HomeMy WebLinkAboutINFRASTRUCTURE PLAN 12.01.21 - 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
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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
COVER SHEET
YELLOWSTONE RESORT
REXBURG, IDAHO
1
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1
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0
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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
GENERAL NOTES
YELLOWSTONE RESORT
REXBURG, IDAHO
2
C
.
1
.
1
REVISIONSREV No.SHEET No.DATE OF REVDESCRIPTION
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
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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
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G
AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, B
R
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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
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E
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OF OFF SITE.18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAY
S
P
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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
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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
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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
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THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'
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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
LEGEND
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
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
OVERALL SITE PLAN & KEY MAP
YELLOWSTONE RESORT
REXBURG, IDAHO
6
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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
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(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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GRADEBREAK 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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E
L
I
M
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N
A
R
Y
N
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T
F
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C
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N
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T
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C
T
I
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N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE GRADING PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
8
C
.
4
.
1
L
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WWWW SS SS SSS SSSSSSSSSSSWSSMH-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
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E
L
I
M
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N
A
R
Y
N
O
T
F
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C
O
N
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T
I
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N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE UTILITY & DRAINAGE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
9
C
.
4
.
2
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EX SSMH-1
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TBC: 4847.19
TBC: 4847.79
TBC: 4847.59
TBC: 4847.10
TBC: 4847.42 TBC: 4847.56
TBC: 4847.99TBC: 4847.73
TOA:4847.13
TOA:4846.83
TOA:4846.97
TOA:4847.27
R30'
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3
0
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91
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5'
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4830
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4850
4860
4870
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4830
4840
4850
4860
4870
4+00
4820
4830
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4850
4860
4870
4+00
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A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 A20
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19
D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19
E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13
F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34
G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 G13
I1 I2 I3 I4 I5 I6 I7 I8
H1 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11
I9 I10 I11
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SD SD
-1+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0018+00
SD SD SD SD
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PC: 2+11.99
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4
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#
2 3 4
21
9
4
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NOT FOR
CONSTRUCTION
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C.5.0
H
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S
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N
G I N E E R
S
N
0 30'60'
SCALE: 1" = 30'
BACKBONE 1.1
SHEET C.5.2
SHEET C.5.2
W
2
0
0
0
S
SHEET C.5.4
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO
EDGE OF PAVEMENT OTHERWISE.
SITE PLAN KEYNOTES
INSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1
INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.8.0)
TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIRED
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 5 SHEET C.8.0
INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0
INSTALL 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 NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITY
OF REXBURG STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.8.0
INSTALL TRASH ENCLOSURE PAD PER DETAIL 1 SHEET C.8.0
INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0
ADA SIGN PER DETAIL 3 SHEET C.8.0
INSTALL STOP SIGN PER MUTCD STANDARDS
STRIPING PER MUTCD STANDARDS
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL TYPE III BARRICADE PER ISPWC SD-1132
INSTALL SITE PYLON SIGN, APPROXIMATE LOCATION
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
SHEET NOTES:
08
08
07
06
06
12
12
13
13
14
14
18
19
20
20
20
20
21
36
3647
43
51
54
56
51
44
56
PROPOSED SURFACE
EXISTING SURFACE
54
39
155 LF OF 8" WATER MAIN
43
VICINITY MAP
58
IRRIGATION LINE
EXISTING WELL
MISCELLANEOUS KEYNOTES
IRRIGATION CULVERT, SIZE PER PLANSA
WATER KEYNOTES
INSTALL 8" DI WATER MAIN, LENGTH PER PLAN
INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG
STANDARDS
INSTALL 4" DOMESTIC WATER SERVICE PER CITY OF REXBURG
STANDARDS
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD-404
INSTALL 8" 22.5° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" 90° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" GATE VALVE
INSTALL 8" X 8" TEE
INSTALL 8" X 6" TEE
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" 45° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" X 8" TEE W/ 45° BEND W/ THRUST BLOCK PER STD ISPWC
SD-403
36
37
38
39
40
41
42
43
44
45
46
47
48
49
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC
SD-506
INSTALL 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 SLOPE
PER PLANS
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" SANITARY SEWER PLUG
TIE INTO EXISTING 10" SANITARY SEWER LINE
51
52
53
54
55
56
57
58
59
C.
8
.
0
11/19/21
1+002+00
3
+
0
0
4
+
0
0
5
+
0
0
1+00 4847.334845.142+00 4846.414844.94
3
+
0
0
4847.37
4844.70
4
+
0
0
4846.37
4844.58
5
+
0
0
4845.37
4844.59
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
'
(
S
S
)
↕ 8.62' (SS)
6
3
.
8
5
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S
.
S
.
@
0
.
2
8
%
STA: 4+56.50 (-3.43, L)
SS PLUG-2
INV: 4839.97 - 10" (N)
STA: 1+01.758" WATER TEE 95.1' OF 8" WATER MAINSTA: 1+06.758" GATE VALVE
7
8
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F
8
"
W
A
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R
M
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: 4+53.50
8" GATE VALVE
STA: 4+56.50
8" PLUG
STA = 1+01.72T.O.W. = 4841.33STA = 1+96.75T.O.W. = 4840.38
S
T
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=
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9
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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
3
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8
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W
A
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2
3
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1+002+00
3
+
0
0
4
+
0
0
5
+
0
0
1+00 4847.334845.142+00 4846.414844.94
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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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D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19
E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13
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2 3 4
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5
Id
a
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I
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8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
2
8
8
0
-
2
1
0
1
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1
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12
C.5.2
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
BACKBONE 2.1
W 2000 S
S
H
E
E
T
C
.
