HomeMy WebLinkAboutPLAT Rev. (2) 3.10.22 - 21-00958 - Yellowstone Resort (Rexburg 32) - RPRXBCA0014217 - Plat1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
COVER SHEET
YELLOWSTONE RESORT
REXBURG, IDAHO
1
C
.
1
.
0
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REVISIONSREV No.SHEET No.DATE OF REVDESCRIPTION##
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CITY OF REXBURG 2ND CITY SUBMITTAL01/27/2022PLAN SETCITY OF REXBURG 3RD CITY SUBMITTAL03/07/2022PLAN SET
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1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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L
I
M
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N
A
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Y
N
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T
F
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C
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N
S
T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
GENERAL NOTES
YELLOWSTONE RESORT
REXBURG, IDAHO
2
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.
1
.
1
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1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURGENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS,CITY OF IDAHO FALLSENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2018). CITY OF IDAHO FALLS PUBLIC WOR
K
S
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2018), AND IDAHO STANDARDS FOR P
U
B
L
I
C
WORKS CONSTRUCTION(ISPWC, 2017).2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOS
E
D
O
F
A
T
AN APPROVED LOCATION.3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STAN
D
A
R
D
S
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS
A
R
E
AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CIT
Y
O
F
REXBURG STANDARDS.5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGN
A
T
E
D
T
O
BE REMOVED.7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH G
R
A
D
E
B
Y
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTR
U
C
T
I
O
N
.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS
F
I
L
E
D
.
10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THECONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPR
O
V
A
L
A
L
L
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THEPROPOSED CHANGES.11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DU
S
T
ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER A
C
T
.
12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS.13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ON
L
Y
.
T
H
E
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMM
E
N
C
I
N
G
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY
H
I
S
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTI
O
N
A
R
E
A
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLI
A
N
C
E
WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AR
O
U
N
D
T
H
E
CONSTRUCTION AREA.16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION
P
L
A
N
S
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTH
E
R
UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGNENGINEER.17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, ASREQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CL
E
A
R
I
N
G
AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, B
R
U
S
H
,
UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THEFOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DI
S
P
O
S
E
D
OF OFF SITE.18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAY
S
P
R
I
O
R
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHI
N
T
H
E
GEOTECHNICAL REPORT.20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCI
P
L
I
N
E
S
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERALCONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXT
R
A
COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/ORSUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE
S
A
N
D
CITY STANDARDS.22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLSGREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTE
D
W
I
T
H
I
N
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'
S
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N
A
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
LEGEND
YELLOWSTONE RESORT
REXBURG, IDAHO
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REV #DATE
DRAWING INFO
DATE
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DRAWN
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IF THIS BAR DOES NOT
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CITY REVIEW SET
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REV #DATE
DRAWING INFO
DATE
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DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
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CITY REVIEW SET
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(208) 522-1223
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REV #DATE
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DRAWN
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CITY REVIEW SET
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2194 Snake River Parkway, Suite 205
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REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE SITE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
7
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE GRADING PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
8
C
.
4
.
1
L
E
G
E
N
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T
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C
:
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WWWW SS SS SSS SSSSSSSSSSSW WSSMH-14RIM: 4847.36INV IN: 4841.16 8" (W)INV IN: 4841.26 8" (S)INV OUT: 4841.16 8" (N)SSMH-8RIM: 4847.48INV IN: 4840.35 8" (NE)INV IN: 4840.35 8" (S)INV OUT: 4840.25 8" (W)SSMH-15RIM: 4847.59INV IN: 4841.55 8" (S)INV IN: 4841.45 8" (E)INV OUT: 4841.45 8" (N)SSMH-9RIM: 4847.41INV OUT: 4840.55 8" (SW)51LF OF 8" S.D. @ 0.40%47LF OF 8" S.D. @ 0.40%202LF OF 8" S.D. @ 0.40%1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE UTILITY & DRAINAGE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
9
C
.
4
.
2
H
O
R
R
O
C
K
S
E
N
G
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363636444445373954535456 5656575846464646SHEET C.5.753 566 LF OF 8" WATERMAIN LINE 69 LF OF 6" WATERSERVICE LINE56434543 484845°'40 45°'
0
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PC (RT) STA = 1+57.94
CL ELEV = 4847.73
PC (LT) STA = 1+46.19
CL ELEV = 4847.77
END OF PAVEMENT STA = 2+07.94
CL ELEV = 4847.17
LIP STA = 0+78.44
CL ELEV = 4846.84
SAWCUT STA = 0+56.63CL ELEV = 4847.32
BACKBONE 4 STA = 1+88.19
CL ELEV = 4847.39
1
+
0
0
4847.12
4845.33
2
+
0
0
4847.26
4844.65
3
+
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0
1
+
0
0
2
+
0
0
3
+
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STA: 0+33.22 (-31.34, L)EX SSMH-1RIM: 4847.00INV IN: 4838.05 - 8" (SW)INV IN: 4838.05 - 10" (E)60.0
5
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"
S
.
S
.
@
0
.
4
0
%
STA: 0+87.67 (-6.02, L)
SSMH-1
RIM: 4846.97
INV IN: 4838.39 - 8" (S)
INV OUT: 4838.29 - 8" (NE)
↕
8
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STA: 1+81.95 (-5.84, L)
SSMH-2
RIM: 4847.33
INV IN: 4838.87 - 8" (W)
INV OUT: 4838.77 - 8" (N)
↕
8
.
