HomeMy WebLinkAboutDDW-2024-007162P
A
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C
E
L
B
142
141
143
140
138136
135
PARCEL B
PARCEL A
139
146 A
146 B
PARCEL A
LOT 144
LOT 142 LOT 147
LOT 143
LOT 145
LOT 148
LOT 149
LOT 150
LOT 125
PA
N
O
R
A
M
A
PAN
O
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A
M
A
WIN
T
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R
W
A
Y
PIPE DREAM
M
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DR
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DA
W
N
PARCEL A
CLOUD DINE
BUILDING
LOT 1
LOT 2
PHASE 3D
PARCEL A
SH
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SHEET
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SHEET
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PHASE 3C
SBWRD
MH #2-3-14-008
8" PVC SEWER MAIN LINE
8" HDPE SEWER MAIN LINE
SSMH #12
SSMH #2
SSMH #1
SSMH #3
SSMH #4
SSMH #7
SSMH #8
SSMH #10
SSMH #11
SSMH #13
EXISTING 8" HDPE
SEWER LINE
EXISTING
SAMPLING
SSMH
EXISTING SBWRD
CLEAN-OUT #2-3-14-004 SSMH #14
SSMH #5
SSMH #9
8" HDPE SEWER
MAIN LINE
SBWRD MAIN LINE
& ACCESS EASEMENT
SSMH #6
EXISTING
WATER TANK
EXISTING
WATER LINE
EXISTING WATER
LINE
SEWER
LATERAL
SEWER LATERAL
(EXTEND ACROSS
DRIVEWAY)
SBWRD
MH #2-3-14-009
SBWRD
MH #2-3-14-010
SBWRD
MH #2-3-14-011
SBWRD
MH #2-3-14-012
SBWRD
MH #2-3-14-013
SBWRD
MH #2-3-14-014
SBWRD
MH #2-3-14-015
SBWRD
MH #2-3-13-028
SBWRD
MH #2-3-13-029
SBWRD
MH #2-3-13-030
SBWRD
MH #2-3-13-031
SBWRD
MH #2-3-13-032
SBWRD
MH #2-3-13-033
S
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3
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2
SHE
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3
0
5
PROPOSED 10" PVC
WATER LINE
HOT TAP
EXISTING WATER LINE
PROPOSED AIR/VAC
PROPOSED
2" WATER SERVICE
PROPOSED
FIRE HYDRANT
INDEX PLAN
C201
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SHEET NUMBER:
SHEET TITLE:
PROJECT NO:
ISSUE:
REVISIONS:
DRAWN BY:
REVIEW BY:
DESIGN BY:
OCTOBER 2, 2018
KJM
BRC
CWPC-PH3D
CD
DATE:
TH
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kristian@mulholland-development.com
P.O. BOX 680925
PARK CITY, UTAH 84068
435.901.2940 (c)
10/02/18
0 60 LOT 120 240 360
1"=120'NORTH
LOT 144
LOT 142 LOT 147
LOT 143
LOT 145
LOT 148
LOT 149
LOT 150
LOT 125
PIPE DREAM
M
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D
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A
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DA
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B
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L
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DA
W
N
PARCEL A
CLOUD DINE
BUILDING
LOT 146A
LOT 146B
PHASE 3D
PARCEL A
PHASE 3C
EXISTING
8" PVC SEWER MAIN LINE
EXISTING
8" HDPE SEWER MAIN LINE
EXISTING 8" HDPE
SEWER LINE
EXISTING SBWRD
CLEAN-OUT #2-3-14-004 EXISTING
8" HDPE SEWER
MAIN LINE
EXISTING
WATER TANK
EXISTING
WATER LINES
EXISTING WATER
LINE
EXISTING
SEWER
LATERAL
EXISTING
SEWER
LATERAL
EXISTING SBWRD
MH (TYPICAL)
PROPOSED
DREAM PEAK
SKIER BRIDGE
PHASE 4C
LOWER WEST
MONITOR
SUBDIVISIONPROPOSED
GUARD RAIL
STA 5+00 - 20+00
PROPOSED
10" PVC C900 DR 25
WATERLINE
HOT TAP THE
EXISTING
10" WATER LINE
10" GV
PROPOSED
FIRE HYDRANT
PROPOSED AIR/VAC
PROPOSED
2" WATER SERVICE
0 60 LOT 120 240 360
1"=120'NORTH
MASTER GRADING
AND WATER PLAN
C202
2,550 LF
SILT FENCE
STABILIZED
CONSTRUCTION
ENTRANCE
SBWRD MAIN LINE
EASEMENT
EXISTING SD CULVERT
SBWRD ACCESS
EASEMENT
MATERIAL STORAGE,
DUMPSTER
& STAGING AREA
MATERIAL STORAGE
& STAGING AREA
PORTABLE
TOILET T
PARKING
STRAW WATTLE INSTALLATION DETAIL
MATERIAL STORAGE
& STAGING AREA
*
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SHEET NUMBER:
SHEET TITLE:
PROJECT NO:
ISSUE:
REVISIONS:
DRAWN BY:
REVIEW BY:
DESIGN BY:
OCTOBER 2, 2018
KJM
BRC
CWPC-PH3D
CD
DATE:
TH
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kristian@mulholland-development.com
P.O. BOX 680925
PARK CITY, UTAH 84068
435.901.2940 (c)
10/02/18
PROPOSED WATER LINE
EXISTING SEWER MAIN LINE
EXISTING SSMH
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
LEGEND
SBWRD ACCESS
5
W1-11, 24X24
5
W1-11, 24X24
110 LF
SILT FENCE
L.O.D.