5
.
3
SHEET C.5.5SHEET C.5.4
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO
EDGE OF PAVEMENT OTHERWISE.
SITE PLAN KEYNOTES
INSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1
INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.8.0)
TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIRED
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 5 SHEET C.8.0
INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0
INSTALL 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 NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITY
OF REXBURG STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.8.0
INSTALL TRASH ENCLOSURE PAD PER DETAIL 1 SHEET C.8.0
INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0
ADA SIGN PER DETAIL 3 SHEET C.8.0
INSTALL STOP SIGN PER MUTCD STANDARDS
STRIPING PER MUTCD STANDARDS
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL TYPE III BARRICADE PER ISPWC SD-1132
INSTALL SITE PYLON SIGN, APPROXIMATE LOCATION
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
SHEET NOTES:
06 06
07 07
11
11
14 14
12
13
13
12
14 14
1313
18182020
47
43
36
51
53
53
59
5356
56
56
PROPOSED SURFACE
EXISTING SURFACE
07
VICINITY MAP
56
MISCELLANEOUS KEYNOTES
IRRIGATION CULVERT, SIZE PER PLANSA
WATER KEYNOTES
INSTALL 8" DI WATER MAIN, LENGTH PER PLAN
INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG
STANDARDS
INSTALL 4" DOMESTIC WATER SERVICE PER CITY OF REXBURG
STANDARDS
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD-404
INSTALL 8" 22.5° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" 90° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" GATE VALVE
INSTALL 8" X 8" TEE
INSTALL 8" X 6" TEE
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" 45° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" X 8" TEE W/ 45° BEND W/ THRUST BLOCK PER STD ISPWC
SD-403
36
37
38
39
40
41
42
43
44
45
46
47
48
49
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC
SD-506
INSTALL 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 SLOPE
PER PLANS
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" SANITARY SEWER PLUG
TIE INTO EXISTING 10" SANITARY SEWER LINE
51
52
53
54
55
56
57
58
59
TIE INTO EXISTING
SANITARY SEWER
C.8.0
10
11/19/21
8+00 9+00 10+00 11+00 12+00 13+00 14+00
8+00
48
4
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SD SD SD
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188.5'
5'
6.
5
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fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl
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4849
4849 4848
4849
4848
4849
METBC:4848.46
METOA:4848.53
TBC:4849.03
TBC:4849.39
TOC: 4849.49
TOC: 4849.55TOC: 4848.63
TOC: 4848.69
TOC: 4849.19
TOC: 4849.25
TOC: 4848.89
TOC: 4848.99
3
'
5
'
6
.
5
'
SDMH - D
SD INLET - D
SDMH - E
SD INLET - E SD INLET - F
SDMH - F
4820
4830
4840
4850
4860
4870
4880
21+00
4820
4830
4840
4850
4860
4870
4880
21+00
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4820
4830
4840
4850
4860
4870
4880
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4820
4830
4840
4850
4860
4870
4880
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A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 A20
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19
D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19
E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13
F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34
G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 G13
I1 I2 I3 I4 I5 I6 I7 I8
H1 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11
I9 I10 I11
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W
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W W W W W W
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SD SD
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SD SD SD SD
0+
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188.5'
5'
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3
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5
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SDMH - DSD INLET - D SDMH - ESD INLET - E SD INLET - FSDMH - F
1 5
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PAGE
C
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C
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D
B
A
#
2 3 4
21
9
4
S
n
a
k
e
R
i
v
e
r
P
a
r
k
w
a
y
,
S
u
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2
0
5
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8
3
4
0
2
(2
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8
)
5
2
2
-
1
2
2
3
PRELIMINARY
NOT FOR
CONSTRUCTION
ID
-
2
8
8
0
-
2
1
0
1
CJ
F
TL
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11
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1
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/
2
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2
1
BA
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2
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2
YE
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O
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C.5.3
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
BACKBONE 2.2
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
W 2000 S
S
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E
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.
5
.
2
SHEET C.5.10
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO
EDGE OF PAVEMENT OTHERWISE.
