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GEC Permit Application 2 Effective 01/12/2021
AREA OF DISTURBANCE: Land disturbing activities include excavation and piles for structures, roadways, septic systems, water lines, utility trenches, cut and fill slopes, stockpiles, building material storage area, etc. A plan level GEC is required for any land disturbance proposed in conjunction with impervious coverage on 41% or more of a site.
Identify the percent of site covered by impervious surfaces.
Below, identify the area of disturbance in each slope interval:
Existing Slope of Area Area to be Disturbed
(sf) Thresholds
Exempt Statement Plan
TOTAL DISTURBANCE See below If disturbing at least 12,000 sf but less than 1 acre.
If disturbing 1 acre or more.
5% or less If disturbing less than 12,000 sf.
If disturbing at least 12,000 sf but less than 1 acre.
If disturbing 1 acre or more.
More than 5% up to 15%
If disturbing less than 1,000 sf.
If disturbing at least 1,000 sf but less than 1 acre.
If disturbing 1 acre or more.
More than 15% No exemption. If disturbing 3,000 sf or less. If disturbing more than 3,000 square feet.
NOTICE: For permits that require a plan-level GEC permit, a pre-application conference is mandatory prior to submitting the GEC application. When requested, a financial surety is required; the applicant shall be responsible for providing a cost estimate for the work requiring the surety. I certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this work will be complied with whether specified herein or not. The granting of this permit does not give authority to violate or cancel the provisions of any state or local law regulating grading or the performance thereof.
Signature of Applicant Date
Print Name Title
For Office Use Only
Planning Sufficiency declared by: Date:
Planning Review conducted by : Date:
Questions about GEC Permit Applications, design plans and any supporting documents should be directed to the Planning
Department (307-733-3959) or Engineering Department (307-733-3317).
DocuSign Envelope ID: 3149CE03-D840-452C-AFD7-393BDEB47FDB
Christopher Swann
390,744
35%
02/19/2021
Managing Member
GEC Permit Application 3 Effective 01/12/2021
1. One set of complete GEC drawings scaled on 11” x 17” paper.
2. One PDF set of scaled drawings and GEC application with all other attachments emailed to [email protected](no larger than 25MB)
3. Letter of Authorization if the applicant is other than the property owner.
4. A copy of the Warranty Deed or Contract of Sale.
5. A fee due at the time of submittal – Public Works Fee Schedule
6. Site Development schedule - month and year of project initiation to completion of re-vegetation.
7. Proposed grading plan to include:
- existing contours- proposed contours- extent of disturbance- stockpile location(s)
8. Re-vegetation details for all disturbed areas to include:- types and approximate location of vegetation to be used- seeding or planting and stabilization techniques to be followed
- source and method of irrigation, if necessary
9. Erosion control plan to include:- drawing and specifications illustrating the type and location of required erosion control measures
(silt fences, straw bales, detention basins, duff berms, etc.)
- direction of runoff throughout the construction area and the re-contoured area
10. Weed & Pest language to include:- references to Wyoming Seed Law and Wyoming Nursery Stock Law- invasive Species Management Plan
11. Ponds/Water features. Ponds and water features with a pump system are required to pay a fee of$150 per horsepower per the Energy Mitigation Program.
12. Retaining wall (LDRs 5.72.-B.4)- must be certified by a Licensed Wyoming Professional Engineer
13. Work in Live Waterbodies ($50/day during work in water or discharge)
Applicant Check All GEC applications shall include the following: Planning Check
In addition to all the above items, plan-level applications shall include the following: 14. Drawings prepared and stamped by a Wyoming-registered professional engineer or landscape
architect.15. Existing conditions site plan to include:
- Site boundaries and contiguous lands- Watercourses – lakes, streams, wetlands, ditches, etc.- Floodplains- Landslide or bedrock slum (talus and/or avalanche slopes- Predominant soil types – location and identification- Vegetation cover – location and species- Stormwater drainage and/or natural drainage patterns (locations and dimensions)- Utilities and other structures – buildings and paved areas
- Site topographic map
16. Plan of final site conditions showing the site changes at the same scale as the existing conditions site
plan.
17. Site Construction Plans- Land disturbing activities-locations and dimensions- Temporary topsoil/dirt stockpile-location and dimensions- Plans and sections of grading features- Engineering technique to minimize adverse effect of geologic or flood conditions- Site storm water management and erosion control measures- Starting and completion date of land disturbances/land development activity- Maintenance of site erosion control measures
- Geotechnical report on slopes in excess of 30%
SUBMITTAL REQUIREMENTS: Please fill out the left side of this checklist. Staff will review this for Sufficiency. Reference LDR 5.7 & 8.3.4 for questions regarding this application.
DocuSign Envelope ID: 3149CE03-D840-452C-AFD7-393BDEB47FDB
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February 23, 2021 Hamilton Smith Principal Planner Teton County Planning Department 210 South Willow Street Jackson, WY 83001 RE: Submittal for Revision #1 to Grading and Erosion Control Permit (GEC2019‐0102) for Phase 3 & 4 at Lots 1‐
20, The Lodge Cabin Townhomes at Snake River Canyon Ranch Resort(SRCRR), Plat No. 1409 Dear Hamilton, Between approval of GEC 2019‐0102 and now, there have been several changes that have come to light during the building permit submittal process for Phase 3 & 4 of SRCRR. One was that the fire turnarounds were removed. The Fire Marshall approved this removal thus reducing the complexity of the site since all the units are now specified with sprinklers. Ted Van Holland approved just this change as a “minor deviation” from his department during our surety reduction process. However, his direction was that all other changes that were revealed during the building permit process needed to be approved in a formal revision the permit. These changes detailed in this revision and all subsequent revisions here forward were not possible to completely understand during the DEV process or original submittal of the grading. They were revealed via technical review each unit in fine detail (< 1 ft grading, etc.) to ensure all the uses and aesthetics are addressed appropriately on each unit. This submittal represents Revision #1 which contains the south leg of units, specifically Lodge Cabins 208, 209, 210, 211, 212, 213, 214, 215, 216 (aka lots 8‐16). Revision #2 will contain all changes around the Lodge (Phase 4) and Revision #3 will contain the remaining Lodge Cabins on the north leg, specifically Lodge Cabins 201, 202, 203, 204, 205, 206, 207, 217, 218. Both will be submitted subsequent Revision #1. With this letter you will find:
GEC Application
Quitclaim Deed, General Warranty Deed, and Assignment of Rents
Jorgensen Associates, Inc. Revision #1 GEC Drawings for Snake River Canyon Ranch Resort Phases 3 & 4
Jorgensen Associates, Inc. Check for $350 Please contact me with any questions, concerns, or if you require additional information to process the request. Sincerely, Brendan Schulte Senior Project Manager JORGENSEN ASSOCIATES, INC.