5
6
'
(
S
S
)
STA: 0+39.688" CONNECTION TO EX. MAIN
STA: 1+94.19
8" WATER TEE
1
1
5
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8
"
W
A
T
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R
M
A
I
N
STA: 0+44.168" GATE VALVE STA = 0+39.71T.O.W. = 4841.88
STA = 0+79.82
T.O.W. = 4840.54
STA = 1+47.24
T.O.W. = 4840.78
STA = 1+94.22
T.O.W. = 4840.94
40.1' OF 8"
W
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EP: 2+59.34
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EP: 2+59.34
T
B
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:
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:
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TYP 2
8
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26'
30'
8"
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4847
4847
4847
Elevation482048304840 4850 4860 4870 -1+00-1+00 Elevation482048304840 4850 4860 4870 -1+00
4
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1
A
2
A
3
A
4
A
5
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6
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7
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8
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9
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1
1
A
1
2
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1
3
A
1
4
A
1
5
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1
6
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1
7
A
1
8
A
1
9
A
2
0
B
1
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2
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3
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4
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5
B
6
B
7
B
8
B
9
B
1
0
B
1
1
B
1
2
B
1
3
B
1
4
B
1
5
B
1
6
B
1
7
B
1
8
B
1
9
C
1
C
2
C
3
C
4
C
5
C
6
C
7
C
8
C
9
C
1
0
C
1
1
C
1
2
C
1
3
C
1
4
C
1
5
C
1
6
C
1
7
C
1
8
C
1
9
D
1
D
2
D
3
D
4
D
5
D
6
D
7
D
8
D
9
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1
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D
1
1
D
1
2
D
1
3
D
1
4
D
1
5
D
1
6
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1
7
D
1
8
D
1
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E
2
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3
E
4
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5
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6
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7
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8
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9
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1
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1
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E
1
2
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1
3
F
1
F
2
F
3
F
4
F
5
F
6
F
7
F
8
F
9
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1
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F
1
1
F
1
2
F
1
3
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1
4
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1
5
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1
6
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1
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1
8
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1
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2
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2
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2
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2
3
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2
4
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2
5
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2
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F
2
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2
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3
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3
1
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3
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3
3
F
3
4
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1
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2
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3
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4
G
5
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6
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7
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8
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9
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1
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1
2
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1
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1
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2
I
3
I
4
I
5
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6
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7
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8
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1
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2
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3
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4
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5
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6
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10 1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
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CHECKED
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#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 1.1
YELLOWSTONE RESORT
REXBURG, IDAHO
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SEWER KEYNOTESTIE INTO EXISTING SANITARY SEWER MANHOLEINSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISP
W
C
SD-506INSTALL 10" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)INSTALL 4" SANITARY SEWER SERVICE PER, PIPE SIZE AND SL
O
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E
PER PLANSINSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501AINSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLAN
S
FOR CONTINUATIONINSTALL 8" SANITARY SEWER PLUGTIE INTO EXISTING 10" SANITARY SEWER LINE 515253545556575859 C.8.0
6
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3
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1+00 4847.334845.142+00 4846.414844.94
3
+
0
0
4847.37
4844.70
4
+
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0
4846.37
4844.58
5
+
0
0
4845.37
4844.59
6
+
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0
-0.98%
1
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0
%
-
1
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1
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0
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-
0
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9
9
%
2.00%GRADE BREAK STA = 1+96.75CL ELEV = 4846.38
GRADE BREAK STA = 2+97.75
CL ELEV = 4847.39
GRADE BREAK STA = 3+98.75
CL ELEV = 4846.38
GRADE BREAK STA = 5+69.52
CL ELEV = 4844.69
BACKBONE 4 STA = 0+95.75CL ELEV = 4847.37
BACKBONE 7 STA = 2+97.75
CL ELEV = 4847.39
BACKBONE 6 STA = 1+96.75CL ELEV = 4846.38
BACKBONE 8 STA = 3+98.75
CL ELEV = 4846.38
EDGE OF PAVEMENT STA = 4+46.50
CL ELEV = 4845.90
1+002+00
3
+
0
0
4
+
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0
5
+
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0
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+
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1+00 4847.334845.142+00 4846.414844.94
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4
+
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4844.58
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STA: 0+89.75 (-5.00, L)SSMH-6RIM: 4847.27INV IN: 4838.74 - 10" (S)INV OUT: 4838.64 - 10" (E)
STA: 3+92.65 (-5.00, L)
SSMH-18
RIM: 4846.32
INV IN: 4839.92 - 8" (E)
INV IN: 4839.79 - 10" (S)
INV OUT: 4839.69 - 10" (N)
202.00' of 10" S.S. @ 0.28%
↕
7
.
9
7
'
(
S
S
)
STA: 2+91.75 (-5.00, L)
SSMH-10
RIM: 4847.27
INV IN: 4839.41 - 10" (S)
INV IN: 4839.58 - 8" (E)
INV OUT: 4839.31 - 10" (N)
↕
6
.
6
3
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(
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↕ 8.62' (SS)
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STA: 5+73.41 (-3.49, L)
SS PLUG-2
INV: 4840.30 - 10" (N)
STA: 1+01.758" WATER TEE 95.1' OF 8" WATER MAINSTA: 1+06.758" GATE VALVE
7
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A
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STA: 1+46.258" x 6" WATER TEE
STA: 3+03.75
8" WATER TEE
STA: 4+04.75
8" WATER TEE
STA: 5+70.33
8" GATE VALVE
STA: 5+73.33
8" PLUG
STA: 3+94.74
8" x 45° VERT. BEND
STA: 3+93.24
8" x 45° VERT. BEND
STA: 4+14.74
8" x 45° VERT. BEND
STA: 4+16.24
8" x 45° VERT. BEND
STA: 2+92.25
8" x 45° VERT. BEND
STA: 2+93.75
8" x 45° VERT. BEND
STA: 3+13.75
8" x 45° VERT. BEND
STA: 3+15.25
