HomeMy WebLinkAboutINFRASTRUCTURE - 23-00324 - Yellowstone RV - ClubhouseA 101C 101
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A 101G 001
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REVISION:DATE:DESCRIPTION:APPROVED BY:
1.0 5-26-23 Permit Set MTR
G 001 Cover Page
C.4.0 Site Plan
C.4.1 Site Plan
S1.0 General Requirements
S1.1 Typical Details
S1.2 Typical Details
S2.0 CH Foundation
S2.0A BH Foundation
S2.0B Shop Foundation
S2.1 CH Floor Framing
S2.2 CH Roof Framing
S2.2A BH Roof Framing
S2.2B Shop Roof Framing
S3.0 Foundation Details
S4.0 Roof Framing Details
A103 CH Main Floor
A104 Schedules
A105 Roof Plan
A201 Elevations
A202 Elevations
E101 Electrical Plan
A301 BH Main Floor
A302 BH Perspective
A401 Shop Main Floor
A402 Shop Perspective
PLAN INDEX
REYNOLDS DEVELOPMENT
GROUP
CODE ANALYSIS
APPLICABLE CODES:
INTERNATIONAL BUILDING CODE - 2018
INTERNATIONAL MECHANICAL CODE - 2018
INTERNATIONAL PLUMBING CODE - 2018
NATIONAL ELECTRICAL CODE - 2020
INTERNATIONAL FIRE CODE - 2018
CONSTRUCTION TYPE: 5B
OCCUPANCY: B
FOOT PRINT SQUARE FOOTAGE
CLUBHOUSE - 1927 SF
BATHHOUSE - 376 SF
SHOP - 543 SF
PP
E
W
S
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OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
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'
161.5'
1
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'
181.3'
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'
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'
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165.5'
177.5'
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'
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TYP
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'
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6'
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R
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'
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'
R1
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'
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'
R
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'
146'
67'
6'
9
8
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'
6'
R20
'
R
5
'
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9'34.6'5'
27.6'
5
'
41
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'
27'
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7
'
50.7'
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'
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32'
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C.4.0
04
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SN
0 20'40'
SCALE: 1" = 20'
SHEET C.5.3
SHEET C.5.7
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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
INSTALL POWER POLES (BY OTHERS)
INSTALL GRAVEL WALKWAY, WIDTH PER PLANS
01
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SHEET NOTES:
04 04 04 04 04
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09 0913
12
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12
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19
20
20
17
VAN ACCESSIBLE
17
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MISCELLANEOUS KEYNOTES
IRRIGATION CULVERT, SIZE PER PLANS
INSTALL ELECTRICAL POWER BOX. SEE ELECTRICAL PLAN
INSTALL ELECTRICAL TRANSFORMER. SEE ELECTRICAL PLAN
A
B
C
C
PROPOSED CLUBHOUSE
FOOTPRINT ±4848 SF
19
19
12
12
72.7'
12
12
12
5/25/23
E
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G1 G2 G3 G4 G5 G6 G7
5.5%5.5%
1.
7
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1.
7
%
1.
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%
4
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%
1.3
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S0
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484
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4847
4847
4848
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%
0.3%
GRADE
BREAK
TBC: 4848.37
TBC: 4847.79
TBC: 4848.06
TBC: 4848.08
TBC: 4848.11
TBC: 4848.30
TBC: 4848.14
TBC: 4847.64TBC: 4847.63
TBC: 4848.13
TBC: 4848.33
TBC: 4848.13
TBC: 4847.88
TBC: 4848.13
TBC: 4847.56
TBC: 4847.00
TBC: 4846.94
TBC: 4847.38
TOC: 4848.32
TOC: 4848.40
TOC: 4848.22
TOC: 4848.21
TOC: 4848.21
TOC: 4848.21
TOC: 4847.43 TOC: 4846.44
TOC: 4846.53
FG: 4846.88
TOG: 4847.58TOG: 4847.28TOG: 4847.09TOG: 4847.00TOG: 4846.74TOG: 4846.77
TOG: 4847.79
TOC: 4847.61
TOA:4847.63
TOA:4847.61
TOA:4847.64
TOA:4847.61
TOA:4846.83
TBC: 4847.63
TOA:4847.61
0.5%0.5%
TOA:4846.41
TBC: 4846.91
TOC: 4847.30
TOC: 4847.28
TOC: 4848.39
TOC: 4848.39
TBC: 4847.33TBC: 4847.34
TBC: 4847.76
TBC: 4847.72
TOC: 4847.93
TOC: 4847.69
TOC: 4847.68
TOC: 4847.69
TOC: 4847.72
TOC: 4847.99
TOC: 4848.06
TOC: 4848.36
TOC: 4848.27
TOC: 4848.25
TOC: 4848.15
TOC: 4848.10
TOC: 4848.05
TOC: 4847.95
TOC: 4847.35
TOC: 4847.44
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46 TOC: 4847.70
TOC: 4848.39
TOC: 4848.39
TOC: 4848.39
TOC: 4848.39
FG: 4848.46
FFE: 4848.46
TOC: 4848.39FFE: 4848.46
FFE: 4848.46
FG: 4848.46
FG: 4848.46
FG: 4848.46
FFE: 4848.46
FFE: 4848.46
FG: 4848.46
FG: 4848.46
TOC: 4848.39
TOC: 4847.91
TOC: 4848.24
TOC: 4848.39
TOC: 4848.23
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C.4.1
LEGEND
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
FG: FINISH GRADE
TOG: TOP OF GRATE
TOA: TOP OF ASPHALT
-CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
-ALL ELEVATIONS ARE FG
SHEET NOTE
H
O R R O C
K
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G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
SHEET C.5.3
SHEET C.5.7
S
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1
0
PROPOSED CLUBHOUSE
FFE: 4848.46
5/25/23