HomeMy WebLinkAboutREDLINED SITE PLAN - 22-00574 - Barney Self Storage Plus - Bldg 20Author Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Description : Barney Self Storage Plus - Bldg 20
Address : 433 Airport Rd
Application Type :
Document Filename : site plan for other parcel.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
Pg 1 Free text Todd Smith : Broadband Open 1 As per Resolution 2022-07, adopted April 6, 2022, new
development is required to follow standards for the
installation of fiber conduit and distribution boxes. Location
of conduit and distribution boxes need to be identified and
shown on plans.
Pg 1 Callout Stan Crittenden : Fire Open 1 Fire Hydrant needed in this area.
Pg 1 Callout Stan Crittenden : Fire Open 1 Will there be access through this front wall?
# 22-00574
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
As per Resolution 2022-07, adopted April 6, 2022, new development is required to follow standards for the installation of fiber conduit and distribution boxes. Location of
conduit and distribution boxes need to be identified and shown on plans.
Report Date: 09.08.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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25'25'25'25'25'25'25'25'25'25'25'25'
R 30'R 30'R 30'R 30'
R 45'R 45'R 45'R 45'
COUNTY FENCECOUNTY FENCECOUNTY FENCECOUNTY FENCE
PROPOSED DRAIN, TYP.PROPOSED DRAIN, TYP.PROPOSED DRAIN, TYP.PROPOSED DRAIN, TYP.
EXISTING DRAIN, TYPEXISTING DRAIN, TYPEXISTING DRAIN, TYPEXISTING DRAIN, TYP....
PROPOSED PROPOSED PROPOSED PROPOSED ASPHALT*ASPHALT*ASPHALT*ASPHALT*
TEMPORARY RV PARKINGTEMPORARY RV PARKINGTEMPORARY RV PARKINGTEMPORARY RV PARKING
EXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING FIRE HYDRANT
EXISTING WALLEXISTING WALLEXISTING WALLEXISTING WALL EXISTINGEXISTINGEXISTINGEXISTING ASPHALT ASPHALT ASPHALT ASPHALT
EXISTING WALLEXISTING WALLEXISTING WALLEXISTING WALL
SLOPE INDICATORSLOPE INDICATORSLOPE INDICATORSLOPE INDICATOR, TYP., TYP., TYP., TYP.
TEMPORARY RV PARKINGTEMPORARY RV PARKINGTEMPORARY RV PARKINGTEMPORARY RV PARKING
PROPOSED WALLPROPOSED WALLPROPOSED WALLPROPOSED WALL
75' X 100'75' X 100'75' X 100'75' X 100'
BUILDING #BUILDING #BUILDING #BUILDING #13131313
2022202220222022
80' X 100'80' X 100'80' X 100'80' X 100'
BUILDING #BUILDING #BUILDING #BUILDING #12121212
2022202220222022
40' X 100'40' X 100'40' X 100'40' X 100'
BU ILDING #BU ILDING #BU ILDING #BU ILDING #11111111
2022202220222022
75' X 100'75' X 100'75' X 100'75' X 100'
BUILDING #19BUILDING #19BUILDING #19BUILDING #19
2022202220222022
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
80808080' X 100'' X 100'' X 100'' X 100'
BUILDING #18BUILDING #18BUILDING #18BUILDING #18
2022202220222022
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
40' X 100'40' X 100'40' X 100'40' X 100'
BU ILDING #1BUILDING #1BUILDING #1BUILDING #1 7777
2022202220222022
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
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FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
15' X 120'15' X 120'15' X 120'15' X 120'
BUILDING #14BUILDING #14BUILDING #14BUILDING #14 2021202120212021
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FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
40404040' X 1' X 1' X 1' X 1 00000'0'0'0'
BUILDING #1BUILDING #1BUILDING #1BUILDING #1 5555 2021 2021 2021 2021
R V B U I L D I N G 2 0 1 7
R V B U I L D I N G 2 0 1 7
R V B U I L D I N G 2 0 1 7
R V B U I L D I N G 2 0 1 7
AGAGAGAG
BUIL DINGBUILDINGBUILDINGBUILDING
80' X 180' X 180' X 180' X 1 55550'0'0'0'
BUILDING #23BUILDING #23BUILDING #23BUILDING #23
2023/242023/242023/242023/24
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
20' X 80'20' X 80'20' X 80'20' X 80'
BUILDING #BUILDING #BUILDING #BUILDING #26262626
2023/242023/242023/242023/24
80' X 180' X 180' X 180' X 1 55550'0'0'0'
BUILDING #22BUILDING #22BUILDING #22BUILDING #22