8" x 45° VERT. BEND
STA = 1+01.72T.O.W. = 4841.33STA = 1+96.75T.O.W. = 4840.38
S
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6' MIN.
6
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1.5' MIN.
95.5'
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STA: 3+18.25
8" GATE VALVE
2
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STA: 5+65.57
8" x 6" WATER TEE
74'SEWS E WS
S
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A1 A2pppmpm
6
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2
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1+002+00
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EP: 6+25.91
R3
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3
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2
4
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1
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21.9'pppmpm
4
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48454845 48454845
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30'20'15'10'16'R5'W W W W W W W
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12.9'
12'
TOC: 4846.22TOC: 4846.22
T
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TOC: 4846.51 TOC: 4846.68
T
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TOC: 4846.45
T
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:
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8
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TOC: 4846.48 TOC: 4847.20
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TBC: 4847.56 TBC: 4847.57TBC: 4847.24 TBC: 4847.69TOA:4846.60
T
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TOA:4846.81 SSMH-6
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FG 4847.26FG 4847.16FG 4847.23 TBC: 4847.05TBC: 4847.07FG 4847.36 TBC: 4847.12TOC: 4847.21 TBC: 4847.00R30'
4
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48474847 4847Elevation482048304840485048604870-1+00Elevation482048304840485048604870-1+00
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6
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 1.2
YELLOWSTONE RESORT
REXBURG, IDAHO
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
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11/19/2021
BACKBONE 2.1
YELLOWSTONE RESORT
REXBURG, IDAHO
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)INSTALL 4" THICK SIDEWALK, (WIDTH
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10+00 4848.794847.1511+00 4848.844847.2412+00 4848.754847.32
1
3
+
0
0
4848.81
4847.26
1
4
+
0
0
4848.87
4847.26
1
5
+
0
0
4847.68
4847.42
1
6
+
0
0
4847.31
1
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+
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4846.82
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4849.86
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GRADE BREAK STA = 9+64.18CL ELEV = 4848.97GRADE BREAK STA = 10+43.41CL ELEV = 4848.58GRADE BREAK STA = 11+34.85CL ELEV = 4849.01
GRADE BREAK STA = 12+45.82
CL ELEV = 4848.56
GRADE BREAK STA = 13+55.00
CL ELEV = 4849.07
GRADE BREAK STA = 14+32.38
CL ELEV = 4848.72
GRADE BREAK STA = 15+12.17
CL ELEV = 4847.49
STA = 11+54.94CL ELEV = 4848.93
STA = 12+44.94
CL ELEV = 4848.56
STA = 14+32.30
CL ELEV = 4848.72
10+0011+0012+00
1
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STA: 10+43.41 (1.50, R)SD INLET - ERIM: 4848.55INV OUT: 4844.55 - 12" (S)
STA: 12+45.82 (1.50, R)
SD INLET - F
RIM: 4848.53
INV OUT: 4844.51 - 12" (S)
STA: 10+43.41 (5.75, R)SDMH - ERIM: 4849.11INV IN: 4844.51 - 12" (N)INV OUT: 4844.41 - 12" (E)
STA: 12+45.82 (5.75, R)
SDMH - F
RIM: 4849.09
INV IN: 4844.42 - 12" (N)
INV OUT: 4844.39 - 12" (E)
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C
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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CHECKED
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#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
BACKBONE 2.2
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISP
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STA: 3+84.94 (-6.00, L)
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INV IN: 4838.74 - 10" (S)
INV OUT: 4838.64 - 10" (E)
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INV OUT: 4837.01 - 10" (N)
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STA: 4+68.13
4" SS SERVICE (RT)
STA: 5+11.56
4" SS SERVICE (RT)
STA: 5+48.96
4" SS SERVICE (RT)
STA: 5+78.22
4" SS SERVICE (RT)
STA: 6+31.81
4" SS SERVICE (RT)
STA: 6+70.21
4" SS SERVICE (RT)
STA: 7+10.63
4" SS SERVICE (RT)
STA: 7+54.55
4" SS SERVICE (RT)
STA: 7+90.44
4" SS SERVICE (RT)
STA: 8+24.78
4" SS SERVICE (RT)
STA: 8+78.06
4" SS SERVICE (RT)
STA: 9+18.48
4" SS SERVICE (RT)
STA: 4+27.69
4" SS SERVICE (RT)
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4" SS SERVICE (LT)
STA: 6+53.80
4" SS SERVICE (LT)
STA: 7+23.80
4" SS SERVICE (LT)
STA: 6+88.80
4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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4" SS SERVICE (LT)
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1" DOMESTIC SERVICE (LT)
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1" DOMESTIC SERVICE (LT)
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1" DOMESTIC SERVICE (LT)
STA: 6+95.30
1" DOMESTIC SERVICE (LT)
STA: 5+90.30
1" DOMESTIC SERVICE (LT)
STA: 6+25.30
1" DOMESTIC SERVICE (LT)
STA: 7+65.28
1" DOMESTIC SERVICE (LT)
STA: 8+00.28
1" DOMESTIC SERVICE (LT)
STA: 8+35.28
1" DOMESTIC SERVICE (LT)
STA: 8+70.28
1" DOMESTIC SERVICE (LT)
STA: 9+05.28
1" DOMESTIC SERVICE (LT)
STA: 4+34.19
1" DOMESTIC SERVICE (RT)
STA: 4+74.63
1" DOMESTIC SERVICE (RT)
STA: 5+18.06
1" DOMESTIC SERVICE (RT)
STA: 5+55.46
1" DOMESTIC SERVICE (RT)
STA: 5+95.88
1" DOMESTIC SERVICE (RT)
STA: 6+39.28
1" DOMESTIC SERVICE (RT)
STA: 6+76.71
1" DOMESTIC SERVICE (RT)
STA: 7+17.12
1" DOMESTIC SERVICE (RT)
STA: 7+69.28
1" DOMESTIC SERVICE (RT)
STA: 8+03.73
1" DOMESTIC SERVICE (RT)
STA: 8+44.14
1" DOMESTIC SERVICE (RT)
STA: 8+84.56
1" DOMESTIC SERVICE (RT)
STA: 6+46.43
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
BACKBONE 3.1
YELLOWSTONE RESORT
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLEPAVEMENT SECTION SUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEETC.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURBHEAD PER DETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PERPLANS)INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWCSD-709, 714, 714A, 714B UNLESS OTHERWISE NOTEDINSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWCSD-712 AND CITY OF REXBURG STANDARDSINSTALL CONCRETE PAVEMENT PER PCCP PAVEMENTSECTION PER TABLE SHEET C.8.0
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1" DOMESTIC SERVICE (LT)
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REVISIONS
REV #DATE
DRAWING INFO
DATE
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DRAWN
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IF THIS BAR DOES NOT
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CITY REVIEW SET
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#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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SEWER KEYNOTESTIE INTO EXISTING SANITARY SEWER MANHOLEINSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWCSD-506INSTALL 10" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)INSTALL 4" SANITARY SEWER SERVICE PER, PIPE SIZE AND SLOPEPER PLANSINSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501AINSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANSFOR CONTINUATIONINSTALL 8" SANITARY SEWER PLUGTIE INTO EXISTING 10" SANITARY SEWER LINE 515253545556575859
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TOC: 4846.69TOC: 4846.52 TOC: 4847.19TOC: 4846.15 TOC: 4847.19 TOC: 4846.22 TOC: 4846.22
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TOG 4846.67TOG 4846.62TOG 4846.58TOG 4846.54TOG 4846.50TOG 4846.45TOG 4847.01TOG 4847.04TOG 4847.07TOG 4847.09TOG 4847.12
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SSMH-10SSMH-18SSMH-19 8" S.S.
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8" S.S.10" S.S.12.9'12'24'26'11.8'12.6'
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234.50' of 8" S.S. @ 1.09%
↕
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STA: 8+53.94 (-6.00, L)
SSMH-12
RIM: 4847.39
INV OUT: 4843.18 - 8" (W)
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STA: 8+69.57 (-6.00, L)
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RIM: 4847.39
INV OUT: 4842.70 - 8" (E)
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STA: 12+53.94 (-6.00, L)
SSMH-14
RIM: 4847.36
INV IN: 4841.16 - 8" (W)
INV IN: 4841.26 - 8" (S)
INV OUT: 4841.16 - 8" (N)
↕ 5.24' (SS)STA: ??? (???, ???)SSMH-11RIM: 4847.38INV IN: 4842.24 - 8" (E)INV OUT: 4842.14 - 8" (W)234.50' of 8" S.S. @ 0.