L.O.D.
STANDARD
DETAILS
C501
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SHEET NUMBER:
SHEET TITLE:
PROJECT NO:
ISSUE:
REVISIONS:
DRAWN BY:
REVIEW BY:
DESIGN BY:
MAY 16, 2018
KJM
BRC
CWPC-PH3D
CD
DATE:
TH
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kristian@mulholland-development.com
P.O. BOX 680925
PARK CITY, UTAH 84068
435.901.2940 (c)
05/16/18
STRAW WATTLE INSTALLATION DETAIL
PLAN VIEW
SECTION VIEW
RIP-RAP CULVERT PROTECTION
Slope Mix = 1.25 Acres/Bag
COLONY NATIVE GRASS MIXTURE
Slender Wheatgrass
Perennial Ryegrass
Western Wheatgrass
SheepFescue
Lewis Blue Flax
California Poppy
Bluebunch Wheatgrass
Other Crop
Inert Matter
Weed Seed
23.88%
23.40%
20.97%
9.48%
8.00%
7.52%
3.35%
0.01%
3.07%
0.33%
% pure
SEED MIX FROM GRANITE SEED COMPANY
1697 W. 2100 N.
LEHI, UT 84043
801.768.4422
SEED MIX NO: 105044
ROADWAY FILL SLOPE RE-VEGETATION
SPECIFICATIONS
ROAD DITCH DETAIL
RIP-RAP ARMORED CHANNEL
FILTER FABRIC
MIRAFI 140N - 6" BEYOND RIP-RAP
SLOPE
<=6%
>6%
ARMOR
REVEGETATION OF DITCH
RIP-RAP DITCH
GRADATION
ROCK SIZE
6"
4"
2"
% PASSING
70 - 100
35 - 70
2 - 10
THICKNESS = 9"
2'DEFINED FLOW LINE
CONSOLIDATED RIPRAP
FREE OF ANY IRREGULAR
SURFACE PROTRUSIONS
OVER 3 INCHES HIGH.
STANDARD SHARED DRIVEWAY SECTION
SHOULDER
2' @ 4h:1v
20' Travelway
EXISTING FILL SLOPE
DRIVEWAY SECTIONS
SHOULDER
2' @ 4h:1v
ROADSIDE DITCHES
SHALL BE ARMORED
AS PER DITCH
ARMORING TABLE.
2:1 C
U
T
S
L
O
P
E
CUT SLOPE DESIGN IS DEPENDENT
UPON THE SITE CONDITIONS,
EXPOSED BEDROCK CUT SLOPE TO
2:1 CUT SLOPE.
REFER TO IGES REPORT
DREAM PEAK ROADWAY
DECEMBER 14, 2017
ROAD SECTION
5" HMA / 9" UTBC
SECONDARY ACCESS ROAD SECTION
SHOULDER
2' @ 4h:1v
16' Travelway
EXISTING FILL SLOPE SHOULDER
2' @ 4h:1v
ROADSIDE DITCHES
SHALL BE ARMORED
AS PER DITCH
ARMORING TABLE.
2:1 C
U
T
S
L
O
P
E
CUT SLOPE DESIGN IS DEPENDENT
UPON THE SITE CONDITIONS,
EXPOSED BEDROCK CUT SLOPE TO
2:1 CUT SLOPE.
REFER TO IGES REPORT
DREAM PEAK ROADWAY
DECEMBER 14, 2017
ROAD SECTION
6" UTBC
STANDARD
DETAILS
C504
*
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SHEET NUMBER:
SHEET TITLE:
PROJECT NO:
ISSUE:
REVISIONS:
DRAWN BY:
REVIEW BY:
DESIGN BY:
MARCH 30, 2018
KJM
BRC
CWPC-PH3D
CD
DATE:
TH
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24
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PA
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C
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8
4
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6
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kristian@mulholland-development.com
P.O. BOX 680925
PARK CITY, UTAH 84068
435.901.2940 (c)
03/30/18
GUARD RAIL, BLOCK AND POST SPECIFICATIONS