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GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
LODGE - PHASE 4
EDGE OF PHASE
3 AND 4 LOTS
W
A
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N
R
O
A
D
LE
A
D
ER
LA
N
E
C
A
D
D
I
S
C
O
U
R
T
PROPERTY
BOUNDARY
CABIN (TYPICAL)
NATIONAL FOREST
SHREIAR FAMILY TRUST
SNAKE RIVER BEND
RANCH, LLC
PHASE TWO
5 FT SETBACK
LIMITS OF DISTURBANCE
AVALANCHE RED ZONE
AVALANCHE RED ZONE
AVALANCHE BLUE ZONE
AVALANCHE BLUE ZONE
BOULDER
RETAINING WALL
(TYPICAL)
P
H
3
S
.
A
C
C
E
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S
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PH
3 L
OT
S 13-14
AC
CE
SS
R
D
NOTES:
LODGE - PHASE 4 GRADING NOT A
PART OF THIS REVISION.
NET FILL OF +3875 CY ON PERMIT
GEC 2019-0102 INCREASED +3120 CY
TO NET FILL +6995 CY THIS REVISION.
1
1
1
ENGINEER, SURVEYOR, AND
LAND PLANNER
Jorgensen Associates, Inc.
1315 S. Highway 89, #201
P.O. Box 9550
Jackson, WY 83002-9550
(307) 733-5150
OWNER
SRSC Lots, LLC
3060 Peachtree RD NW
STE 1080
Atlanta, GA 30305-2251
(307) 201-2560
INDEX OF SHEETS
Sheet
No.
Sheet Title
C3.0
TITLE, SHEET INDEX & REVISION OVERVIEW
C3.3 PHASE 3 SOUTH GRADING
C3.5 SOUTH ACCESS ROAD
C3.7 SOUTH STORM SEWER
C3.8 GRADING DETAILS
C3.9 GRADING DETAILS
C3.10 GRADING DETAILS
C3.11 GRADING DETAILS
SNAKE RIVER CANYON RANCH RESORT
PHASES 3 & 4
GRADING AND EROSION CONTROL
PERMIT NO. GEC 2019-0102
REVISION 1
LOTS 1-6 SNAKE RIVER SPORTING CLUB, PLAT NO. 1165
LOCATED WITHIN
NE
1
4
SECTION 8,
T38N, R116W, 6TH P.M.
TETON COUNTY, WYOMING
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REVIEWED BY:
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Ve
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15040.24
C3.3
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GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
EDGE OF PHASE
3 AND 4 LOTS
W
A
G
O
N
R
O
A
D
C
A
D
D
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C
O
U
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T
EDGE OF PHASE
3 AND 4 LOTS
AVALANCHE RED ZONE
CABIN (TYPICAL)
NATIONAL FOREST
SHREIAR FAMILY TRUST
SRS CLUB, LLC
PHASE TWO
STORM WATER
DETENTION AREA
(8000 CF PROVIDED)
5 FT SETBACK
LIMITS OF DISTURBANCE
AVALANCHE RED ZONE
AVALANCHE BLUE ZONE
5 FT SETBACK
APPROXIMATELY 650 LF
SILT FENCE ALONG
WESTERN LIMITS OF
DISTURBANCE
P
H
3
S
.
A
C
C
E
S
S
R
D
R20.0'
R20.0'
R20.0'
PUTTING GREEN
(TEMPORARY TOPSOIL STORAGE AREA)
STRAW WATTLE TO BE PLACED
ON EITHER SIDE OF ACCESS IN
DRAINAGE DITCHES ALONG
WAGON ROAD
LIMITS OF DISTURBANCE
CMP CULVERT (TYPICAL)
SEE STORM SEWER
DESIGN FOR SIZE
AND TYPE
BOULDER
RETAINING WALL
MAX HEIGHT 10'
(TYPICAL)
BOULDER
RETAINING WALL
MAX HEIGHT 4'
(TYPICAL)
CONCRETE
AVALANCHE
WALL
CONCRETE
RETAINING
WALL
(TYPICAL)
AVALANCHE BLUE ZONE
LODGE- PHASE 4
NOT A PART OF THIS
REVISION
LINE TABLE
LINE #
L6
L7
L8
L9
BEGIN STA.
0+00
1+05
1+79
0+00
END STA.
0+44
1+65
2+57
0+24
LENGTH
44.00
60.18
78.58
23.68
DIRECTION
S83° 01' 52"E
S51° 29' 43"E
S88° 02' 40"E
N42° 08' 30"E
ALIGNMENT NAME
PH3 SOUTH ACCESS RD REV
PH3 SOUTH ACCESS RD REV
PH3 SOUTH ACCESS RD REV
PH 3 LOTS 13-14 ACCESS RD
CURVE TABLE
CURVE #
C5
C6
C7
C8
C9
C10
C11
C12
PC
0+44
0+66
1+65
2+57
3+11
0+24
0+64
0+79
PT
0+66
1+05
1+79
3+11
3+19
0+64
0+79
1+38
RADIUS
111
110
26
112
12
101
101
100
LENGTH
22.15
38.72
13.83
53.45
8.01
40.16
15.51
58.20
DELTA ANGLE
011° 32' 18"
020° 10' 06"
030° 52' 05"
027° 28' 38"
040° 26' 49"
023° 00' 27"
008° 53' 04"
033° 20' 39"
ALIGNMENT NAME
PH3 SOUTH ACCESS RD REV
PH3 SOUTH ACCESS RD REV
PH3 SOUTH ACCESS RD REV
PH3 SOUTH ACCESS RD REV
PH3 SOUTH ACCESS RD REV
PH 3 LOTS 13-14 ACCESS RD
PH 3 LOTS 13-14 ACCESS RD
PH 3 LOTS 13-14 ACCESS RD
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6
0
5
8
6
5
5
8
7
0
5
8
7
5
5
8
8
5
5
8
8
0
5
8
5
5
5
8
8
0
0
+
0
0
0
+
5
0
1+
00
1+
50
2
+
0
0
2
+
5
0
3
+
0
0
3
+
1
9
0+00
0
+
5
0
1
+
0
0
1+38
L
6
L7
L
8
C
5
C
6
C
7
L9
C
1
0
C
1
1
C
1
2
±5856.0
5
8
8
0
5
8
7
0
C
8
C9
5870
5
8
6
0
5
8
5
5
=PROFILE=
PH3 SOUTH ACCESS RD REV
SCALE: HORIZONTAL. 1"=20'
VERTICAL 1"=4'
5846
5850
5860
5870
5880
5846
5850
5860
5870
5880
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+19
2.2
7%
9
.
7
9
%
8
.
8
4
%
3
.3
4
%
PVI STA:1+58.32
PVI ELEV:5856.22
K:23.43
LVC:176.27
BV
CS
: 0
+7
0.1
9
BV
CE
: 5
85
4.2
1
EV
CS
: 2
+4
6.4
5
EV
CE
: 5
86
4.8
5
=PROFILE=
PH 3 LOTS 13-14 ACCESS RD
SCALE: HORIZONTAL. 1"=20'
VERTICAL 1"=4'
5850
5860
5870
5880
5850
5860
5870
5880
0+00 0+50 1+00 1+38
1
0
.
