HomeMy WebLinkAboutSITE PLAN REVISIONS - 21-00725 - Iron Horse RV - Interior FinishAuthor Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Iron Horse RV - Interior Finish
Address : 1076 S 12th W
Application Type :
Document Filename : INFRASTRUCTURE & LANDSCAPE PLAN - 21-00725 - Iron Horse RV - 1076 S 12th W - Interior Finish.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.3.4 SITE PLAN
DETAILS
Free text Joel Gray : PW Open 10 How is the RV Dump site to be secured?
Locked? Pay to use?
# 21-00725
Commercial - Remodel
Panic Hardware shall be installed as per IBC Section 1010.1.10
Report Date: 10.04.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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IBC 1010.1.10 requires panic hardware for group A and E occupancies with an occupant load of 50 or more. Our occupancy type
per the title sheet is B, S-1 and M. This requirement is therefore not applicable.
The RV Dump will be fenced with locked gates.
H:\!2020\ID-2676-2009 BV University Blvd. Surveys\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - C.1.0_COVER SHEET - 6/30/2021 01:46pm, tyler.melander
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REVISIONS
DESCRIPTIONBYDATEREV
2194 Snake River Parkway
Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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UTAH
CANADA
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BOUNDARY
BONNER
KOOTENAI
SHOSHONE
BENEWAH
LATAH
CLEARWATER
NEZ PERCE
LEWIS
IDAHO
ADAMS
WASHINGTON
VALLEY
LEMHI
CUSTER
CLARK
FREMONT
BOISEGEM
PAYETTE
BLAINE
CAMAS
ELMOREADA
CANYON
OWYHEE
BUTTE
LINCOLNGOODING
JEROME
TWIN FALLS CASSIA
MINIDOKA
POWER
ONEIDA
BANNOCK
CARIBOU
FRANKLIN
BEAR LAKE
BINGHAM
BONNEVILLE
JEFFERSON MADISON TETON
NEVADA
STATE MAP
VICINITY MAP
PROJECT SITE
University Blvd
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ENGINEER:
HORROCKS ENGINEERS
Know what's below.
Call before you dig.
R
SITE PLAN
FOR
BV IRON HORSE I
CITY OF REXBURG, IDAHO
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CONTACT: LEITH SHEETS, PE
OWNER/APPLICANT:
IRON HORSE I PROPERTIES LLC,
2194 SNAKE RIVER PARKWAY, ST 300
Idaho Falls, ID 83402
(208) 523-3794
CONTACT: TANA BARNEY
BASIS OF BEARING:
CENTRAL MERIDIAN OF THE EAST ZONE OF THE
IDAHO STATE PLANE COORDINATE SYSTEM
University Blvd
Burton Oil Rd.
UTILITIES:
POWER- ROCKY MOUNTAIN POWER
GAS- INTERMOUNTAIN GAS
SEWER- CITY OF REXBURG
WATER- CITY OF REXBURG
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SHEET INDEX
PAGE #SHEET #SHEET TITLE
1 C.1.0 COVER SHEET
2 C.1.1 GENERAL NOTES
3 C.1.2 LEGEND
4 C.1.3 FINAL PLAT
5 C.2.0 EXISTING CONDITIONS & DEMOLITION
6 C.3.0 OVERALL SITE PLAN & KEY MAP
7 C.3.1 SITE PLAN - NORTH
8 C.3.2 SITE PLAN - CENTRAL
9 C.3.3 SITE PLAN - SOUTH
10 C.3.4 DETAILS
11 C.4.0 OVERALL GRADING PLAN
12 C.4.1 GRADING PLAN - NORTH
13 C.4.2 GRADING PLAN - CENTRAL
14 C.4.3 GRADING PLAN SOUTH
15 C.5.0 OVERALL UTILITY & DRAINAGE PLAN