2023202320232023
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
40' X 150'40' X 150'40' X 150'40' X 150'
BUILDING #21BUILDING #21BUILDING #21BUILDING #21
2022022022022222
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
40' X 150'40' X 150'40' X 150'40' X 150'
BU ILDING #20BUILDING #20BUILDING #20BUILDING #20
2022202220222022
FIN. ELEV:FIN. ELEV:FIN. ELEV:FIN. ELEV:
4853.3 ± 0.24853.3 ± 0.24853.3 ± 0.24853.3 ± 0.2
20' X 80'20' X 80'20' X 80'20' X 80'
BUILDI NG #25BUILDING #25BUILDING #25BUILDING #25
2023/242023/242023/242023/24
20' X 100'20' X 100'20' X 100'20' X 100'
BUILDING #2BUILDING #2BUILDING #2BUILDING #2 4444
2023/242023/242023/242023/24
689'689'689'689'
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666694'94'94'94'
BARNEY DELL RAYBARNEY DELL RAYBARNEY DELL RAYBARNEY DELL RAY
PARCEL #:PARCEL #:PARCEL #:PARCEL #:
RPR6N39E244205RPR6N39E244205RPR6N39E244205RPR6N39E244205
5.64 ACRES5.64 ACRES5.64 ACRES5.64 ACRES
TAX 6404TAX 6404TAX 6404TAX 6404
06N39E SEC 2406N39E SEC 2406N39E SEC 2406N39E SEC 24
REXBURG, IDREXBURG, IDREXBURG, IDREXBURG, ID
A I R P O R T R
A I R P O R T R
A I R P O R T R
A I R P O R T R O A O A O A O A D D D D
H W Y 2 0
H W Y 2 0
H W Y 2 0
H W Y 2 0
SIZE MAY VARYSIZE MAY VARYSIZE MAY VARYSIZE MAY VARY
*PROPOSED ASPHALT
PAVING TO COMMENCE ONCE
OI L PRICES HAVE STABILIZED
"B" DIA
"A" DIA
4" (100mm)
6" (150mm)
"A" DIA
48" (1220mm)
72" (1830mm)
INSPECTION PORT
6" (150mm)
"B" DIA
53" (1345mm)
78" (1980mm)
UTILITY ANCHOR
(1) REQ'D IN 53" DIA. LID
WEIGHT
1,445# (655kg)
2,125# (965kg)
5" (130mm) DIA
KNOCKOUT
3'-0"
3"
"C" WEIGHT
755# (340kg)
2,445# (1,110kg)
"C"
UTILITY ANCHOR
(3) REQ'D IN 78" DIA LID
PERFORATIONS
( 1 1/2" DIA. ON 1'-0" CENTER )
METRIC EQUIVALENTS (SHOWN IN PARENTHESIS) ARE ROUNDED TO NEAREST 5mm OR 5kg.
PERFORATIONS ARE SPACED AT APPROX. 12" (305mm) IN BOTH DIRECTIONS.
NORMAL HEIGHT IS 6'-0" (1830mm), (2 SECTIONS).
PERFORATIONS ARE 1 1/2" (40mm) IN DIAMETER.
4.
3.
1.
2.
NOTES:
Copyright
Manholes 48" & 72" Seepage Pit & Lid
Stack Assembly
ISO View
2011
OPENINGS MAY BE SIZED AND LOCATED AS REQUIRED.
MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478.
2.
1.
NOTES:
DETAIL "J"
SEALANT
CONE OPTIONS
RING &
COVER
RINGS
GRADE
BASE
RISER
RISER
BASE
INVERT
TYPE
AS REQ'D
48" MANHOLE - ISOMETRIC VIEW
FLAT LID OPTIONS
(3' ECCENTRIC CONE)
(2' CONCENTRIC CONE)
(24" DIA. ACCESS OFFSET)
(24" DIA. ACCESS CENTERED)
( CUTOUT IN BASE, RISER, LID & CONE FOR VISUAL CLARIFICATION )
NOTE:
STACKING COMBINATIONS ARE AVAILABLE TO BETTER
MEET OVERALL STACK HEIGHT.
Copyright
Manholes 48" Dia. Manhole
Stack Assembly
ISO View
2011
REXBURGREXBURGREXBURGREXBURG
PROJECT LOCATIONPROJECT LOCATIONPROJECT LOCATIONPROJECT LOCATION
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1" = 30'1" = 30'1" = 30'1" = 30'
2 VICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAP
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:
1111.... SOUTH FORK DESIGN GROUP DOES NOT PROVIDESOUTH FORK DESIGN GROUP DOES NOT PROVIDESOUTH FORK DESIGN GROUP DOES NOT PROVIDESOUTH FORK DESIGN GROUP DOES NOT PROVIDE
SURVEYINGSURVEYINGSURVEYINGSURVEYING, , , , CIVIL ENGINEERING OR GEO TECHNICALCIVIL ENGINEERING OR GEO TECHNICALCIVIL ENGINEERING OR GEO TECHNICALCIVIL ENGINEERING OR GEO TECHNICAL
ENGINEERINGENGINEERINGENGINEERINGENGINEERING. . . . IT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THE
OWNEROWNEROWNEROWNER////CONTRACTOR TO ACQUIRE THESE SERVICES IFCONTRACTOR TO ACQUIRE THESE SERVICES IFCONTRACTOR TO ACQUIRE THESE SERVICES IFCONTRACTOR TO ACQUIRE THESE SERVICES IF
APPLICABLEAPPLICABLEAPPLICABLEAPPLICABLE.... FINAL PLACEMENT OF STRUCTURE IS THEFINAL PLACEMENT OF STRUCTURE IS THEFINAL PLACEMENT OF STRUCTURE IS THEFINAL PLACEMENT OF STRUCTURE IS THE
RESPONSIBILITY OF THE OWNERRESPONSIBILITY OF THE OWNERRESPONSIBILITY OF THE OWNERRESPONSIBILITY OF THE OWNER////CONTRACTORCONTRACTORCONTRACTORCONTRACTOR....