SITE PLAN KEYNOTES
INSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1
INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.8.0)
TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIRED
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 5 SHEET C.8.0
INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0
INSTALL 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 NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITY
OF REXBURG STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.8.0
INSTALL TRASH ENCLOSURE PAD PER DETAIL 1 SHEET C.8.0
INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0
ADA SIGN PER DETAIL 3 SHEET C.8.0
INSTALL STOP SIGN PER MUTCD STANDARDS
STRIPING PER MUTCD STANDARDS
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL TYPE III BARRICADE PER ISPWC SD-1132
INSTALL SITE PYLON SIGN, APPROXIMATE LOCATION
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
SHEET NOTES:
06
07
11 1414
13 13
1212
18
2020
20 20
PROPOSED SURFACE
EXISTING SURFACE
47
44
43
36
VICINITY MAP
22
MISCELLANEOUS KEYNOTES
IRRIGATION CULVERT, SIZE PER PLANSA
WATER KEYNOTES
INSTALL 8" DI WATER MAIN, LENGTH PER PLAN
INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG
STANDARDS
INSTALL 4" DOMESTIC WATER SERVICE PER CITY OF REXBURG
STANDARDS
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD-404
INSTALL 8" 22.5° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" 90° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" GATE VALVE
INSTALL 8" X 8" TEE
INSTALL 8" X 6" TEE
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" 45° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" X 8" TEE W/ 45° BEND W/ THRUST BLOCK PER STD ISPWC
SD-403
36
37
38
39
40
41
42
43
44
45
46
47
48
49
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC
SD-506
INSTALL 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 SLOPE
PER PLANS
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" SANITARY SEWER PLUG
TIE INTO EXISTING 10" SANITARY SEWER LINE
51
52
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55
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59
C.8.0
10
11/19/21
E W
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5
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0
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6
+
0
0
7
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0
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8
+
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9
+
0
0
47'R20'R30'20'P.U.E.R3'18'84'18'21.9'67.3'R3'20'TYP9'TYP30'128.6'R30'R30'17'
2
4
5
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6
6
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7
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6
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4
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0
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7
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5
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8
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TOC: 4847.20
T
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4
8
4
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7
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6
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:
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TOC: 4846.22 TOC: 4846.51 TOC: 4846.68
T
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:
4
8
4
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6
7
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:
4
8
4
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6
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:
4
8
4
7
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3
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TBC: 4847.69SS PLUG-1
S
S
M
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-
5
SSMH-6SSMH-2 94LF OF 8" S.S. @ 0.40%
3
1
5
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51LF OF 8" S.S. @ 0.40%10'10'10'20'15'3+004+00
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
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0
3+00 4847.394847.394+00 4847.404847.40
5
+
0
0
4847.45
4847.45
6
+
0
0
4847.49
4847.49
7
+
0
0
4847.53
4847.53
8
+
0
0
4847.52
4847.52
9
+
0
0
4847.50
4847.50
STA: 3+84.94 (-6.00, L)SSMH-6RIM: 4847.27INV IN: 4838.74 - 10" (S)INV OUT: 4838.64 - 10" (E)
3
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STA: 2+00.54 (0.00, )
SSMH-5
RIM: 4847.67
INV IN: 4837.76 - 10" (W)
INV IN: 4837.93 - 8" (E)
INV OUT: 4837.66 - 10" (N)
↕
1
0
.
0
1
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(
S
S
)
INV: 4839.08 - 8" (E)STA: 1+81.95 (-5.84, L)SSMH-2RIM: 4847.33INV IN: 4838.87 - 8" (W)INV OUT: 4838.77 - 8" (N)↕ 8.56' (SS)51.34' of 8" S.S. @ 0.40%STA: 4+68.134" SS SERVICE (RT)
STA: 5+08.55
4" SS SERVICE (RT)
STA: 5+48.96
4" SS SERVICE (RT)
STA: 5+89.38
4" SS SERVICE (RT)
STA: 6+24.78
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+14.784" SS SERVICE (RT)STA: 4+53.784" SS SERVICE (LT)STA: 4+88.784" SS SERVICE (LT)
STA: 5+23.78
4" SS SERVICE (LT)
STA: 5+58.78
4" SS SERVICE (LT)
STA: 5+93.78
4" SS SERVICE (LT)
STA: 6+28.78
4" SS SERVICE (LT)
STA: 7+58.78
4" SS SERVICE (LT)
STA: 7+93.78
4" SS SERVICE (LT)
STA: 8+28.78
4" SS SERVICE (LT)
STA: 8+63.78
4" SS SERVICE (LT)
STA: 8+98.78
4" SS SERVICE (LT)
STA: 9+33.78
4" SS SERVICE (LT)
STA: 4+18.784" SS SERVICE (LT)STA: 2+40.848" GATE VALVESTA: 2+45.848" WATER TEE 8" WATER MAIN
8
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W
A
T
E
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M
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STA: 3+72.948" WATER TEESTA: 3+77.948" GATE VALVESTA: 4+25.281" DOMESTIC SERVICE (LT)STA: 4+60.281" DOMESTIC SERVICE (LT)STA: 4+95.28
1" DOMESTIC SERVICE (LT)
STA: 5+30.28
1" DOMESTIC SERVICE (LT)
STA: 5+65.28
1" DOMESTIC SERVICE (LT)
STA: 6+00.28
1" DOMESTIC SERVICE (LT)
STA: 6+35.28
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+34.191" DOMESTIC SERVICE (RT)STA: 4+74.631" DOMESTIC SERVICE (RT)
STA: 5+15.04
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: 9+24.98
1" DOMESTIC SERVICE (RT)
STA: 6+58.98
8" x 6" WATER TEE
8
"
W
A
T
E
R
M
A
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STA = 2+52.10T.O.W. = 4841.10STA = 3+79.91T.O.W. = 4841.37
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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
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DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
P
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PROJECT
CHECKED
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#
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Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
BACKBONE 3.1
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7
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8
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7
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1
6
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4
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4
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9+00 4847.504847.5010+00 4847.494847.49
1
1
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0
0
4847.48
4847.48
1
2
+
0
0
4847.47
4847.47
1
3
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4846.59
4846.59
1
4
+
0
0
4846.73
4846.73
↕
6
.