3
3
%
1
3
.
2
0
%
1
5
.
0
0
%
PVI STA:0+57.51
PVI ELEV:5865.86
K:3.17
LVC:20.10
BV
CS
: 0
+4
7.4
6
BV
CE
: 5
86
4.5
3
EV
CS
: 0
+6
7.5
5
EV
CE
: 5
86
6.5
5
PVI STA:0+18.93
PVI ELEV:5860.76
K:7.83
LVC:22.49
BV
CS
: 0
+0
7.6
9
BV
CE
: 5
85
9.6
0
EV
CS
: 0
+3
0.1
8
EV
CE
: 5
86
2.2
5
PVI STA:0+74.77
PVI ELEV:5867.04
K:2.05
LVC:14.43
BV
CS
: 0
+6
7.5
5
BV
CE
: 5
86
6.5
5
EV
CS
: 0
+8
1.9
8
EV
CE
: 5
86
8.0
4
LO
T #
13
C
L
ST
A 0
+6
4 L
T 1
0'
LO
T #
8 C
L
ST
A 0
+6
6 R
T 3
6'
LO
T #
9 C
L
ST
A 1
+3
1 R
T 4
4'
LO
T #
15
C
L
ST
A 1
+7
2 L
T 2
4'
LO
T #
10
C
L
ST
A 1
+9
6 R
T 4
1'
LO
T #
11
C
L
ST
A 2
+4
1 R
T 4
5'
LO
T #
16
C
L
ST
A 2
+4
1 L
T 1
0'
LO
T #
12
C
L
ST
A 3
+1
9 R
T 3
0'
EXISTING GROUND
FINISHED GRADE
EXISTING GROUND
FINISHED GRADE
Plotted by P
Yantzi on F
eb 23, 2021 - 12:24pm
PROJECT NUMBER
SHEET
H:\2015\15040 - S
RS
C\24 - R
esort Z
one P
hase 3 &
4\C
AD
\C
ON
ST
RU
CT
IO
N\15040.24_C
3.0-3.5 G
RA
DIN
G.dw
g
SH
EE
T T
IT
LE
:P
RO
JE
CT
T
IT
LE
:
DATE
www.jorgeng.com
REVIEWED BY:
DRAFTED BY:
PLAN VERSION
Ve
r. 1
8.0
JACKSON, WYOMING
307.733.5150
15040.24
C3.5
SN
AK
E R
IV
ER
S
PO
RT
IN
G C
LU
B
PH
AS
ES
3 A
ND
4 O
F A
RE
A III
PH
AS
E 3 C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
TE
TO
N C
OU
NT
Y, W
YO
MN
G
SO
UT
H A
CC
ES
S R
OA
D
PY
BB
GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
P
H
3
S
.
A
C
C
E
S
S
R
D
R
E
V
EDGE OF ASPHALT
PAVEMENT
(TYPICAL)
LIMITS OF
DISTURBANCE
DRIVEWAY (TYP.)
SLOPED MIN. 2%
BACK TO ROADWAY
10.0'
12.0'
10.0'
12.0'
15.0'
10.0'
16.0'
10.0'
15.0'
12.0'
12.0'
10.0'
16.0'
21.5'
21.5'
12.0'
10.0'
12.0'
10.0'
12.0'
12.0'
20.0'
30.0'
10.0'
17.0'
19.0'
4.0'
4.0'
12.0'
12.0'
20.0'
R10.0'
R20.0'
R20.0'
PH. 3 LOTS 13-14
ACCESS RD.
20' WIDE CROWNED
ROAD (TYPICAL)
LODGE - PHASE 4
NOT A PART OF
THIS REVISION
5
8
8
5
5
8
9
0
5
8
9
5
5860
5865
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5
8
9
0
5895
2
.0
%
3
.0
%
2.03%
1
.0
%
2
.0
%
3
.0
%
2.03%
1
.0
%
0
+
0
0
0
+
5
0
1
+
0
0
1
+
5
0
2+
00
2+
50
3
+
0
0
3
+
5
0
4
+
0
0
4
+
3
7
1
+
5
3
0+00
0+
50
1
+
0
0
1
+
5
0
STA 0+00
SOUTH STORM MAIN 1
INVERT = 5849.01'
STA 0+80
30" INLET
30"Ø CATCH BASIN
STA 1+23
30" INLET
30"Ø CATCH BASIN
STA 1+63
30" INLET
30"Ø CATCH BASIN
STA 2+00 SOUTH STORM 1
STA 0+00 SOUTH STORM 2
30" INLET
48"Ø CATCH BASIN
STA 2+64
30" INLET
30"Ø CATCH BASIN
STA 4+37
30" INLET
30"Ø CATCH BASIN
STA 3+65
30" INLET
30"Ø CATCH BASIN
STA 3+16
30" INLET
30"Ø CATCH BASIN
STA 0+40 STORM 2
30" INLET
30"Ø CATCH BASIN
STA 0+87 STORM 2
30" INLET
30"Ø CATCH BASIN
STA 1+53 STORM 2
30" INLET
30"Ø CATCH BASIN
=PIPE PROFILE=
SOUTH STORM MAIN 1
SCALE: HORIZONTAL. 1"=30'
VERTICAL 1"=6'
5840
5842
5844
5846
5848
5850
5852
5854
5856
5858
5860
5862
5864
5866
5868
5870
5872
5874
5876
5878
5880
5840
5842
5844
5846
5848
5850
5852
5854
5856
5858
5860
5862
5864
5866
5868
5870
5872
5874
5876
5878
5880
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50
=PIPE PROFILE=
SOUTH STORM MAIN 2
SCALE: HORIZONTAL. 1"=30'
VERTICAL 1"=6'
5840
5842
5844
5846
5848
5850
5852
5854
5856
5858
5860
5862
5864
5866
5868
5870
5872
5874
5876
5878
5880
5840
5842
5844
5846
5848
5850
5852
5854
5856
5858
5860
5862
5864
5866
5868
5870
5872
5874
5876
5878
5880
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75
EXISTING
GROUND
EXISTING
GROUND
FINISHED GRADE
FINISHED
GRADE
IN
V IN
: 5
85
0.7
0' 1
2"
IN
V IN
: 5
85
0.7
0' 1
2" M
AIN
1
IN
V O
UT
: 5
85
0.6
0' 1
8" M
AIN
1
ST
A 0
+0
0 S
OU
TH
M
AIN
1
C
ON
NE
CT
IO
N
RIM
: 5
85
3.8
9'
IN
V O
UT
(N
W): 5
85
1.5
1' 1
2"
IN
V IN
(S
): 5
85
1.6
1' 1
2"
IN
V IN
(N
E): 5
85
2.6
1' 1
2"
ST
A 0
+4
0
RIM
: 5
85
4.2
8'
IN
V O
UT
: 5
85
5.2
6' 1
2"
IN
V IN
: 5
85
5.3
6' 1
2"
ST
A 0
+8
7
RIM
: 5
85
8.7
6'
IN
V O
UT
: 5
86
1.3
8' 1
2"
ST
A 1
+5
3
RIM
: 5
86
4.8
8'
38LF, 12" HDPE PIPE
S=2.1%
46LF, 12" HDPE PIPE
S=8.2%