4
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%
STA: 4+68.184" SS SERVICE (RT)STA: 5+08.594" SS SERVICE (RT)STA: 5+49.014" SS SERVICE (RT)STA: 5+89.424" SS SERVICE (RT)STA: 6+29.844" SS SERVICE (RT)STA: 6+70.264" SS SERVICE (RT)STA: 7+10.674" SS SERVICE (RT)STA: 7+51.094" SS SERVICE (RT)
STA: 7+91.50
4" SS SERVICE (RT)
STA: 8+37.69
4" SS SERVICE (RT)
STA: 8+78.11
4" SS SERVICE (RT)
STA: 9+18.52
4" SS SERVICE (RT)
STA: 9+58.94
4" SS SERVICE (RT)
STA: 9+99.36
4" SS SERVICE (RT)
STA: 10+39.77
4" SS SERVICE (RT)
STA: 10+80.19
4" SS SERVICE (RT)
STA: 11+20.60
4" SS SERVICE (RT)
STA: 11+61.04
4" SS SERVICE (RT)
STA: 4+72.184" SS SERVICE (LT)STA: 5+12.594" SS SERVICE (LT)STA: 5+53.014" SS SERVICE (LT)STA: 5+93.354" SS SERVICE (LT)STA: 6+33.764" SS SERVICE (LT)STA: 6+74.184" SS SERVICE (LT)STA: 7+14.674" SS SERVICE (LT)STA: 7+55.01
4" SS SERVICE (LT)
STA: 8+01.28
4" SS SERVICE (LT)
STA: 8+41.62
4" SS SERVICE (LT)
STA: 8+82.11
4" SS SERVICE (LT)
STA: 9+22.52
4" SS SERVICE (LT)
STA: 9+62.94
4" SS SERVICE (LT)
STA: 10+03.36
4" SS SERVICE (LT)
STA: 10+43.70
4" SS SERVICE (LT)
STA: 10+84.19
4" SS SERVICE (LT)
STA: 11+24.60
4" SS SERVICE (LT)
STA: 11+65.04
4" SS SERVICE (LT)
STA: 12+22.56
8" x 45° HORZ. BEND
STA: 12+41.94
8" x 45° HORZ. BEND
STA: 12+18.06
8" GATE VALVE
STA: 4+82.681" DOMESTIC SERVICE (RT)STA: 5+23.091" DOMESTIC SERVICE (RT)STA: 5+63.511" DOMESTIC SERVICE (RT)STA: 6+03.921" DOMESTIC SERVICE (RT)STA: 6+44.341" DOMESTIC SERVICE (RT)STA: 6+84.761" DOMESTIC SERVICE (RT)STA: 7+25.171" DOMESTIC SERVICE (RT)
STA: 7+65.59
1" DOMESTIC SERVICE (RT)
STA: 8+04.78
1" DOMESTIC SERVICE (RT)
STA: 8+52.19
1" DOMESTIC SERVICE (RT)
STA: 8+92.61
1" DOMESTIC SERVICE (RT)
STA: 9+33.02
1" DOMESTIC SERVICE (RT)
STA: 9+73.44
1" DOMESTIC SERVICE (RT)
STA: 10+13.86
1" DOMESTIC SERVICE (RT)
STA: 10+54.27
1" DOMESTIC SERVICE (RT)
STA: 10+94.69
1" DOMESTIC SERVICE (RT)
STA: 11+35.10
1" DOMESTIC SERVICE (RT)
STA: 11+75.55
1" DOMESTIC SERVICE (RT)
STA: 11+71.55
1" DOMESTIC SERVICE (LT)
STA: 11+31.10
1" DOMESTIC SERVICE (LT)
STA: 10+90.69
1" DOMESTIC SERVICE (LT)
STA: 10+50.20
1" DOMESTIC SERVICE (LT)
STA: 10+09.86
1" DOMESTIC SERVICE (LT)
STA: 9+69.44
1" DOMESTIC SERVICE (LT)
STA: 9+29.02
1" DOMESTIC SERVICE (LT)
STA: 8+88.61
1" DOMESTIC SERVICE (LT)
STA: 8+48.12
1" DOMESTIC SERVICE (LT)
STA: 8+07.78
1" DOMESTIC SERVICE (LT)
STA: 7+61.51
1" DOMESTIC SERVICE (LT)
STA: 7+21.171" DOMESTIC SERVICE (LT)STA: 6+80.681" DOMESTIC SERVICE (LT)STA: 6+40.261" DOMESTIC SERVICE (LT)STA: 5+99.851" DOMESTIC SERVICE (LT)STA: 5+59.511" DOMESTIC SERVICE (LT)STA: 5+19.091" DOMESTIC SERVICE (LT)STA: 4+78.681" DOMESTIC SERVICE (LT)8" WATER MAIN
8
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STA = 7+00.00T.O.W. = 4841.54
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5+00 4847.454844.866+00 4847.494845.087+00 4847.544845.15
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4847.52
4845.29
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4847.50
4845.55
1
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4847.49
4845.62
1
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4847.47
4845.68
1
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4845.73
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4845.94
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GRADE BREAK STA = 6+99.94CL ELEV = 4847.54
GRADE BREAK STA = 12+49.94
CL ELEV = 4847.44
GRADE BREAK STA = 13+30.16
CL ELEV = 4845.99
BACKBONE 3 STA = 12+49.94
CL ELEV = 4847.44
LIP OF GUTTER STA = 12+93.96
CL ELEV = 4846.56
BACKBONE 2 STA = 5+05.44CL ELEV = 4847.45Elevation4820483048404850 4860 4870 -1+00Elevation482048304840485048604870-1+00
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
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CHECKED
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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CJF
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11/19/2021
BACKBONE 4.1
YELLOWSTONE RESORT
REXBURG, IDAHO
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0
4849.56
4846.80
↕
4
.
5
4
'
(
S
S
)
STA: 6+13.04 (-17.49, L)
SSMH-17
RIM: 4849.43
INV OUT: 4844.89 - 8" (W)
2
4
7
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7
7
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STA: 3+74.27 (-6.00, L)
SSMH-16
RIM: 4848.60
INV IN: 4843.90 - 8" (E)
INV OUT: 4843.80 - 8" (W)
283.52' of 8" S.S.
@
0
.