8
6
'
(
S
S
)
391.50' of 8" S.S. @ 0.40%
STA: 10+91.44 (-6.00, L)
SSMH-7
RIM: 4847.36
INV IN: 4839.60 - 8" (E)
INV OUT: 4839.50 - 8" (W)
↕
7
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STA: 12+53.94 (-6.00, L)
SSMH-8
RIM: 4847.48
INV IN: 4840.35 - 8" (NE)
INV IN: 4840.35 - 8" (S)
INV OUT: 4840.25 - 8" (W)
5
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STA: 12+98.08 (-31.79, L)
SSMH-9
RIM: 4847.41
INV OUT: 4840.55 - 8" (SW)
↕
7
.
2
3
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(
S
S
)
STA: 8+24.784" SS SERVICE (RT)STA: 8+78.064" SS SERVICE (RT)STA: 9+18.484" SS SERVICE (RT)STA: 9+58.894" SS SERVICE (RT)STA: 9+99.314" SS SERVICE (RT)STA: 10+34.784" SS SERVICE (RT)STA: 10+69.784" SS SERVICE (RT)
STA: 11+04.78
4" SS SERVICE (RT)
STA: 11+60.39
4" SS SERVICE (RT)
STA: 12+86.62
4" SS SERVICE (RT)
STA: 8+28.784" SS SERVICE (LT)STA: 8+63.784" SS SERVICE (LT)STA: 8+98.784" SS SERVICE (LT)STA: 9+33.784" SS SERVICE (LT)STA: 9+68.784" SS SERVICE (LT)STA: 10+03.784" SS SERVICE (LT)STA: 10+38.784" SS SERVICE (LT)STA: 10+73.784" SS SERVICE (LT)
STA: 11+08.78
4" SS SERVICE (LT)
STA: 11+43.78
4" SS SERVICE (LT)
STA: 11+78.78
4" SS SERVICE (LT)
8
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W
A
T
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STA: 8+35.281" DOMESTIC SERVICE (LT)STA: 8+70.281" DOMESTIC SERVICE (LT)STA: 9+05.281" DOMESTIC SERVICE (LT)STA: 9+40.281" DOMESTIC SERVICE (LT)STA: 9+75.281" DOMESTIC SERVICE (LT)STA: 10+10.281" DOMESTIC SERVICE (LT)STA: 10+45.281" DOMESTIC SERVICE (LT)
STA: 10+80.28
1" DOMESTIC SERVICE (LT)
STA: 11+15.28
1" DOMESTIC SERVICE (LT)
STA: 11+50.28
1" DOMESTIC SERVICE (LT)
STA: 11+85.28
1" DOMESTIC SERVICE (LT)
1" DOMESTIC SERVICE (RT)STA: 8+44.141" DOMESTIC SERVICE (RT)STA: 8+84.561" DOMESTIC SERVICE (RT)STA: 9+24.981" DOMESTIC SERVICE (RT)STA: 9+65.391" DOMESTIC SERVICE (RT)STA: 10+05.811" DOMESTIC SERVICE (RT)STA: 10+49.281" DOMESTIC SERVICE (RT)
STA: 10+86.64
1" DOMESTIC SERVICE (RT)
STA: 11+27.06
1" DOMESTIC SERVICE (RT)
STA: 11+66.89
1" DOMESTIC SERVICE (RT)
STA: 12+22.56
8" x 45° HORZ. BEND
STA: 12+18.06
8" GATE VALVE
8" WATER MAIN
STA = 12+41.99
T.O.W. = 4841.46
STA: 12+41.94
8" x 45° HORZ. BEND
6' MIN.
6
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M
I
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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 3.2
YELLOWSTONE RESORT
REXBURG, IDAHO
1
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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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STA: 8+53.94 (-6.00, L)
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RIM: 4847.39
INV OUT: 4843.18 - 8" (W)
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INV OUT: 4842.70 - 8" (E)
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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.
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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
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STA: 8+37.69
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STA: 10+80.19
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STA: 11+20.60
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STA: 11+61.04
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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
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STA: 8+01.28
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STA: 8+41.62
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STA: 8+82.11
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STA: 9+22.52
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STA: 10+03.36
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STA: 10+43.70
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STA: 10+84.19
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STA: 11+24.60
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STA: 11+65.04
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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)
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STA: 8+92.61
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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
"
W
A
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R
M
A
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9
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.
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.
=
4
8
4
1
.
4
4
STA = 7+00.00T.O.W. = 4841.54
6
'
M
I
N
.
6' MIN.5+006+007+00
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
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1
3
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5+00 4847.454844.866+00 4847.494845.087+00 4847.544845.15
8
+
0
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4847.52
4845.29
9
+
0
0
4847.50
4845.55
1
0
+
0
0
4847.49
4845.62
1
1
+
0
0
4847.47
4845.68
1
2
+
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4847.45
4845.73
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3
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4845.94
-
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-
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.
