R
Not To Scale NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
DATE
INITS.
6" MINIMUM ROADBASE
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: Layne Jensen
09/16
APPROVED
Matt Call
DATE
09/16
CHIEF ENGINEER
FILE PATH & NAME
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\State Park Details
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: DRAFTER: Lon Franson DRAFTER: Conna Rohbock
Eric Dixon 09/16 09/16
PROJECT ENGINEER
Not To Scale
STATE OF UTAH DIVISION OF WATER RESOURCES
SHEET
FERRON CANAL & RESERVOIR COMPANY 09/16
MILLSITE DAM REHABILITATION
PROJECT MANAGER
Eric Dixon
VAULT TOILET SECTION
09/16
EMERY
RE263
COUNTY
APPL. NO.
MISCELLANEOUS PARK DETAILS
M10
6"
T M11
6" x 6" CONCRETE CURBS WITH #4 REBAR
#4 REBAR @ 12" O.C. EACH WAY
45'
7'
T M11
S
t
4' MIN. COVER
ZONE 2 FILL COMPACTED TO 95% MAX. ASTM D698
U
Not To Scale
NO.
STATE OF UTAH NATURAL RESOURCES Division of Water Resources
PIPE O.D. PLUS 24" MIN.
BOAT RAMP CONNECTION
DATE
INITS.
REVISIONS
WARNING
0
1 2
SCALE: AS SHOWN
DATE
DESIGNER: F. Last
09/16
\\Franson\Projects\UT\Eastern\Millsite Reservoir Drafting Assist\Drawings\Miscellaneous\State Park Details
2" x 6" CONCRETE WEDGE ANCHOR AT 60" O.C. (NUT WELDED AFTER TIGHTENING)
1. STAFF GAUGE TO BE BOLTED TO WESTERN SIDE OF BOAT RAMP. 2. STAFF GAUGE TO EXTEND FROM ELEVATION 6220.5 TO 6150.0 OR LOWEST POINT POSSIBLE. 3. WELD BEAD AT 1-FOOT VERTICAL ELEVATION AS SURVEYED. 4. INCLUDE MEAN SEA LEVEL ABOVE WELDED BEAD LINE AND LOCAL DATUM BELOW. LOCAL DATUM IS MEAN SEA LEVEL MINUS 5160 FEET.
IF THIS BAR DOES NOT MEASURE 0.5" THEN DRAWING IS NOT TO SCALE
DESIGNER: F. Last
09/16
DRAFTER: L. Franson
09/16
DRAFTER: F. Last
V
Not To Scale
APPROVED
F. Last
DATE
09/16
E. Dixon
PROJECT ENGINEER
STATE OF UTAH DIVISION OF WATER RESOURCES
09/16
MILLSITE DAM REHABILITATION 09/16
BOAT RAMP STAFF GAUGE Not To Scale
SHEET
FERRON CANAL & RESERVOIR COMPANY
PROJECT MANAGER
E. Dixon 09/16
6217 1057
TRENCH UNDER ASPHALT
CHIEF ENGINEER
FILE PATH & NAME
x 6" STEEL PLATE
1
12" MIN.
COMPACTED NATIVE SOIL
T
6218 1058
2"
NOTES:
3 4" MINUS COMPACTED TO 95% ASTM D698
6"
6" MINIMUM COMPACTED ROADBASE
1
ROADBASE COMPACTED TO 95% ASTM D698
EXISTING CONCRETE RAMP
6219 1059
PIPE O.D.
4" MIN.
6" MIN. ROADBASE IN PAVED AREAS
6" MIN.
DOWEL 4 INCHES INTO EXISTING CONCRETE. ANCHOR REBAR WITH ENGINEER APPROVED EPOXY. MINIMUM SPLICE LENGTH OF 24 INCHES. ROUGH FINISH TO MATCH EXISTING BOAT RAMP SURFACE NEW CONCRETE RAMP (4,000 PSI)
ELEVATION NUMBERS WITH LEGIBLE WELD BEAD (WELDED AT 1 FOOT VERTICAL INTERVALS)
PLACE TACK OIL BEFORE PLACING NEW ASPHALT (by others)
ASPHALT BY OTHERS (MATCH EXISTING ASPHALT THICKNESS)
6"
#4 @ 12" O.C. EACH WAY
Not To Scale
6220 1060
ings w a r n D ction g i s e ru % D Const /2016 0 0 1 For ate: 9/11 D N ot Plo
BOAT RAMP SECTION
EMERY
RE263
COUNTY
APPL. NO.
BOAT RAMP & TRENCH DETAILS
M11