66LF, 12" HDPE PIPE
S=9.4%
IN
V O
UT
: 5
84
8.9
4' 1
8"
IN
V IN
: 5
84
8.9
4' 1
8"
ST
A 1
+2
3
RIM
: 5
85
2.5
3'
IN
V O
UT
: 5
84
9.5
9' 1
8"
IN
V IN
: 5
84
9.5
9' 1
8"
ST
A 1
+6
3
RIM
: 5
85
2.3
1'
IN
V O
UT
: 5
85
0.6
0' 1
8"
IN
V IN
: 5
85
0.7
0' 1
2"
IN
V IN
: 5
85
0.7
0' 1
2" M
AIN
2
ST
A 2
+0
0 S
OU
TH
M
AIN
2
C
ON
NE
CT
IO
N
RIM
: 5
85
3.8
9'
IN
V O
UT
: 5
85
3.4
8' 1
2"
IN
V IN
: 5
85
3.5
8' 1
2"
ST
A 2
+6
4
RIM
: 5
85
6.9
8'
IN
V O
UT
: 5
85
7.1
9' 1
2"
IN
V IN
: 5
85
7.2
8' 1
2"
ST
A 3
+1
6
RIM
: 5
86
0.6
9'
IN
V O
UT
: 5
86
1.2
5' 1
2"
IN
V IN
: 5
86
1.3
5' 1
2"
ST
A 3
+6
5
RIM
: 5
86
4.7
5'
IN
V O
UT
: 5
86
7.8
4' 1
2"
ST
A 4
+3
7
RIM
: 5
87
0.9
7'
37LF, 18" HDPE PIPE
S=1.8%
35LF, 18" HDPE PIPE
S=2.9%
62LF, 12" HDPE PIPE
S=4.5%
52LF, 12" HDPE PIPE
S=7.3%
46LF, 12" HDPE PIPE
S=8.7%
IN
V O
UT
: 5
84
8.7
8' 1
8"
IN
V IN
: 5
84
8.7
8' 1
8"
ST
A 0
+8
0
RIM
: 5
85
2.0
0'
6" S
EW
ER
M
AIN
IN
V: 5
85
5.1
4'
ST
A 3
+5
5
8" W
AT
ER
M
AIN
IN
V: 5
84
6.2
4'
ST
A 0
+2
2
SE
WE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 1
+0
3
WA
TE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 1
+0
8
SE
WE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 1
+4
6
WA
TE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 1
+9
3
SE
WE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 2
+0
9
WA
TE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 2
+6
1
SE
WE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 2
+7
6
WA
TE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 3
+2
1
SE
WE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 3
+3
1
WA
TE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 3
+7
0
SE
WE
R S
ER
VIC
E
VE
RIF
Y D
EP
TH
ST
A 3
+8
1
79LF, 18" HDPE PIPE
S=0.4%
41LF, 18" HDPE PIPE
S=0.4%
70LF, 12" HDPE PIPE
S=10.8%
6" S
EW
ER
M
AIN
IN
V: 5
84
5.5
5'
ST
A 1
+1
5
6" S
EW
ER
M
AIN
IN
V: 5
84
7.5
4'
ST
A 0
+0
6
Plotted by P
Yantzi on F
eb 23, 2021 - 12:25pm
PROJECT NUMBER
SHEET
H:\2015\15040 - S
RS
C\24 - R
esort Z
one P
hase 3 &
4\C
AD
\C
ON
ST
RU
CT
IO
N\15040.24_C
3.6-3.7 S
TO
RM
S
EW
ER
.dw
g
SH
EE
T T
IT
LE
:P
RO
JE
CT
T
IT
LE
:
DATE
www.jorgeng.com
REVIEWED BY:
DRAFTED BY:
PLAN VERSION
Ve
r. 1
8.0
JACKSON, WYOMING
307.733.5150
15040.24
C3.7
SN
AK
E R
IV
ER
S
PO
RT
IN
G C
LU
B
PH
AS
ES
3 A
ND
4 O
F A
RE
A III
PH
AS
E 3 C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
TE
TO
N C
OU
NT
Y, W
YO
MN
G
SO
UT
H S
TO
RM
S
EW
ER
PY
BB
GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
EDGE OF PHASE 3 AND 4
LOTS
W
A
G
O
N
R
O
A
D
EDGE OF PHASE 3 AND 4 LOTS
CABIN (TYPICAL)
NATIONAL FOREST
SRS CLUB, LLC
LODGE - PHASE 4
NOT A PART OF
THIS REVISION
34 LF 21"X15"
ARCHED CMP
INV. IN: 5850.45'
INV. OUT: 5849.33'
STORM WATER
DETENTION AREA
(8000 CF PROVIDED)
PUTTING
GREEN
LIMITS OF DISTURBANCE
5 FT SETBACK
STA 3+81
SEWER SERVICE CROSSING
VERIFY DEPTH
STA 3+70
WATER SERVICE CROSSING
VERIFY DEPTH
STA 3+58
6" SEWER MAIN CROSSING
VERIFY DEPTH
STA 3+31
SEWER SERVICE CROSSING
VERIFY DEPTH
STA 3+21
WATER SERVICE CROSSING
VERIFY DEPTH
STA 2+76
SEWER SERVICE CROSSING
VERIFY DEPTH
STA 1+15
6" SEWER MAIN CROSSING
VERIFY DEPTH
STA 2+61
WATER SERVICE CROSSING
VERIFY DEPTH
STA 2+09
SEWER SERVICE CROSSING
VERIFY DEPTH
STA 1+93
WATER SERVICE CROSSING
VERIFY DEPTH
STA 1+46
SEWER SERVICE CROSSING
VERIFY DEPTH
STA 1+08 STORM 2
WATER SERVICE CROSSING
VERIFY DEPTH
STA 1+03 STORM 2
SEWER SERVICE CROSSING
VERIFY DEPTH
STA 0+22 STORM 2
8" WATER MAIN CROSSING
VERIFY DEPTH
STA 0+06 STORM 2
6" SEWER MAIN CROSSING
VERIFY DEPTH
VEGETATED GRASS OR
ROCK LINING IN DRAINAGE
INTERCEPTOR DITCHES
(TYPICAL)
STA 0+20
2" FORCE MAIN CROSSING
(PHASE 4) VERIFY DEPTH
FLOW ARROW
(TYPICAL)
60 LF 21"X15"
ARCHED CMP
INV. IN: 5857.66'
INV. OUT: 5857.30'
NOTES:
1. STORM SEWER PIPING TO BE N-12 SMOOTH
CORE HDPE. SIZE ACCORDING TO PLANS.