5
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%
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-
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0
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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
Elevation482048304840 4850 4860 4870 -1+00Elevation482048304840485048604870-1+00
4
8
2
0
4
8
3
0
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A
1
A
2
A
3
A
4
A
5
A
6
A
7
A
8
A
9
A
1
0
A
1
1
A
1
2
A
1
3
A
1
4
A
1
5
A
1
6
A
1
7
A
1
8
A
1
9
A
2
0
B
1
B
2
B
3
B
4
B
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
D
1
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D
1
1
D
1
2
D
1
3
D
1
4
D
1
5
D
1
6
D
1
7
D
1
8
D
1
9
E
2
E
3
E
4
E
5
E
6
E
7
E
8
E
9
E
1
0
E
1
1
E
1
2
E
1
3
F
1
F
2
F
3
F
4
F
5
F
6
F
7
F
8
F
9
F
1
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F
1
1
F
1
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1
3
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1
4
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1
5
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1
6
F
1
7
F
1
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1
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F
2
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2
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2
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2
3
F
2
4
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2
5
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2
6
F
2
7
F
2
8
F
2
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F
3
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3
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3
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F
3
3
F
3
4
G
1
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2
G
3
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4
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5
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6
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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
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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
BACKBONE 4.1
YELLOWSTONE RESORT
REXBURG, IDAHO
1
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SHEET C.5.1SHEET C.5.8SITE 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.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH
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INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0ADA SIGN PER DETAIL 3 SHEET C.8.0INSTALL STOP SIGN PER MUTCD STANDARDSSTRIPING PER MUTCD STANDARDSINSTALL LANDSCAPE PER LANDSCAPE PLANINSTALL TYPE III BARRICADE PER ISPWC SD-1132 01020304050607080910 1112131415161718192021 0101010101010101010101
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3
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4846.09
4
+
0
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4848.82
4846.47
5
+
0
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4849.19
4846.70
6
+
0
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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
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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
3
%
↕ 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
S
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5
4
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9
3
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=
4
8
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6
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T.O.W. = 4843.63
8" WATER MAIN
8
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A
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8
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3
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9
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1
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BP: 0+00.00
PC: 5+88.57
P
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BP: 0+00.00
PC: 5+88.57
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4
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TOC: 4847.95 TOC: 4848.02 TOC: 4846.97
T
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TOC: 4847.59 TOC: 4847.57 TOC: 4847.23TOC: 4847.61 TOC: 4847.23 TOC: 4846.98 TOC: 4846.85 TOC: 4846.84TOC: 4846.98 TOC: 4846.75 TOC: 4846.75TBC: 4847.07 TBC: 4847.56TBC: 4846.85 TOG 4847.13TOG 4847.13TOG 4847.40TOG
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TOG 4847.30 TOG 4847.29TOG 4847.28 TOG 4846.83TOG 4846.84TOG 4846.85
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1
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SSMH-14SSMH-158" S.
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TOC: 4847.47 TOC: 4847.48 TOC: 4847.35 TOC: 4847.33
R
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Elevation482048304840 4850 4860 4870 -1+00
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4
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1
5
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1
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1
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2
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1
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3
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8
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9
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1
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B
1
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1
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1
3
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1
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1
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1
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1
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1
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1
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2
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5
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6
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1
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2
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-
4
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3
3637383940414243
4
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1
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E W
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E W S
E W
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E W
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E W
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E W
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E W S
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E W SEWS
E W
S
E W
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E W
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E W
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E W
S
E W
S
S
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S
D1D2D3D4D5
D
6
D
7
D
8
D
9
D
1
0
D
1
1
D
1
2
D
1
3
D
1
4
D
1
5
D
1
6
D
1
7
D
1
8
D
1
9
E
2
E
3
E
4
E
5
E
6
E
7
E
8
E
9
E
1
0
E
1
1
E
1
2
E
1
3
F1F2F3F4
F
5
F
6
F
7
F
8
F
9
F
1
0
F
1
1
F
1
2
F
1
3
F
1
4
F
1
5
F
1
6
F
1
7
F
1
8
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1
9
F
2
0
E W
S
WWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W WWWWWWWWWS
S
SSSS
S
S
S
S
S
S
W
W
W
W
W
W
SSW SSW SSW SSW
S
S
W
S
S
W
S
S
W
S
S
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S
S
W
S
S
W
S
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S
S
W
S
S
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S
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S
S
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S
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W
S
S
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S
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W
S
S
W
S
S
S
S
W
S
S
W
S
S
W
S
S
W
S
S
W
S
S
W
S
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SSS S SSW
S
S
S
S
S
S
S
S
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W
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1+002+003+00
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
PC: 1+60.00PT: 2+25.97
R
3
0
'
R30'
R25.5'R30'R30'R59.5'R30'24'
S
S
M
H
-
2
1
SSMH-18SSMH-19SSMH-20
8
"
S
.
S
.
8" S.S.8" S.S.
5
2
6
'
1
7
'
2
5
.