8
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%
↕ 6.15' (SS)STA: 0+90.75 (-6.00, L)SSMH-15RIM: 4847.59INV IN: 4841.55 - 8" (S)INV IN: 4841.45 - 8" (E)INV OUT: 4841.45 - 8" (N)STA: 1+36.934" SS SERVICE (RT)STA: 1+73.984" SS SERVICE (RT)STA: 2+08.984" SS SERVICE (RT)
STA: 2+60.98
4" SS SERVICE (RT)
STA: 2+98.59
4" SS SERVICE (RT)
STA: 3+39.01
4" SS SERVICE (RT)
STA: 3+79.42
4" SS SERVICE (RT)
STA: 4+19.84
4" SS SERVICE (RT)
STA: 4+53.98
4" SS SERVICE (RT)
STA: 5+05.98
4" SS SERVICE (RT)
STA: 5+41.09
4" SS SERVICE (RT)
STA: 1+77.984" SS SERVICE (LT)STA: 2+12.984" SS SERVICE (LT)STA: 2+47.984" SS SERVICE (LT)
STA: 2+82.98
4" SS SERVICE (LT)
STA: 3+17.98
4" SS SERVICE (LT)
STA: 3+52.98
4" SS SERVICE (LT)
STA: 3+87.98
4" SS SERVICE (LT)
STA: 4+22.98
4" SS SERVICE (LT)
STA: 4+57.98
4" SS SERVICE (LT)
STA: 4+92.98
4" SS SERVICE (LT)
STA: 5+27.98
4" SS SERVICE (LT)
STA: 5+62.98
4" SS SERVICE (LT)
STA: 5+96.42
4" SS SERVICE (LT)
STA: 1+02.258" x 45° VERT. BENDSTA: 1+00.758" x 45° VERT. BENDSTA: 0+78.758" WATER TEESTA: 1+43.431" DOMESTIC SERVICE (RT)STA: 1+80.481" DOMESTIC SERVICE (RT)STA: 2+24.261" DOMESTIC SERVICE (RT)
STA: 2+67.48
1" DOMESTIC SERVICE (RT)
STA: 3+05.09
1" DOMESTIC SERVICE (RT)
STA: 3+45.51
1" DOMESTIC SERVICE (RT)
STA: 3+85.92
1" DOMESTIC SERVICE (RT)
STA: 4+26.34
1" DOMESTIC SERVICE (RT)
STA: 4+66.76
1" DOMESTIC SERVICE (RT)
STA: 5+12.48
1" DOMESTIC SERVICE (RT)
STA: 5+47.59
1" DOMESTIC SERVICE (RT)
STA: 6+05.98
1" DOMESTIC SERVICE (LT)
STA: 5+69.48
1" DOMESTIC SERVICE (LT)
STA: 5+34.48
1" DOMESTIC SERVICE (LT)
STA: 4+64.48
1" DOMESTIC SERVICE (LT)
STA: 4+29.48
1" DOMESTIC SERVICE (LT)
STA: 3+94.48
1" DOMESTIC SERVICE (LT)
STA: 3+59.48
1" DOMESTIC SERVICE (LT)
STA: 3+24.48
1" DOMESTIC SERVICE (LT)
STA: 2+89.48
1" DOMESTIC SERVICE (LT)
STA: 2+54.48
1" DOMESTIC SERVICE (LT)
STA: 2+19.481" DOMESTIC SERVICE (LT)STA: 1+84.481" DOMESTIC SERVICE (LT)
STA: 4+99.48
1" DOMESTIC SERVICE (LT)
STA: 6+19.05
8" x 90° HORZ. BEND
STA: 6+16.06
8" GATE VALVE
STA = 0+78.58T.O.W. = 4839.95 STA = 1+00.75T.O.W. = 4839.95STA = 1+02.25T.O.W. = 4841.48 STA = 1+50.00T.O.W. = 4840.91
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5
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9
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T.O.W. = 4843.63
8" WATER MAIN
8
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TOC: 4847.60 TOC: 4847.60 TOC: 4847.23TOC: 4847.61 TOC: 4847.23 TOC: 4846.98 TOC: 4846.85 TOC: 4846.84 TOC: 4846.75 TOC: 4846.75TOG 4847.13TOG 4847.13TOG 4847.40TOG 4
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TOC: 4847.47 TOC: 4847.48 TOC: 4847.35 TOC: 4847.3311.8'12.8'26'24'12'12.9'
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 4.2
YELLOWSTONE RESORT
REXBURG, IDAHO
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48464846
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4
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TBC: 4846.39 TBC: 4846.53TBC: 4846.04 TOC: 4846.19TOC: 4846.16TOC: 4846.05
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TOG 4845.7
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TOG 4845.76TOG 4845.82TOG 4845.88
T
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TOC: 4846.06 TOC: 4846.13 TOC: 4846.17 TOC: 4846.18 TOC: 4846.31 TOC: 4846.32TOC: 4846.21TOC: 4846.20 TOC: 4846.47 TOC: 4846.48TOC: 4846.35TOC: 4846.32TOC: 4846.31TOC: 4846.22TOC: 4846.19TOC: 4846.13TOC: 4846.12TOC: 4846.06TOC: 48
4
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TOC: 4846.26TOC: 4846.04 FG 4846.45FG 4846.49FG 4846.48 FG 4846.39TBC: 4846.54 TBC: 4846.06 TBC: 4846.04R43.5'R46'
S
S
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2
2
S
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1
SSMH-19SSMH-18SSMH-20SS PLUG-2
8
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8" S.S.8" S.S.
8
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S
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10" S.S.48464846
4
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1+002+003+00
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1+00 4846.474844.812+00 4846.314844.963+00 4846.144845.15
4
+
0
0
4846.05
4845.27
5
+
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4846.28
4845.50
6
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0
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4846.51
4845.71
7
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0
4846.74
4846.18
8
+
0
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4846.97
4845.78
9
+
0
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4847.20
4845.93
STA: 2+01.63 (1.03, R)SSMH-20RIM: 4846.29INV IN: 4840.95 - 8" (E)INV OUT: 4840.85 - 8" (NW)
3
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5
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@
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STA: ??? (???, ???)
SSMH-21
RIM: 4846.34
INV OUT: 4842.48 - 8" (W)
↕
3
.
8
6
'
(
S
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)
↕ 5.44' (SS)
↕
2
.