2. USE PIPE DEFLECTION TO ACCOUNT FOR
MINOR DEVIATIONS FROM ALIGNMENT.
LOT 13
LOT 15
LOT 16
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 14
17 LF 12" CMP
INV IN: 5868.32'
INV OUT: 5868.00'
MIN. 2% SLOPE
32LF 18" CMP
IE IN: 5864.25'
IE OUT: 5863.61'
30"Ø INLET WITH 30" Ø
CATCH BASIN
RIM: 5855.70'
INV OUT: 5853.70' 12"
110 LF 12" N-12 HDPE
36"
48"
72"
FRONT VIEW
1 1/4" x 1 1/4" x 48"
HARDWOOD STAKES
ATTACHED TO SILT FENCE
AT 6' O.C.
MANUFACTURED SILT
FENCE, 100 LF ROLL WITH
STAKES ATTACHED
2"
10' MIN. TO TOE OF SLOPE
26"
22"
4"
EXISTING GRADE
1 1/4" x 1 1/4" x 48"
HARDWOOD STAKES
ATTACHED TO SILT FENCE
AT 6' O.C.
MANUFACTURED SILT
FENCE, 100 LF ROLL
WITH STAKES ATTACHED
24"
8"
BACKFILL EXCAVATED
MATERIAL OVER FABRIC
SIDE VIEW
NOT TO SCALE
MANUFACTURED SILT FENCE DETAIL
18", TYP
PLACE STAKES AT ENDS,
BREAK IN GRADE AND EVERY 18"
STAKE AND ENTRENCH
(3" MIN.) STRAW WADDLE
COMPACT SOIL TO
PREVENT PIPING
2"x2"x3" WOOD
STAKE
6" MIN
DIRECTION OF FLOW
FRONT VIEW
SECTION VIEW
NOTE
1. WATTLES LOCATED IN AREAS WHERE RUNOFF IS COLLECTED BEFORE LEAVING THE
SITE. AREAS SHOWN ON THE PLANS MAY BE ADJUSTED BY ENGINEER TO LOCATE
EROSION PROTECTION IN AREAS OF MAXIMUM BENEFIT. WHERE SPACE ALLOWS,
PLACE WATTLES IN TWO ROWS SPACED 5' APART.
NOT TO SCALE
STRAW WATTLE BARRIER
USE TYPE 'A' BACKFILL
AT ALL TRAVELED AREAS
TOP SOIL
BACKSLOPE TO
CONFORM TO O.S.H.A.
REGULATIONS
TYPE 1 EXCAVATION
TYPE I PIPE BEDDING
MATERIAL
2" RIGID INSULATION ABOVE PIPE
PER SITE PLAN
(TYPE A INSULATION)
TYPE 2 PIPE BEDDING
REQUIRED FOR SOFT OR
UNSTABLE FOUNDATION
SUBGRADE
VERTICAL TRENCH WALLS
WITH SHORING TO CONFORM
TO O.S.H.A. REGULATIONS
TYPE 2 EXCAVATION
MINIMUM OF 6"
TYPE "A" OR "B"
TRENCH
BACKFILL. TYPE
"A' BACKFILL
SHALL BE
COMPACTED TO
95% OF
STANDARD
PROCTOR
(AASHTO T-99)
TRENCH WIDTH
PIPE DIA.
6"
6"
NOT TO SCALE
TYPICAL TRENCH DETAIL
(4")
3
4
" CRUSHED BASE
GRADING H
3" ASPHALT
12' DRIVEWAY
2%
CROWN
2%
CROWN
2
:
1
12" SUB-BASE
PITRUN (6" MINUS)
TOP
SOIL
F
I
L
L
S
L
O
P
E
T
O
P
S
O
I
L
C
U
T
S
L
O
P
E
NOT TO SCALE
DRIVEWAY SECTION DETAIL
2
:
1
(4")
3
4
" CRUSHED BASE
GRADING H OR W
3" ASPHALT
20' ROAD
2%
CROWN
2%
CROWN
T
O
P
S
O
I
L
C
U
T
S
L
O
P
E
2
:
1
12" SUB-BASE
PITRUN (6" MINUS OR OTHER
APPROVED ROADWAY SECTION)
NOT TO SCALE
ROAD SECTION DETAIL
2'-6"
T
O
P
S
O
I
L
C
U
T
S
L
O
P
E
2
:
1
2'-6"
NOT TO SCALE
PARKING LOT SECTION DETAIL
3" ASPHALT
(4")
3
4
" CRUSHED BASE
GRADING H OR W
12" SUB-BASE
PITRUN (6" MINUS OR OTHER
APPROVED ROADWAY SECTION)
2.0'
MIN.
1.5'
S
L
O
P
E
2
:1
M
A
X
2.0% MINIMUM
CMP (SIZE PER PLANS)
CMP (SIZE PER PLANS)
2.0'
MIN.
2.0'
MIN.
CLASS 1 RIPRAP SPLASH PAD
EDGE OF ROAD
ROAD
4"
4"
MINIMUM 12"
IF LESS THAN 12"
CONSULT ENGINEER
COMPACTED 1" MINUS PIPE BEDDING
COMPACT TO 95% MODIFIED PROCTOR
MAXIMUM 12" LIFTS
SIDE VIEW
PLAN VIEW
TRENCH CROSS SECTION
NOT TO SCALE
CULVERT DETAIL
PLAN
ELEVATION
STRAW BALE BARRIER
1. STRAW BALE LAYOUT MUST BE PRE-APPROVED BY THE ENGINEER.
NOTE
NOT MORE THAN 6"
EXPOSURE
BALES TO BE APPROX. 18"
SQUARE x 36" LG, STRAW TO
BE LAID W/ WIRE OR TWINE
NOT IN CONTACT WITH SOIL.
BALES MUST BE TIGHTLY
ABUTTED W/ NO GAPS
2" x 2" x 36" WOOD OR 36" #4
REBAR STAKES, 2 PER BALE
BALES TO BE TRENCHED
INTO NATIVE SOIL A
MINIMUM OF 3"
GROUND LINE
3" EMBEDMENT
BALES PLACED
ACROSS JOINTS IN
BOTTOM OF DITCH
STUFF WITH STRAW
TIE DOWN STAKES 3' MIN
BALES TO BE TRENCHED
INTO NATIVE SOIL A
MINIMUM OF 3"
NOT TO SCALE
STRAW BALE SEDIMENT FILTER DETAIL
FLOW
FLOW
VARIES
V
A
R
IA
B
L
E
V
A
R
IA
B
L
E
ROCK LINED INTERCEPTOR DITCH DETAIL
4" MIN. DEPTH OF 3"Ø OR
GREATER ROCK EXTENDING
HALFWAY UP DITCH SLOPE
1' DEPTH
NOTE:
WHERE DRAINAGE DITCH FALLS ALONG SLOPES LESS THAN 10%,
VEGETATED GRASS MAY BE USED.