16 C.5.1 UTILITY & DRAINAGE PLAN DETAILS
17 C.5.2 12TH NORTH - PLAN AND PROFILE
18 C.5.3 12TH SOUTH - PLAN AND PROFILE
19 C.5.4 UNIVERSITY BLVD - PLAN AND PROFILE
20 C.5.5 UNIVERSITY DITCH - PLAN AND PROFILE
21 C.5.6 PRIVATE DRIVE 1 - PLAN AND PROFILE
22 C.5.7 PRIVATE DRIVE 2 - PLAN AND PROFILE
23 C.5.8 SITE DRAINAGE PLAN
24 C.6.0 EROSION CONTROL
25 E.0.0 ELECTRICAL COVER SHEET
26 E.1.0 OVERALL PLAN
27 E.1.1 TRENCHING PLAN NORTH
28 E.1.2 TRENCHING PLAN CENTRAL
29 E.1.3 TRENCHING PLAN SOUTH
30 E.1.4 TRENCHING DETAILS
31 E.2.0 UTILITY PAD DETAILS
32 E.3.0 SITE LIGHTING PLAN
33 E.3.1 SITE PHOTOMETRIC PLAN
34 E.4.0 SITE ELECTRICAL DETAILS
35 E.5.0 POWER PEDESTAL PAD DETAIL
36 L.1.0 LANDSCAPE PLAN
CP#BENCHMARK:
CP#1
ELEV:4850.73
N:779480.3333
E:748423.1904
FOUND: BC
CP#4
ELEV:4849.60
N:776863.8415
E:748441.7228
FOUND: BC
CP#11
ELEV:4851.08
N:778147.1417
E:748475.8091
FOUND: IR-5
CP#12
ELEV:4846.35
N:779476.6393
E:745794.2787
FOUND: IR-5
- VERTICAL CONTROL DATUM BASED ON NAVD88
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C.3.4
6" CURB
4" CONCRETE PAD
6" CURB
WATER TOWER
SEE DETAIL THIS SHEETHATCH
SEE DETAIL THIS SHEET
6" THICK CONCRETE
TROWEL SMOOTH
A
PLAN
SLOPE TO DRAIN -
1/4" PER FOOT MINIMUM
B: SEE DETAIL THIS SHEETB
SIGN "A"
SEE DETAIL
THIS SHEET
SIGN "B"
SEE DETAIL
THIS SHEET
A
1'5' 6"
MIN
4'
1'3'
8'8'
4'
2'
CONCRETE APRON
THE DUMP STATION MUST BE KEPT CLEAN AND FREE FROM DEBRIS AT ALL TIMES. THE SANITARY DUMPING STATION
MUST HAVE THE FOLLOWING FEATURES.
1.A SLOPED CONCRETE APRON WITH A DRAIN AT LEAST FOUR INCHES IN DIAMETER AT THE LOW POINT NEAR THE
CENTER OF THE PAD.
2.A TIGHT-FITTING, SELF-CLOSING DRAIN COVER (TO PREVENT THE ESCAPE OF ODORS) EQUIPPED WITH A FOOT
OPERATED ATTACHMENT OR SIMILAR DEVICE, TO OPEN THE DRAIN COVER WITHOUT DIRECTLY CONTACTING WASTE
MATERIAL.
3.AN APPROVED WATER OUTLET OR HYDRANT ADJACENT TO THE DUMPING STATION FOR FLUSHING DOWN THE DRAIN
PAD AFTER USE.
4.AN APPROVED ATMOSPHERIC VACUUM BREAKER ATTACHED TO THE WATER OUTLET TO PREVENT POSSIBLE
BACK-SIPHONAGE INTO THE WATER SUPPLY SYSTEM. THE VACUUM BREAKER MUST BE INSTALLED DOWNSTREAM
FROM THE SHUTOFF VALVE AND AT THE HIGHEST POINT.
5.AN ADEQUATE LENGTH OF FLEXIBLE HOSE FOR FLUSHING THE CONCRETE APRON AND DRAIN. A MEANS MUST BE
PROVIDED TO RETRACT THE HOSE WHEN NOT IN USE SO IT DOES NOT CONTACT THE CONCRETE PAD OR REST ON
THE GROUND SURFACE.
6.THE SANITARY DUMPING STATION MUST BE LOCATED AT LEAST 100 FEET FROM ANY WATER SUPPLY WELL OR OPEN
CHANNEL. THE DUMPING STATION AND ASSOCIATED WATER OUTLET MUST BE AT LEAST 50 FEET FROM ANY POTABLE
WATER OUTLET.
7.A SIGN MUST BE POSTED AT THE SANITARY DUMPING STATION STATING THAT THE ADJACENT WATER OUTLET IS
"UNSAFE FOR DRINKING".
8.WATER AT THE DUMPING STATION DRAIN MUST DISCHARGE TO AN APPROVED WASTEWATER DISPOSAL SYSTEM.
9.A PIN IS TO BE INSTALLED IN THE SEWER DUMP PIPE TO PREVENT RV SEWER HOSES FROM ENTERING SEWER
SYSTEM.