3
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5
5
3
'
9.7'9.7'17'7'25'128.4'30'
7
8
0
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5
.
8
'
5
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27.8'30.3'24'9'TYP 20'TYP9'TYP 20'TYP
R
3
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113.4'
1
3
.
7
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3
9
.
1
'
13.4'104.4'12.5'101'11.5'128'
2
0
.
4
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5'75.8'14.5'15.5'25'10'35.2'32.2'17.4'R30'
4
8
4
5
4
8
4
6
4845 4846
4
8
4
7
48464846
4
8
4
6
4
8
4
7
4
8
4
6
4
8
4
6
TBC: 4846.39 TBC: 4846.48 TBC: 4846.53TBC: 4846.54TBC: 4846.54TBC: 4846.54TBC: 4846.54TBC: 4846.53 TOC: 4846.19TOC: 4846.16TOC: 4846.05
T
O
C
:
4
8
4
6
.
9
5
T
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4
8
4
7
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0
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4
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6
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TOG 4845.7
1
TOG 4845.76TOG 4845.82TOG 4845.88
T
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4
8
4
6
.
9
9
T
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4
8
4
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9
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4
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4
8
4
6
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4
7
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4
8
4
6
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3
9
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
6
.
0
2
TOC: 48
4
6
.
0
3
TOC: 48
4
5
.
8
3
TOC: 48
4
5
.
8
2
TOC: 4846.26TOC: 4846.04 FG 4846.45FG 4846.49FG 4846.48 FG 4846.39TBC: 4846.54 TBC: 4846.541+002+003+00
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1+00 4846.474844.812+00 4846.314844.963+00 4846.144845.15
4
+
0
0
4846.05
4845.27
5
+
0
0
4846.28
4845.50
6
+
0
0
4846.51
4845.71
7
+
0
0
4846.74
4846.18
8
+
0
0
4846.97
4845.78
9
+
0
0
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
7
5
.
8
2
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f
8
"
S
.
S
.
@
0
.
4
1
%
STA: ??? (???, ???)
SSMH-21
RIM: 4846.34
INV OUT: 4842.48 - 8" (W)
↕
3
.
8
6
'
(
S
S
)
↕ 5.44' (SS)
↕
2
.
7
9
'
(
S
S
)
STA: 5+96.02 (-6.00, L)
SSMH-22
RIM: 4846.38
INV OUT: 4843.60 - 8" (E)
3
3
6
.
9
6
'
o
f
8
"
S
.
S
.
@
0
.
3
9
%
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
"
W
A
T
E
R
M
A
I
N
8
"
W
A
T
E
R
M
A
I
N
STA = 1+06.98T.O.W. = 4840.47
S
T
A
=
3
+
7
8
.
9
7
T
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.
W
.
=
4
8
4
0
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0
0
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=
9
+
2
8
.
9
7
T
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.
W
.
=
4
8
4
1
.
2
7
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.
6
'
M
I
N
.
6
'
M
I
N
.
4
8
2
0
4
8
3
0
4
8
4
0
4
8
5
0
4
8
6
0
4
8
7
0
1
8
+
0
0
Elevation482048304840 4850 4860 4870 -1+00
E W
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E W
S
E W
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E W
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E W
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E W
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E W
S
E W
S
E W
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E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
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E W
S
E W
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E W
S
E W
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E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
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E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
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E W
S
E W
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E W
S
E W
S
E W
S
E W
S E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
E W
S
A
1
A
2
A
3
A
4
A
5
A
6
A
7
A
8
A
9
A
1
0
A
1
1
A
1
2
A
1
3
A
1
4
A
1
5
A
1
6
A
1
7
A
1
8
A
1
9
A
2
0
B
1
B
2
B
3
B
4
B
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
D
1
0
D
1
1
D
1
2
D
1
3
D
1
4
D
1
5
D
1
6
D
1
7
D
1
8
D
1
9
E
2
E
3
E
4
E
5
E
6
E
7
E
8
E
9
E
1
0
E
1
1
E
1
2
E
1
3
F
1
F
2
F
3
F
4
F
5
F
6
F
7
F
8
F
9
F
1
0
F
1
1
F
1
2
F
1
3
F
1
4
F
1
5
F
1
6
F
1
7
F
1
8
F
1
9
F
2
0
F
2
1
F
2
2
F
2
3
F
2
4
F
2
5
F
2
6
F
2
7
F
2
8
F
2
9
F
3
0
F
3
1
F
3
2
F
3
3
F
3
4
G
1
G
2
G
3
G
4
G
5
G
6
G
7
G
8
G
9
G
1
0
G
1
1
G
1
2
G
1
3
I
1
I
2
I
3
I
4
I
5
I
6
I
7
I
8
H
1
H
2
H
3
H
4
H
5
H
6
H
7
H
8
H
9
H
1
0
H
1
1
I
9
I
1
0
I
1
1
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S
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
f
l
f
l
f
l
f
l
f
l
f
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f
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f
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t
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t
ir i
r ir
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r
i
r
i
r
i
r
i
r
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r ir
p
m
p
m
u
m
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
S
D
S
D
-
1
+
0
0
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
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
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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 5.1
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 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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9+00 4847.204845.9310+00 4847.554846.1211+00 4847.954845.90
1
2
+
0
0
4848.35
4846.60
1
3
+
0
0
4848.75
4847.40
1
4
+
0
0
4849.15
4846.80
1
5
+
0
0
4849.55
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-24
RIM: 4849.04
INV OUT: 4844.15 - 8" (W)
↕
4
.