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'
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)
STA: 5+96.02 (-6.00, L)
SSMH-22
RIM: 4846.38
INV OUT: 4843.62 - 8" (E)
3
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STA: 2+22.194" SS SERVICE (RT)STA: 2+57.734" SS SERVICE (RT)STA: 2+92.734" SS SERVICE (RT)STA: 3+27.734" SS SERVICE (RT)STA: 3+56.024" SS SERVICE (RT)
STA: 3+96.41
4" SS SERVICE (RT)
STA: 4+24.20
4" SS SERVICE (RT)
STA: 4+64.62
4" SS SERVICE (RT)
STA: 5+02.73
4" SS SERVICE (RT)
STA: 5+37.73
4" SS SERVICE (RT)
STA: 5+74.08
4" SS SERVICE (RT)
STA: 6+77.73
4" SS SERVICE (RT)
STA: 7+47.73
4" SS SERVICE (RT)
STA: 7+82.73
4" SS SERVICE (RT)
STA: 8+17.73
4" SS SERVICE (RT)
STA: 8+57.04
4" SS SERVICE (RT)
STA: 8+87.73
4" SS SERVICE (RT)
STA: 9+14.47
4" SS SERVICE (RT)
STA: 3+59.02
4" SS SERVICE (LT)
STA: 3+99.41
4" SS SERVICE (LT)
STA: 4+39.85
4" SS SERVICE (LT)
STA: 4+80.24
4" SS SERVICE (LT)
STA: 5+20.69
4" SS SERVICE (LT)
STA: 5+61.08
4" SS SERVICE (LT)
STA: 6+82.35
4" SS SERVICE (LT)
STA: 7+22.76
4" SS SERVICE (LT)
STA: 7+63.18
4" SS SERVICE (LT)
STA: 8+03.60
4" SS SERVICE (LT)
STA: 8+44.04
4" SS SERVICE (LT)
STA: 1+06.988" x 45° HORZ. BENDSTA: 1+09.108" x 22.5° HORZ. BENDSTA: 1+60.278" x 6" WATER TEESTA: 2+00.128" x 22.5° HORZ. BENDSTA: 2+02.318" x 22.5° HORZ. BENDSTA: 2+04.738" GATE VALVESTA: 2+29.231" DOMESTIC SERVICE (RT)STA: 2+64.231" DOMESTIC SERVICE (RT)STA: 2+99.231" DOMESTIC SERVICE (RT)STA: 3+34.231" DOMESTIC SERVICE (RT)
STA: 3+69.23
1" DOMESTIC SERVICE (RT)
STA: 4+08.91
1" DOMESTIC SERVICE (RT)
STA: 4+39.23
1" DOMESTIC SERVICE (RT)
STA: 4+79.12
1" DOMESTIC SERVICE (RT)
STA: 5+09.23
1" DOMESTIC SERVICE (RT)
STA: 5+44.23
1" DOMESTIC SERVICE (RT)
STA: 5+80.58
1" DOMESTIC SERVICE (RT)
STA: 6+20.73
1" DOMESTIC SERVICE (RT)
STA: 6+52.43
1" DOMESTIC SERVICE (RT)
STA: 6+84.23
1" DOMESTIC SERVICE (RT)
STA: 7+19.23
1" DOMESTIC SERVICE (RT)
STA: 7+54.23
1" DOMESTIC SERVICE (RT)
STA: 7+89.23
1" DOMESTIC SERVICE (RT)
STA: 8+24.23
1" DOMESTIC SERVICE (RT)
STA: 8+63.54
1" DOMESTIC SERVICE (RT)
STA: 8+94.23
1" DOMESTIC SERVICE (RT)
STA: 9+29.23
1" DOMESTIC SERVICE (RT)
STA: 3+65.52
1" DOMESTIC SERVICE (LT)
STA: 4+05.91
1" DOMESTIC SERVICE (LT)
STA: 4+46.35
1" DOMESTIC SERVICE (LT)
STA: 4+86.74
1" DOMESTIC SERVICE (LT)
STA: 5+27.19
1" DOMESTIC SERVICE (LT)
STA: 5+67.58
1" DOMESTIC SERVICE (LT)
STA: 6+08.02
1" DOMESTIC SERVICE (LT)
STA: 6+48.43
1" DOMESTIC SERVICE (LT)
STA: 6+88.85
1" DOMESTIC SERVICE (LT)
STA: 7+29.27
1" DOMESTIC SERVICE (LT)
STA: 7+69.68
1" DOMESTIC SERVICE (LT)
STA: 8+10.10
1" DOMESTIC SERVICE (LT)
STA: 8+50.54
1" DOMESTIC SERVICE (LT)
STA: 6+94.94
8" x 6" WATER TEE
STA: 9+20.97
8" WATER TEE
STA: 9+25.97
8" GATE VALVE
8" WATER MAIN
8
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W
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STA = 1+06.98T.O.W. = 4840.47
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STA: 7+12.73
4" SS SERVICE (RT)
STA: 6+14.23
4" SS SERVICE (RT)
STA: 6+01.52
4" SS SERVICE (LT)
STA: 6+37.93
4" SS SERVICE (RT)
STA: 6+41.93
4" SS SERVICE (LT)
6' MIN.
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Elevation482048304840 4850 4860 4870 -1+00
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 5.1
YELLOWSTONE RESORT
REXBURG, IDAHO
1
8
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,714A, 714B UNLESS OTHERWISE NOTEDINSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITYOF REXBURG STANDARDS INSTALL CONCRETE PAVEMENT PER PCCP PAVEMEN
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13'14'TOC: 4846.95 TOC: 4847.39TOC: 4847.43TOC: 4847.42TOC: 4847.23 TOC: 4847.95 TOC: 4847.62TOC: 4847.95
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TOC: 4847.30 TOC: 4847.84TOG 4847.87TOG 4848.01TOG 4848.14TOG 4848.27TOG 48
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TOG 4847.62TOG 4847.48TOG 4847.31TOG 4847.17TOG 4847.02TOG 4846.68TOG 4846.77TOG 4846.88 TOC: 4847.58 R23'R30'R23'R30'
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4846.60
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3
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4847.40
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4847.05
STA: 9+32.97 (-6.00, L)SSMH-23RIM: 4847.25INV IN: 4842.27 - 8" (W)INV IN: 4842.27 - 8" (E)INV OUT: 4842.17 - 8" (N)↕ 5.08' (SS)
STA: 14+02.41 (-6.00, L)
SSMH-25
RIM: 4849.04
INV OUT: 4844.25 - 8" (W)
↕
4
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7
9
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(
S
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393.92' of 8" S.S. @ 0.40%STA: 9+14.474" SS SERVICE (RT)STA: 9+57.734" SS SERVICE (RT)STA: 9+92.734" SS SERVICE (RT)STA: 10+30.744" SS SERVICE (RT)STA: 10+54.154" SS SERVICE (RT)STA: 10+94.574" SS SERVICE (RT)STA: 11+32.734" SS SERVICE (RT)
STA: 11+67.73
4" SS SERVICE (RT)
STA: 12+02.73
4" SS SERVICE (RT)
STA: 12+37.73
4" SS SERVICE (RT)
STA: 12+72.73
4" SS SERVICE (RT)
STA: 13+13.64
4" SS SERVICE (RT)
STA: 13+37.07
4" SS SERVICE (RT)
STA: 13+77.73
4" SS SERVICE (RT)
STA: 9+77.324" SS SERVICE (LT)STA: 10+17.744" SS SERVICE (LT)STA: 10+58.154" SS SERVICE (LT)STA: 10+98.574" SS SERVICE (LT)STA: 11+38.994" SS SERVICE (LT)
STA: 11+79.41
4" SS SERVICE (LT)
STA: 12+19.82
4" SS SERVICE (LT)
STA: 12+60.23
4" SS SERVICE (LT)
STA: 13+00.65
4" SS SERVICE (LT)
STA: 13+41.07
4" SS SERVICE (LT)
STA: 13+81.48
4" SS SERVICE (LT)
STA: 8+94.231" DOMESTIC SERVICE (RT)STA: 9+29.231" DOMESTIC SERVICE (RT)STA: 9+64.231" DOMESTIC SERVICE (RT)STA: 9+99.231" DOMESTIC SERVICE (RT)STA: 10+37.241" DOMESTIC SERVICE (RT)STA: 10+69.231" DOMESTIC SERVICE (RT)STA: 11+01.071" DOMESTIC SERVICE (RT)STA: 11+39.231" DOMESTIC SERVICE (RT)
STA: 11+74.23
1" DOMESTIC SERVICE (RT)
STA: 12+09.23
1" DOMESTIC SERVICE (RT)
STA: 12+44.23
1" DOMESTIC SERVICE (RT)
STA: 12+79.23
1" DOMESTIC SERVICE (RT)
STA: 13+20.15
1" DOMESTIC SERVICE (RT)
STA: 13+51.57
1" DOMESTIC SERVICE (RT)
STA: 13+84.23
1" DOMESTIC SERVICE (RT)
STA: 9+83.821" DOMESTIC SERVICE (LT)STA: 10+24.241" DOMESTIC SERVICE (LT)STA: 10+64.651" DOMESTIC SERVICE (LT)STA: 11+05.071" DOMESTIC SERVICE (LT)STA: 11+45.491" DOMESTIC SERVICE (LT)
STA: 11+85.91
1" DOMESTIC SERVICE (LT)
STA: 12+26.32
1" DOMESTIC SERVICE (LT)
STA: 12+66.73
1" DOMESTIC SERVICE (LT)
STA: 13+07.15
1" DOMESTIC SERVICE (LT)
STA: 13+47.57
1" DOMESTIC SERVICE (LT)
STA: 13+87.98
1" DOMESTIC SERVICE (LT)
STA: 9+20.978" WATER TEESTA: 9+25.978" GATE VALVE
STA: 14+34.14
8" x 45° HORZ. BEND
STA: 14+71.34