NOT TO SCALE SLOPES > 10%
VARIES
VARIES
NATIVE SOIL
Plotted by P
Yantzi on F
eb 23, 2021 - 12:25pm
PROJECT NUMBER
SHEET
H:\2015\15040 - S
RS
C\24 - R
esort Z
one P
hase 3 &
4\C
AD
\C
ON
ST
RU
CT
IO
N\15040.24_C
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:
DATE
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REVIEWED BY:
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C3.8
SN
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4 O
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PY
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GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
NOT TO SCALE
TWO WAY ACCESSIBLE SIDEWALK RAMP DETAIL
NOTE
1. SIDEWALK SLOPE PER PLAN: DO NOT EXCEED 5.0% LONGITUDINAL SLOPE
2. SIDEWALK CROSS SLOPE PER PLAN: DO NOT EXCEED 2.0% CROSS SLOPE
3. RAMP CROSS SLOPE: DO NOT EXCEED 2.0% CROSS SLOPE
4. RAMP SLOPE: DO NOT EXCEED 8.3% LONGITUDINAL SLOPE
5. LANDING SLOPE: DO NOT EXCEED 2.0% SLOPE IN EITHER DIRECTION
6"
3
5
4
COLORED DETECTABLE
WARNING PANEL
CURB PER PLAN
RAMP
SIDEWALK
PER PLAN
6"
SIDEWALK
WIDTH
PER PLAN
CURB PER PLAN
CURB PER PLAN
COLORED DETECTABLE
WARNING PANEL
SIDEWALK
PER PLAN
RAMP
LANDING FLUSH WITH ROADWAY
BOTTOM OF RAMP
FLUSH WITH ROADWAY
LANDING
5
5
4
3
1
2 3
41
2
RAMP
SIDEWALK
PER PLAN
LANDING
RAMP
SIDEWALK
PER PLAN
CURB PER PLAN
CURB TAPER
CURB TAPER
5
1
2
3
4
2
1
ISOMETRIC VIEW
PLAN VIEW
RAMP PARALLEL TO ROAD
NOTE
1. CURBS SHALL CONFORM TO SPECIFICATION 32 16 13, EXCEPT THAT PORTLAND CEMENT CONCRETE SHALL BE
FIBERMESH-REINFORCED CLASS 4000 CONCRETE CONFORMING WITH SPECIFICATION 32 13 13.
2. AGGREGATE BASE COURSE SHALL BE SIX INCH MINIMUM THICKNESS, CONFORM TO SPECIFICATION 31 05 16, PART 2.03,
GRADING H, AND BE INSTALLED PER SPECIFICATION 32 11 23, PART 3.03.
3. REMOVAL AND REPLACEMENT OF CURB SHALL TAKE PLACE IN FULL PANELS.
4. VERTICAL CURB SHALL BE USED IN PREFERENCE TO ROLL CURB.
5"
6"
6"
1"
12"
2" RADIUS
3
4
"
SLOPE
1
4
" PER FOOT
CURB CUT
6" MINIMUM AGGREGATE
BASE COURSE
24"
3"
6"
4"
1"
10"
3" RADIUS
3
4
"
SLOPE
1
4
" PER FOOT
6" MINIMUM AGGREGATE
BASE COURSE
24"
4" RADIUS
6"
3
4
"
SLOPE
1
4
" PER FOOT
6" MINIMUM AGGREGATE
BASE COURSE
12"
7
1
2
"
3
4
"
24"
1"
6" MINIMUM AGGREGATE
BASE COURSE
ROLL CURB
RIBBON CURB
VERTICAL CURB
2' WIDE VALLEY GUTTER
NOT TO SCALE
CURB SECTION DETAIL
NOT TO SCALE
ACCESSIBLE SIDEWALK RAMP DETAIL
NOTE
1. SIDEWALK SLOPE PER PLAN: DO NOT EXCEED 5.0% LONGITUDINAL SLOPE
2. SIDEWALK CROSS SLOPE PER PLAN: DO NOT EXCEED 2.0% CROSS SLOPE
3. RAMP CROSS SLOPE: DO NOT EXCEED 2.0% CROSS SLOPE
4. RAMP SLOPE: DO NOT EXCEED 8.3% LONGITUDINAL SLOPE
5. LANDING SLOPE: DO NOT EXCEED 2.0% SLOPE IN EITHER DIRECTION
2
COLORED DETECTABLE
WARNING PANEL
FULL WIDTH OF LANDING
1
4
5
3
2
3
5
4
1
2
1
4
3
5
5
3
4
1
2
SIDEWALK WIDTH
PER PLAN
LEVEL LANDING
5.0' (MINIMUM)
SIDEWALK RADIUS PER PLAN
CURB RADIUS PER PLAN
REQUIRED
LANDING
CURB HEIGHT
6" MAXIMUM
RAMP FLARE
LANDING FLUSH WITH ASPHALTCOLORED DETECTABLE
WARNING PANEL
FULL WIDTH OF LANDING
ISOMETRIC VIEW
PLAN VIEW
RAMP ON CORNER
PLAN
SECTION A
SECTION B
NOT TO SCALE
CURB INLET DETAIL
30" PRECAST CATCH BASIN
GUTTER FLOWLINE
CURB INLET
CURB CAST IN FIELD OVER INLET
TOP OF CURB
CATCH BASIN HEAD OLDCASTLE PRECAST
OR APPROVED EQUAL30" CATCH BASIN WITH FLOOR
GRADE RINGS AS NEEDED
4'
3' 3'1' 1'
6"
BACK OF CURB
TYPICAL CURB
AND GUTTER
WIDENED CONCRETE CURB
CURB INLET, FRAME AND GRATE
STREET
PAVEMENT
B
AA
B
WIDENED CONCRETE CURB
FINISHED GRADE ABOVE CURB
3-FLANGE GUTTER INLET FRAME
NEENAH FOUNDRY R-3589 OR APPROVED EQUAL
(2)
1
2
X8 HEADED STUD WELDED TO BOTTOM OF FRAME
WIDENED GUTTER SECTION
STREET PAVEMENT
L3x2
1
2
x
1
4
" ANGLE WITH
3)