8
9
'
(
S
S
)
469
.
4
3
'
o
f
8
"
S
.
S
.
@
0
.
4
0
%
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
"
W
A
T
E
R
M
A
I
N
STA = 9+28.97T.O.W. = 4841.27
6
'
M
I
N
.
4
8
2
0
4
8
3
0
4
8
4
0
4
8
5
0
4
8
6
0
4
8
7
0
1
8
+
0
0
Elevation482048304840 4850 4860 4870 -1+00
E W
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S
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S
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A
1
A
2
A
3
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4
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5
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6
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7
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1
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2
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1
3
A
1
4
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1
5
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6
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1
7
A
1
8
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9
A
2
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B
1
B
2
B
3
B
4
B
5
B
6
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7
B
8
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9
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1
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B
1
1
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1
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1
3
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1
4
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1
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1
6
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1
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B
1
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1
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C
1
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2
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3
C
4
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5
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6
C
7
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8
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1
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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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7
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1
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1
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E
2
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3
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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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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 5.2
YELLOWSTONE RESORT
REXBURG, IDAHO
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3637383940414243
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4
4
5
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6
4
7
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9
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
1
1
/
1
9
/
2
1
1+002+00
3
+
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4
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0
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+
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6
+
0
0
1+00 4848.764848.762+00 4847.514847.51
3
+
0
0
4847.00
4847.00
4
+
0
0
4847.41
4847.41
5
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0
0
4847.90
4847.90
6
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0
0
4847.36
4847.36
↕
5
.
0
8
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(
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STA: ??? (???, ???)
SSMH-23
RIM: 4847.25
INV IN: 4842.27 - 8" (W)
INV IN: 4842.27 - 8" (E)
INV OUT: 4842.17 - 8" (N)
1
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STA: 4+47.38 (-4.00, L)
SSMH-15
RIM: 4847.59
INV IN: 4841.55 - 8" (S)
INV IN: 4841.45 - 8" (E)
INV OUT: 4841.45 - 8" (N)
↕
6
.
1
5
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(
S
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4
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STA: 4+00.88 (-4.00, L)
SSMH-14
RIM: 4847.36
INV IN: 4841.16 - 8" (W)
INV IN: 4841.26 - 8" (S)
INV OUT: 4841.16 - 8" (N)
↕
6
.
2
1
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(
S
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2
0
2
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0
0
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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
STA: 6+14.88
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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T.O.W. = 4841.11
STA = 5+21.30
T.O.W. = 4841.97
STA = 5+41.13
T.O.W. = 4841.93
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
8
"
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1.5' MIN.
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6' MIN.
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E
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35.2'
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30'24'60'24'
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29.8'
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TOC: 4846.97TOC: 4846.
8
8
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.
2
1
TBC 4849.31TBC 4848.88 TBC 4849.17TBC 4849.41 TBC 4848.63 TBC 4847.64 TBC 4848.12TBC 4847.89
T
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6
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SSMH-8
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SSMH-9
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8" S.S.
8
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.
4846
4
8
4
6
484948494849
45°'
135
°
'
45°'135°'
13.9'
13'
26
'
24
'
13.1'
14'
24
'
26
'
4
8
2
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9
+
0
0
Elevation482048304840 4850 4860 4870 -1+00
E W
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A
1
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2
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3
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4
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6
A
7
A
8
A
9
A
1
0
A
1
1
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A
1
4
A
1
5
A
1
6
A
1
7
A
1
8
A
1
9
A
2
0
B
1
B
2
B
3
B
4
B
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
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1
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5
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6
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7
C
8
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9
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1
0
C
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1
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C
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3
C
1
4
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1
5
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1
7
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8
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1
9
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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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7
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8
D
9
D
1
0
D
1
1
D
1
2
D
1
3
D
1
4
D
1
5
D
1
6
D
1
7
D
1
8
D
1
9
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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
E
7
E
8
E
9
E
1
0
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1
1
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1
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1
3
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1
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0
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1
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C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19
D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19
E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13
F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34
G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 G13
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2 3 4
21
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C.5.11
H
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0 30'60'
SCALE: 1" = 30'
SOUTH 12TH WEST
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SCALE: 1" = 30'
1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO
EDGE OF PAVEMENT OTHERWISE.