SLOPE
SLO
P
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SLOPE
SLO
P
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SLOPE
SLOPE
1
%
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45 DEGREE RETURN AT
END, TYP. BOTH SIDES
8"W x 12"H CONCRETE CURB
SPLITFACE CMU WALL
COLOR BY OWNER
26'-8"
25'-4"
24'-0"
9'
-
4
"
8'
-
0
"
4.5'
6"
LANDSCAPE AREA
(SEE SITE PLAN)
LANDSCAPE AREA
(SEE SITE PLAN)
1
%
G
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1'
-
0
"
SCALE:
8
C.3.4
TRASH ENCLOSURE PLAN
NTS
SCALE:
9
C.3.4
TRASH PIPE BOLLARD
NTS
VA
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3'
M
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"
1
3
/
8
"
3"
M
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9"9"
SMOOTH SLOPED
MORTAR CAP PAINTED
ASPHALT PAVEMENT
OR CONCRETE WHERE
OCCURS SEE PLAN
6" DIA. STANDARD STEEL
PIPE FILLED WITH CONCRETE
AND PAINTED TO MATCH CMU
18" DIA. CONCRETE
FOOTING
(2) #6 BARS 12" LONG
EACH WAY WELD TO PIPE
4'
20'
TRASH PAD CONCRETE DETAIL SEE SHEET C.3.1 DETAIL 6
SCALE:
10
C.3.4
TRASH SCREEN SECTION
NTS
3'
8"
FINISH GRADE
6'
6" CONCRETE SLAB
OVER 4" AGGREGATE.
REINF. WITH #4 @ 18"
O.C. EACH WAY
(CENTERED IN SLAB)
SLOPE TO FRONT
1'
1/2" EXPANSION JOINT
(2) #5 BARS - CONTINUOUS
8"
(1) #5 BAR @ 24" O.C. - VERT.
8" SPLIT FACE CMU FINISH
TO MATCH BUILDING
CONC. CAP ROUNDED
2'
1'
(4) #5 BARS - CONTINUOUS
N.I.C.
(4) #5 BARS
CONTINUOUS
SEE PLAN FOR OPENING ORIENTATION
TYPICAL HANDICAP SIGN DETAIL
NTSC.3.4
2
CAP TOP OF POST
3/5"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
6'
-
0
"
3"
15
"
6"
12"
BLUE BACKGROUND W/
WHITE SYMBOL AND
LETTERING
PROVIDE SIGN THAT
IDENTIFIES ALL VAN
ACCESSIBLE STALLS.
REFER TO PLAN FOR
LOCATIONS
NOTE: TOP OF POST TO BE
CUT 1/2" BELOW TOP OF SIGN
3/4" GRAVEL ROAD BASE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.
0
'
0.
5
'
0.
5
'
2''±
4''
1.5'
0.5'
FLAT PAN CURB & GUTTER1
C.3.4
1'
P/L
SCALE:
3
C.3.4
100' MINOR ARTERIAL STREET TYPICAL SECTION 5
NTS
50' R.O.W.
5' SIDEWALK 10'LANDSCAPE/UTILITY 70' BACK-TO-BACK
4" ASPHALT PAVEMENT
6" - 3/4 AGG BASE
20" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW AND UP SIDES
2.5' STANDARD
CURB & GUTTER
(CITY OF REXBURG SD 3)
2.0%2.0%
4" CONC. SIDEWALK (TYP)
SEALCOAT
4" - 3 4" COMPACTED AGG
BASE (TYP)
C/L
VARIES
2.5'
TYP
10' EASEMENT
34'
2.0%
4:1 4:1
3" MODERATE DUTY PAVEMENT
6" CRUSHED AGG BASE
14" STRUCTURAL SUBBASE
NOT REQUIRED
SCALE:
5
C.3.4
34' DRIVE ISLE
NTSSCALE:
4
C.3.4
40' DRIVE ISLE
NTS
40' EOP TO EOP
3" ASPHALT PAVEMENT
6" CRUSHED AGG BASE
14" STRUCTURAL SUBBASE
NOT REQUIRED
2.0%2.0%CHIPSEAL
C/L
20'20'
WELDED WIRE FABRIC
SECTION
3,000 PSI CONCRETE
WELDED WIRE FABRIC
6"
2"
PLAN
6"
SEE PLAN
CONCRETE DUMPSTER PAD DETAIL
NTS
4" TYPE I
CRUSHED AGGREGATE
SE
E
P
L
A
N
6
C.3.4 SCALE:
7
C.3.4
RIBBON CURB DETAIL
NTS
07/09/21
How is the RV Dump site to be secured?
Locked? Pay to use?