1
2
x8 HEADED STUD ANCHOR
WELDED TO INSIDE OF ANGLE
TYPE L GUTTER INLET GRATE
NEENAH FOUNDRY R-3589 OR APPROVED EQUAL
CATCH BASIN HEAD OLDCASTLE PRECAST
OR APPROVED EQUAL30" CATCH BASIN WITH FLOOR
GRADE RINGS AS NEEDED
15" NO. 4 REBAR WITH 90° BEND
EPOXY 3" INTO CATCH BASIN HEAD
21" NO. 4 REBAR TIED TO HOOKED REBAR
ISOLATE FRAME WITH EXPANSION JOINT
NOT TO SCALE 30" PRECAST CATCH BASIN
AREA DRAIN DETAIL
GRADE RINGS AS REQUIRED
TO MATCH FINISHED GRADE
12" MAXIMUM
OLDCASTLE 30" CATCH BASIN
OR APPROVED EQUAL
STORM WATER INLET PIPE
2' MINIMUM
SUMP
4" MINIMUM COMPACTED GRAVEL
STORM WATER OUTLET PIPE 90° BEND FITTING ON OUTLET PIPE
CONCRETE GROUND SEAL
FOR ALL PIPE PENETRATIONS
6" MINIMUM
NOTE
1. GRAVEL SHALL BE 4" MINIMUM THICKNESS, CONFORM TO WPWSS SECTION 02190, PART2.03, GRADING H. AND BE INSTALLED
PER WPWSS SECTION 02231, PART 3.03
2. ALL DIMENSIONS TO BE APPROVED BY THE ENGINEER.
3. MANHOLE COVER SHALL BE DESIGNED FOR H20S LOADING.
4. SEE DETAIL FOR CURB INLET.
FINISHED GRADE PER PLAN
ROUNDED CONCRETE COLLAR
FRAME AND GRATE
D&L A-1055 FRAME WITH
C-1055 INLET GRATE
VARIES
V
A
R
IA
B
L
E
V
A
R
IA
B
L
E
DETENTION BASIN
COBBLE STONE
DRAINAGE
BASIN
2' SWALE
NOTE
STONEY ALLUVIUM FOR INFILTRATION EXISTS 3 FEET BELOW
EXISTING GRADE. EXCAVATE INTO STONEY MATERIAL PER SITE
PLAN.
NOT TO SCALE
VARIES
VARIES
NATIVE SOIL
Plotted by P
Yantzi on F
eb 23, 2021 - 12:25pm
PROJECT NUMBER
SHEET
H:\2015\15040 - S
RS
C\24 - R
esort Z
one P
hase 3 &
4\C
AD
\C
ON
ST
RU
CT
IO
N\15040.24_C
3.8-3.10 G
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DIN
G D
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AILS
.dw
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SH
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:P
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CT
T
IT
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:
DATE
www.jorgeng.com
REVIEWED BY:
DRAFTED BY:
PLAN VERSION
Ve
r. 1
8.0
JACKSON, WYOMING
307.733.5150
15040.24
C3.9
SN
AK
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PO
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IN
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LU
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3 A
ND
4 O
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PH
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PY
BB
GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
RE
TA
IN
ED
H
EIG
HT
EM
BE
DM
EN
T D
EP
TH
6x6 PRESSURE TREATED TIMBER
LAGGING WITH PRESSURE
TREATED 2x6 BLOCKING BETWEEN
COURSES TO ALLOW FOR
DRAINAGE THROUGH WALL FACE.
INSTALL NON-WOVEN
GEOTEXTILE AT BACK OF
TIMBER LAGGING TO
RETAIN SOIL AT BLOCKING.
WELD STEEL TAB AT
BOTTOM OF TIMBER
LAGGING TO PREVENT
SETTLEMENT OF TIMBERS.
3
1
DRIVEN H-PILE, ASTM
A572 Gr. 50, REFER TO
TABLE FOR SECTION
CALL-OUT AND SPACING
CUT TIMBER LAGGING
TO FOLLOW UPHILL
FINISH GRADE
INSTALL CAP TIMBER OVER
CUT ENDS OF LAGGING
FIELD TREAT CUT ENDS
OF LAGGING WITH
COPPER NAPHTHENATE
INSTALL TWO LAG SCREWS
PER LAGGING TIMBER WHEN
CUT FACE IS LONGER THAN 15"
3
4
"Øx16" LAG SCREWS
INTO EACH TIMBER
LAGGING BOARD TO
SECURE CUT END
TIMBER LAGGING
TO BE INSTALLED
LEVEL
INSTALL 2x PRESSURE TREATED
BLOCKING 18" LONG AT EACH
LAGGING COURSE TO PROVIDE
DRAINAGE PATH FOR WATER
BEHIND WALL FACE. SECURE
BLOCKING TO LAGGING WITH 3
ROWS OF (3) 12d NAILS
DRIVEN PILE SPACING DRIVEN PILE SPACING
DRIVEN PILE/TIMBER LAGGING RETAINING WALL
RETAINED HEIGHT PILE SIZE PILE SPACING EMBEDMENT DEPTH NOTES
0'-0" TO 4'-0" HP10x42 8'-0" 20'-0" MINIMUM DO NOT SPLICE PILES
4'-0" TO 8'-0"HP12x63 6'-0" 32'-0" MINIMUM
DO NOT SPLICE PILES
8'-0" TO 11'-0"HP12x74 4'-0" 29'-0" MINIMUM
DO NOT SPLICE PILES
MAXIMUM SLOPE
BEHIND WALL
SCALE: 1/2" = 1'-0"
PILE AND TIMBER RETAINING WALL DETAILS
3" M
IN
.
CO
VE
R
2" M
IN
.
CO
VE
R
1'-0
"2
'-0
" M
IN
IM
UM
4'-0
" M
AX
IM
UM
RE
TA
IN
ED
H
EIG
HT
6" M
IN
.
8"
2" MIN.
COVER
3:1 MAXIMUM SLOPE
BEHIND WALL
1'-6"
6'-0"
#5 REBAR @ 16"o.c. FOR
TOP AND BOTTOM MATS
#5 REBAR @ 12"o.c.
#5 REBAR @ 12"o.c., BEND
BARS AND EXTEND INTO
WALL REINFORCING
#5 REBAR @ 16"o.c.
#5 REBAR @ 12"o.c.
6'-0
" M
AX
IM
UM
W
AL
L H
EIG
HT
SCALE: 1/2" = 1'-0" FOR WALLS UP TO 4FT EXPOSED
RETAINING WALL DETAIL
2" PVC WEEP HOLE
AT 8' ON CENTER
TIED TO PERFOATED
DRAIN BEHIND WALL
FOR DRAINAGE
10"
3:1 MAXIMUM SLOPE
BEHIND WALL
3" M
IN
.
CO
VE
R
2" M
IN
.
CO
VE
R
1'-2"
2'-0" M
IN
.
8'-0" M
AX
IM
UM
RE
TA
IN
ED
H
EIG
HT
2'-0"
2'-0"
#6 REBAR @ 16"o.c. FOR
TOP AND BOTTOM MATS
#6 REBAR @ 12"o.c.
#6 REBAR @ 8"o.c.,
BEND BARS AND
EXTEND INTO WALL
REINFORCING
10'-0" M
AX
IM
UM
W
ALL H
EIG
HT
1'-0" 4'-0"
7'-0"
4'-0" T
O C
HA
NG
E
IN
B
AR
S
PA
CIN
G
#6 REBAR @ 8"o.c.