SITE PLAN KEYNOTES
INSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1
INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.8.0)
TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIRED
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 5 SHEET C.8.0
INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0
INSTALL 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 NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITY
OF REXBURG STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.8.0
INSTALL TRASH ENCLOSURE PAD PER DETAIL 1 SHEET C.8.0
INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0
ADA SIGN PER DETAIL 3 SHEET C.8.0
INSTALL STOP SIGN PER MUTCD STANDARDS
STRIPING PER MUTCD STANDARDS
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL TYPE III BARRICADE PER ISPWC SD-1132
INSTALL SITE PYLON SIGN, APPROXIMATE LOCATION
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
SHEET NOTES:
PROPOSED SURFACE
EXISTING SURFACE
VICINITY MAP
MISCELLANEOUS KEYNOTES
IRRIGATION CULVERT, SIZE PER PLANSA
WATER KEYNOTES
INSTALL 8" DI WATER MAIN, LENGTH PER PLAN
INSTALL 6" FIRE SERVICE WATER LINE PER CITY OF REXBURG
STANDARDS
INSTALL 4" DOMESTIC WATER SERVICE PER CITY OF REXBURG
STANDARDS
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL FIRE HYDRANT W/ GATE VALVE PER ISPWC SD-404
INSTALL 8" 22.5° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" 90° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" GATE VALVE
INSTALL 8" X 8" TEE
INSTALL 8" X 6" TEE
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
TIE INTO EXISTING 8" WATER MAIN
INSTALL 8" 45° BEND W/ THRUST BLOCK PER ISPWC SD-403
INSTALL 8" X 8" TEE W/ 45° BEND W/ THRUST BLOCK PER STD ISPWC
SD-403
36
37
38
39
40
41
42
43
44
45
46
47
48
49
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER MANHOLE
INSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISPWC
SD-506
INSTALL 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 SLOPE
PER PLANS
INSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501A
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" SANITARY SEWER PLUG
TIE INTO EXISTING 10" SANITARY SEWER LINE
51
52
53
54
55
56
57
58
59
SHEET C.5.7 SHEET C.5.9
C.8.0
10
06
07
07
08
20
12
20
12
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5.MINIM
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L
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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
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3
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N
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F
RV SLIP VOLUME
R
E
Q
U
I
R
E
D
2
2
8
C
F
- COUNT 159 - STORM
V
O
L
U
M
E
R
E
Q
U
I
R
E
D
3
6
,
2
5
2
C
F
RV SLIP INFILTRAT
I
O
N
S
Y
S
T
E
M
V
O
L
U
M
E
P
R
O
V
I
D
E
D
2
4
0
.
0
C
F
- COUNT 159 -TOTAL D
R
A
I
N
A
G
E
P
R
O
V
I
D
E
D
3
8
,
1
6
0
C
F
DESIGN STORM:
1
.
3
I
N
SEDIMENT FACTO
R
:
1
5
%
SUMMARY:STORAGE SYSTEM
:
T
Y
P
I
C
A
L
I
N
F
I
L
T
R
A
T
I
O
N
S
Y
S
T
E
M
STORAGE PROVID
E
D
PER INFILTRATOR
2
4
0
C
F
PER TOTAL (159) I
N
F
I
L
T
R
A
T
O
R
S
3
8
,
1
6
0
C
F
---------------------------
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TOTAL STORAGE
R
E
Q
U
I
R
E
D
:
3
6
,
2
5
2
C
F
TOTAL STORAGE
P
R
O
V
I
D
E
D
:
3
8
,
1
6
0
C
F
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
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11/19/2021
OVERALL DRAINAGE PLAN
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A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 A20
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18
C19
D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18
D19
E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12
E13
F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22
E
W
S
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GRADE
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TOC: 4847.34 TOC: 4847.24TOC: 484
7
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TOC: 4846
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4
TOC: 4847.20 TOC: 4847.10TOC: 4846.88 TOC: 4846.76 TOC: 4847.06 TOC: 4847.01TOC: 4846.73 TOC: 4846.62
0
.
3
%
0
.
3
%
0
.
4
%
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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A
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F
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C
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I
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N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
GRADING PLAN EAST - RV SLIPS
YELLOWSTONE RESORT
REXBURG, IDAHO
2
4
C
.
7
.
1
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:
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:
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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
5
C
.
8
.
0
6"
1
'
-
0
"
C
O
N
C
R
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C
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B
3
/
4
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G
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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"
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SCALE:3C.8.0 TYPICAL HANDICA
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LANDSCAPING TABLE*OVERALL SITE LANDSCAPINGSITE AREA = ###### SFQUALIFYING PARKING AREA = ###### SFSITE INTERIOR LANDSCAPING FOR PARKING PROV. = ###### SFSITE INTERIOR LANDSCAPING FOR PARKING REQ. = ###### SFTOTAL LANDSCAPING = ###### SF (######% OF SITE)TOTAL HARDSCAPE = ###### SF (######% OF SITE)STANDARD PARKING STALL ANALYSISREQUIREMENTSREQUIREDPROVIDEDPARKING STALLS35ADA STALLS2TOTAL37 RIGID PAVEMENT SECTION:THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RI
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SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORD
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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
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TLM
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11/19/2021
RV SLIP DETAILS
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
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
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11/19/2021
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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±22.6 ACPROJECT ACRES±32 AC123451)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR
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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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2194 Snake River Parkway, Suite 205
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(208) 522-1223
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REVISIONS
REV #DATE
DRAWING INFO
DATE
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DRAWN
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WARNING
0 1 2
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
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(208) 522-1223
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11/19/2021
LANDSCAPE PLAN
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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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#
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Idaho Falls, ID 83402
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LANDSCAPE PLAN
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