2222.... UUUU....NNNN....OOOO. . . . THE SITE PLAN IS BASED ON MEASUREMENTSTHE SITE PLAN IS BASED ON MEASUREMENTSTHE SITE PLAN IS BASED ON MEASUREMENTSTHE SITE PLAN IS BASED ON MEASUREMENTS
OBTAINED FROM PUBLIC RECORD DOCUMENTS OR GISOBTAINED FROM PUBLIC RECORD DOCUMENTS OR GISOBTAINED FROM PUBLIC RECORD DOCUMENTS OR GISOBTAINED FROM PUBLIC RECORD DOCUMENTS OR GIS
SYSTEM INFORMATION AND MAY NOT BE EXACTSYSTEM INFORMATION AND MAY NOT BE EXACTSYSTEM INFORMATION AND MAY NOT BE EXACTSYSTEM INFORMATION AND MAY NOT BE EXACT....
3333.... IT IS THE OWNERSIT IS THE OWNERSIT IS THE OWNERSIT IS THE OWNERS////CONTRACTORS RESPONSIBILITY TOCONTRACTORS RESPONSIBILITY TOCONTRACTORS RESPONSIBILITY TOCONTRACTORS RESPONSIBILITY TO
OBTAIN NECESSARY SURVEY DATAOBTAIN NECESSARY SURVEY DATAOBTAIN NECESSARY SURVEY DATAOBTAIN NECESSARY SURVEY DATA, , , , INCLUDINGINCLUDINGINCLUDINGINCLUDING
TOPOGRAPHICAL INFORMATIONTOPOGRAPHICAL INFORMATIONTOPOGRAPHICAL INFORMATIONTOPOGRAPHICAL INFORMATION
4444.... LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THELOCATION OF UTILITIES SHOULD BE CONFIRMED BY THELOCATION OF UTILITIES SHOULD BE CONFIRMED BY THELOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE
CONTRACTOR PRIOR TO EXCAVATIONCONTRACTOR PRIOR TO EXCAVATIONCONTRACTOR PRIOR TO EXCAVATIONCONTRACTOR PRIOR TO EXCAVATION
5555.... WHERE SEPTIC ANDWHERE SEPTIC ANDWHERE SEPTIC ANDWHERE SEPTIC AND////OR FRESH WATER WELLS AREOR FRESH WATER WELLS AREOR FRESH WATER WELLS AREOR FRESH WATER WELLS ARE
NECESSARYNECESSARYNECESSARYNECESSARY, , , , PERMITS AND LOCATION SHOULD BEPERMITS AND LOCATION SHOULD BEPERMITS AND LOCATION SHOULD BEPERMITS AND LOCATION SHOULD BE
OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONOBTAINED FROM THE AUTHORITY HAVING JURISDICTIONOBTAINED FROM THE AUTHORITY HAVING JURISDICTIONOBTAINED FROM THE AUTHORITY HAVING JURISDICTION
((((TYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPT))))
6666.... INDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTIC, , , , WELLWELLWELLWELL, , , , ANDANDANDAND////OROROROR
UTILITIES ARE ASSUMED OR SUGGESTED AND SHOULDUTILITIES ARE ASSUMED OR SUGGESTED AND SHOULDUTILITIES ARE ASSUMED OR SUGGESTED AND SHOULDUTILITIES ARE ASSUMED OR SUGGESTED AND SHOULD
BE VERIFIED AND APPROVED BY THE OWNERBE VERIFIED AND APPROVED BY THE OWNERBE VERIFIED AND APPROVED BY THE OWNERBE VERIFIED AND APPROVED BY THE OWNER////CONTRACTORCONTRACTORCONTRACTORCONTRACTOR
AND THE AUTHORITY HAVING JURISDICTIONAND THE AUTHORITY HAVING JURISDICTIONAND THE AUTHORITY HAVING JURISDICTIONAND THE AUTHORITY HAVING JURISDICTION
SELF STORAGE PLUSSELF STORAGE PLUSSELF STORAGE PLUSSELF STORAGE PLUS
UPDATED SITE PLAN 8-4-2022UPDATED SITE PLAN 8-4-2022UPDATED SITE PLAN 8-4-2022UPDATED SITE PLAN 8-4-2022
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As per Resolution 2022-07, adopted April 6, 2022, new
development is required to follow standards for the
installation of fiber conduit and distribution boxes.
Location of conduit and distribution boxes need to be
identified and shown on plans.
Will there be access
through this front wall?
Fire Hydrant needed in
this area.