8" x 45° HORZ. BEND
8" WATER MAIN
8
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6
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9
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(
S
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STA: 13+26.89 (-6.00, L)
SSMH-24
RIM: 4848.74
INV IN: 4843.95 - 8" (E)
INV OUT: 4843.85 - 8" (W)
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
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P
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PROJECT
CHECKED
D B A
#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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CJF
TLM
JBF
11/19/2021
BACKBONE 5.2
YELLOWSTONE RESORT
REXBURG, IDAHO
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RIM: 4847.25
INV IN: 4842.27 - 8" (W)
INV IN: 4842.27 - 8" (E)
INV OUT: 4842.17 - 8" (N)
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INV IN: 4841.55 - 8" (S)
INV IN: 4841.45 - 8" (E)
INV OUT: 4841.45 - 8" (N)
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RIM: 4847.36
INV IN: 4841.16 - 8" (W)
INV IN: 4841.26 - 8" (S)
INV OUT: 4841.16 - 8" (N)
↕
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STA: 1+98.88 (-4.00, L)SSMH-8RIM: 4847.48INV IN: 4840.35 - 8" (NE)INV IN: 4840.35 - 8" (S)INV OUT: 4840.25 - 8" (W)↕ 7.23' (SS)STA: 0+49.468" CONNECTION TO EX. MAINSTA: 0+54.998" GATE VALVESTA: 1+88.888" x 45° VERT. BENDSTA: 2+08.888" x 45° VERT. BENDSTA: 1+86.588" x 45° VERT. BENDSTA: 2+11.188" x 45° VERT. BENDSTA: 2+38.696" FIRE SERVICE (LT)STA: 2+41.698" GATE VALVESTA: 2+55.388" x 6" WATER TEE
STA: 3+89.38
8" x 45° VERT. BEND
STA: 3+90.88
8" x 45° VERT. BEND
STA: 4+10.88
8" x 45° VERT. BEND
STA: 4+12.38
8" x 45° VERT. BEND
STA: 4+32.27
8" x 45° HORZ. BEND
STA: 4+36.76
8" GATE VALVE
STA: 6+09.88
8" GATE VALVE
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8" WATER TEE
STA = 0+49.36T.O.W. = 4842.96STA = 0+62.93T.O.W. = 4843.48STA = 0+96.82T.O.W. = 4842.74STA = 1+15.65T.O.W. = 4842.99STA = 1+55.65T.O.W. = 4842.68STA = 1+86.58T.O.W. = 4841.81
STA = 3+05.91
T.O.W. = 4840.90
STA = 1+88.90T.O.W. = 4838.75STA = 2+08.88T.O.W. = 4838.75STA = 2+11.18T.O.W. = 4841.42
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STA: 4+47.88
8" x 45° VERT. BEND
STA: 4+49.38
8" x 45° VERT. BEND
STA: 4+69.38
8" x 45° VERT. BEND
STA: 4+70.88
8" x 45° VERT. BEND
STA: 4+59.38
8" WATER TEE
8" WATER MAIN
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TOC: 4846.97TOC: 4846.
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TBC 4849.31TBC 4848.88 TBC 4849.31TBC 4849.41 TBC 4848.33 TBC 4847.64 TBC 4848.12TBC 4847.89
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Elevation482048304840 4850 4860 4870 -1+00
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 6
YELLOWSTONE RESORT
REXBURG, IDAHO
2
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GRADE BREAK STA = 1+25.21
CL ELEV = 4848.42
GRADE BREAK STA = 1+79.36
CL ELEV = 4848.66
GRADE BREAK STA = 3+96.41
CL ELEV = 4848.11
GRADE BREAK STA = 2+40.63
CL ELEV = 4848.17
GRADE BREAK STA = 3+17.87
CL ELEV = 4847.76
END OF CURB STA = 0+75.55
LIP ELEV = 4848.67
STA = 3+37.65
CL ELEV = 4847.85
STA = 2+84.39
CL ELEV = 4847.93
4
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Elevation482048304840 4850 4860 4870 -1+00Elevation482048304840485048604870-1+00
C
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
SOUTH 12TH WEST - LIP ALIGNMENT
YELLOWSTONE RESORT
REXBURG, IDAHO
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EDGE OF PAVEMENT OTHERWISE.SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)INSTALL 4" THICK SIDEWALK, (WIDT
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INSTALL SITE PYLON SIGN, APPROX
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0102030405060708091011 1213141516171819202122SHEET NOTES:SHEET C.5.12
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1
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PC: 14+62.14
11+00
1
2
+
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PC: 14+62.14
4
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STA = 10+72.33T.O.W. = 4843.23
STA = 16+56.88
T.O.W. = 4843.11
STA = 17+18.50
T.O.W. = 4843.23
STA: 10+72.3312" CONNECTION TO EX. MAIN
4
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Elevation4820483048404850 4860 4870 4880 9+00 1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
SOUTH 12TH WEST - WATER MAIN
YELLOWSTONE RESORT
REXBURG, IDAHO
2
2
C
.
5
.
1
2
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11.ALL N
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IN ACC
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FURNIS
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L
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.
13.ON ALL
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14.ON BUI
L
D
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3
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(
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1
2
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2
0
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)
.
RE
V
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N
V
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:
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4
4
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1
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1
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(
W
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S
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SYSTEM RE
Q
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:
DRAINAGE AREA O
F
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S
T
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1
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S
F
RV SLIP VOLUME
R
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Q
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D
2
2
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- COUNT 159 - STORM
V
O
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2
5
2
C
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- COUNT 159 -TOTAL D
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A
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P
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3
8
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1
6
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C
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DESIGN STORM:
1
.