#5 REBAR @ 16"o.c. TIED TO #6
BARS WITH 2'-0" LAP DISTANCE
#5 REBAR @ 16"o.c.
1'-4"
#6 REBAR @ 12"o.c.
EACH DIRECTION
1'-0"
3:1 MAXIMUM SLOPE
BEHIND WALL
3" M
IN
.
CO
VE
R
2" M
IN
.
CO
VE
R
1'-2"
2'-0" M
IN
.
12'-0" M
AX
IM
UM
RE
TA
IN
ED
H
EIG
HT
3'-3"
3'-3"
#6 REBAR @ 16"o.c. FOR
TOP AND BOTTOM MATS
#7 REBAR @ 10"o.c.
#7 REBAR @ 4"o.c.,
BEND BARS AND
EXTEND INTO WALL
REINFORCING
14'-0" M
AX
IM
UM
W
ALL H
EIG
HT
1'-0" 6'-3"
10'-6"
4'-0" T
O C
HA
NG
E
IN
B
AR
S
PA
CIN
G
#7 REBAR @ 4"o.c.
#7 REBAR @ 12"o.c. TIED TO #7
BARS WITH 3'-6" LAP DISTANCE
#5 REBAR @ 12"o.c.
3'-0"
#6 REBAR @ 6"o.c.
#6 REBAR @ 12"o.c.
2" MIN.
COVER
2" MIN.
COVER
6" M
IN
.
6" M
IN
.
SCALE: 3/8" = 1'-0" FOR WALLS UP TO 8FT EXPOSED
RETAINING WALL DETAIL
SCALE: 3/8" = 1'-0" FOR WALLS UP TO 12FT EXPOSED
RETAINING WALL DETAIL
2" PVC WEEP HOLE
AT 8' ON CENTER
TIED TO PERFOATED
DRAIN BEHIND WALL
FOR DRAINAGE
2" PVC WEEP HOLE
AT 8' ON CENTER
TIED TO PERFOATED
DRAIN BEHIND WALL
FOR DRAINAGE
20°
EQ
.E
Q.
4
1
10
'-0
" M
AX
H
EIG
HT
4'-0"
20°
4'-0" AVERAGE DIAMETER
STACKED BOULDERS
SCALE:
1
2
"=1'-0"
BOULDER RETAINING WALL
MAX SLOPE
FOR 10'-0"
LEVEL GRADE BELOW
WALL FOR 4'-0" BEFORE
SLOPING DOWN
4" Ø PERFORATED
DRAIN TILE
- DRAIN TO
DAYLIGHT
12" MIN.
3
8
" - 1
1
2
" WASHED
GRAVEL DRAINAGE
LAYER
-ENCAPSULATE IN
MIRAFI 180N OR
APPROVED EQUAL
DISTURBED
EARTH
UNDISTURBED
EARTH
3
8
" - 1
1
2
" WASHED GRAVEL
DRAINAGE LAYER
-ENCAPSULATE IN MIRAFI
180N OR APPROVED EQUAL
24" MIN.
36" - 48" MIN.
4' MAXIMUM
COIR FABRIC INSTALLED PER
MANUFACTURER'S
INSTRUCTIONS. ANCHOR
BEHIND ROCKERY
12" MIN.
EMBEDMENT
NOT TO SCALE
BOULDER SITE WALL - MAX HEIGHT 4'
Plotted by P
Yantzi on F
eb 23, 2021 - 12:25pm
PROJECT NUMBER
SHEET
H:\2015\15040 - S
RS
C\24 - R
esort Z
one P
hase 3 &
4\C
AD
\C
ON
ST
RU
CT
IO
N\15040.24_C
3.8-3.10 G
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DIN
G D
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AILS
.dw
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SH
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:P
RO
JE
CT
T
IT
LE
:
DATE
www.jorgeng.com
REVIEWED BY:
DRAFTED BY:
PLAN VERSION
Ve
r. 1
8.0
JACKSON, WYOMING
307.733.5150
15040.24
C3.10
SN
AK
E R
IV
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S
PO
RT
IN
G C
LU
B
PH
AS
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3 A
ND
4 O
F A
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PH
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EN
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G
GR
AD
IN
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ET
AILS
PY
BB
GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
NOTE:
AVALANCHE WALL DESIGN PENDING
COORDINATION WITH WILBUR ENGINEERING, INC.
REGARDING SPECIFIC DESIGN LOADS.
1
1
E
X
I
S
T
I
N
G
R
O
A
D
O
R
S
I
D
E
W
A
L
K
D
R
I
V
E
W
A
Y
A
P
P
R
O
A
C
H
25' RADIUS MINIMUM
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
10' MINIMUM
AS REQUIRED
50' MINIMUM MAY BE REDUCED
FOR SITES WITH LESS THAN
ONE ACRE OF EXPOSED SOIL
6" MINIMUM
GEOTEXTILE
SEE NOTE 1
EXISTING ROADWAY
EXISTING SIDEWALK
DRIVEWAY APPROACH
(WHERE OCCURS)
5.0' MINIMUM
CRUSHED ROCK
3" NOMINAL SIZE
OR APPROVED EQUAL
GEOTEXTILE
SEE NOTE 1
NOTE
1. PLACE CONSTRUCTION GEOTEXTILE FOR SOIL STABILIZATION UNDER THE CRUSHED ROCK FROM THE EDGE OF THE
EXISTING ROADWAY OR SIDEWALK TO THE RADIUS RETURNS.
2. ENTRANCE SHALL BE REMOVED AND RECONSTRUCTED AS REQUIRED TO PREVENT EXCESS TRACKING OF
MATERIALS INTO RIGHT-OF-WAY.
CONSTRUCTION ENTRANCE SECTION
CONSTRUCTION ENTRANCE ISOMETRIC VIEW
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE DETAIL
Plotted by P
Yantzi on F
eb 23, 2021 - 12:25pm
PROJECT NUMBER
SHEET
H:\2015\15040 - S
RS
C\24 - R
esort Z
one P
hase 3 &
4\C
AD
\C
ON
ST
RU
CT
IO
N\15040.24_C
3.8-3.10 G
RA
DIN
G D
ET
AILS
.dw
g
SH
EE
T T
IT
LE
:P
RO
JE
CT
T
IT
LE
:
DATE
www.jorgeng.com
REVIEWED BY:
DRAFTED BY:
PLAN VERSION
Ve
r. 1
8.0
JACKSON, WYOMING
307.733.5150
15040.24
C3.11
SN
AK
E R
IV
ER
S
PO
RT
IN
G C
LU
B
PH
AS
ES
3 A
ND
4 O
F A
RE
A III
PH
AS
E 3 C
ON
ST
RU
CT
IO
N D
OC
UM
EN
TS
TE
TO
N C
OU
NT
Y, W
YO
MN
G
GR
AD
IN
G D
ET
AILS
PY
BB
GEC PERMIT 01/20/2020
GEC PERMIT REV1 02/18/2021