3
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SEDIMENT FACTO
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%
SUMMARY:STORAGE SYSTEM
:
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3
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1
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C
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---------------------------
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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-
-
-
-
-
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TOTAL STORAGE
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TOTAL STORAGE
P
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:
3
8
,
1
6
0
C
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1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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CJF
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11/19/2021
OVERALL DRAINAGE PLAN
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1
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C
6
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7
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8
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9
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C
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1
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TOC: 4847.24 TOC: 4847.30TOC: 4847.22 TOC: 4847.23 TOC: 4847.20 TOC: 4847.37 TOC: 4847.41TOC: 4847.24 TOC: 4847.37 TOC: 4847.76 TOC: 4847.66TOC: 4847.44 TOC: 4847.52 TOC: 4847.56 TOC: 4847.61TOC: 4847.45 TOC: 4847.25 TOC: 4847.64 TOC: 4847.71TOC: 4847.27 TOC: 4847.26 T
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C
:
4
8
4
7
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7
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T
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:
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8
4
7
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TOC: 4847.27 TOC: 4847.28
T
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:
4
8
4
7
.
7
8
T
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:
4
8
4
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TOC: 4847.28 TOC: 4847.29
T
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:
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TOC: 4846.97TOC: 4847.20 TOC: 4847.20 TOC: 4847.20TOC: 4846.69 TOC: 4847.22 TOC: 4847.22 TOC: 4847.21TOC: 4846.73 TOC: 4847.24 TOC: 4847.23 TOC: 4847.23TOC: 4846.76 TOC: 4847.25 TOC: 4847.25 TOC: 4847.25TOC: 4846.79 TOC: 4847.27 TOC: 4847.27 TOC: 4847.26TOC: 4846.83 TOC: 4847.29 TOC: 4847.28 TOC: 4847.28TOC: 4846.8
6
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TOC: 4846.24 TOC: 4846.23 TOC: 4846.22TOC: 4846.76 TOC: 4846.29 TOC: 4846.28 TOC: 4846.27TOC: 4846.79 TOC: 4846.34 TOC: 4846.33 TOC: 4846.32TOC: 4846.82 TOC: 4846.39 TOC: 4846.38 TOC: 4846.37TOC: 4846.86 TOC: 4846.44 TOC: 4846.43 TOC: 4846.42TOC: 4846.89 TOC: 4846.49 TOC: 4846.48 TOC: 4846.47TOC: 484
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TOC: 4847.20 TOC: 4847.20 TOC: 4847.19TOC: 4846.66 TOC: 4847.22 TOC: 4847.22 TOC: 4847.21TOC: 4846.70 TOC: 4847.24 TOC: 4847.24 TOC: 4847.23TOC: 4846.74 TOC: 4847.26 TOC: 4847.26 TOC: 4847.25TOC: 4846.79 TOC: 4847.28 TOC: 4847.27 TOC: 4847.27TOC: 4846.82 TOC: 4847.30 TOC: 4847.29 TOC: 4847.29TOC: 484
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TOC: 4846.11TOC: 4847.02TOC: 4846.04 TOC: 4846.04TOC: 4845.74TOC: 4845.70 TOC: 4845.98 TOC: 4846.02TOC: 4845.69TOC: 4845.65 TOC: 4845.92 TOC: 4845.96TOC: 4845.64TOC: 4845.60 TOC: 4845.85 TOC: 4845.90TOC: 4845.59TOC: 4845.55 TO
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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GRADING PLAN WEST- RV SLIPS
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TOC: 4847.34 TOC: 4847.24TOC: 484
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TOC: 4847.20 TOC: 4847.10TOC: 4846.90 TOC: 4846.78 TOC: 4847.06 TOC: 4847.01TOC: 4846.73 TOC: 4846.62
0
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1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
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T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
GRADING PLAN EAST - RV SLIPS
YELLOWSTONE RESORT
REXBURG, IDAHO
2
5
C
.
7
.
1
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:
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:
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:
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:
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4
9
.
1
9
1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
DETAILS & ADA RAMPS
YELLOWSTONE RESORT
REXBURG, IDAHO
2
6
C
.
8
.
0
6"
1
'
-
0
"
C
O
N
C
R
E
T
E
C
U
R
B
3
/
4
"
G
R
A
V
E
L
R
O
A
D
B
A
S
E
S
L
O
P
E
NO.4 REINF. RODSSECTION 3,600 PSI CONCRETE6" A.B.C.1% SLOPE TO FRONT7"2"NO.4 REINF. RODS12" O.C. BOTH WAYS 20'24'6"12"12"
VARIES3' MIN"1 3/8"3" MIN.
9"9
"
SMOOTH SLOPEDMORTAR CAP PAINTEDASPHALT PAVEMENTOR CONCRETE WHEREOCCURS SEE PLAN 6" DIA. STANDARD STEELPIPE FILLED WITH CONCRETEAND PAINTED YELLOW18" DIA. CONCRETEFOOTING(2) #6 BARS 12" LONGEACH WAY WELD TO PIPE CAP TOP OF POST3/8"X3 1/2"CADMIUM PLATEDHEX HEAD BOLT WITHFLAT LOCK WASHERAND NUT6'-0"4"18"6"12"
B
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
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4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
RV SLIP DETAILS
YELLOWSTONE RESORT
REXBURG, IDAHO
2
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
A
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
EROSION CONTROL
YELLOWSTONE RESORT
REXBURG, IDAHO
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LEGENDSILT FENCE SEE DETAIL THIS SHEETSFSFCONSTRUCTION FENCEINLET PROTECTION SEE DETAIL THIS SHEETSTABILIZED CONSTRUCTION ENTRANCE SEE DETAILTHIS SHEET PROPERTY BOUNDARYLIMITS OF DISTURBANCEPORTABLE TOILET CONTAINMENTJOBSITE DUMPSTERCONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LODLODINSTALL TEMPORARY INLET PROTECTION AT STORM DRAININLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVEDREGULARLY(FOR EXISTING AND PROPOSED INLETS)STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 ATENTRANCES AS SHOWN.CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68PROVIDE DUST CONTROL FOR ENTIRE SITE.CONCRETE WASHOUT AREA APPROXIMATE QUANTITY SUMMARYLINEAR FIBER ROLL-SILT FENCE1,755 LFCONSTRUCTION FENCE-EARTH DIKE & DRAINAGESWALE-RIP RAP-HYDROSEEDING-STABILIZED CONSTRUCTIONENTRANCE3STABILIZED STAGING AREA2CONCRETE WASH OUT2SEDIMENT BASIN-WHEEL WASH-INLET PROTECTION168CHECK DAM-LIMITS OF DISTURBANCE±22.8 ACPROJECT ACRES±32 AC123451)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
LANDSCAPE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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CHECKED
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#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
LANDSCAPE PLAN
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REV #DATE
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DRAWN
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IF THIS BAR DOES NOT
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CITY REVIEW SET
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2194 Snake River Parkway, Suite 205
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A
T
I
V
E
L
A
N
D
S
C
A
P
E
R
O
C
K
8
4
.
2
9
C
Y
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y
PRELIMINA
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
O
R
R
E
V
I
E
W
O
N
L
Y