HomeMy WebLinkAboutREDLINED PLANS - 23-00431 - BYUI Taylor/Benson - Parking ReplacementAuthor Name Author Email Author Phone No.:
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
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : BYUI Taylor/Benson - Parking Replacement
Address : 538 S 2nd E
Application Type :
Document Filename : 2023.005 Asphalt Replacement SWL 5 25 23.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 Callout Stan Crittenden : Fire Open 1 Project description talks of removing the existing approach
and installing two new approaches. Only the lighting plan
shows this.
Pg 4 Callout Stan Crittenden : Fire Open 4 Lighting plan shows approach installed in this location?
Pg 4 Callout Stan Crittenden : Fire Open 4 Lighting plan shows approach in this area?
# 23-00431
Commercial Accessory Structure
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 07.17.2023
Approval of plans does not constitute approval of variance from code
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SIGNATURES:
CALL BEFORE YOU DIG!
DIGLINE INC.
DIAL 811 OR TOLL FREE
1-800-342-1585
PROJECT DESCRIPTION:
REMOVE AND REPLACE THE EXISTING ASPHALT, BASE COURSE AND
SUBGRADE MATERIALS IN THE PARKING AREAS BETWEEN THE
TAYLOR AND BENSON BUILDINGS AT BYU-IDAHO. REMOVE EXISTING
STREET APPROACH (W. CAMPUS STREET) AND CONSTRUCT TWO
NEW APPROACHES LOCATED AT THE NORTH AND SOUTH OF THE
CURRENT APPROACH.
BYU-IDAHO
ASPHALT REPLACEMENT
BENSON-TAYLOR PARKING LOTS
REXBURG, IDAHO
TAYLOR
BUILDING
BENSONAUSTIN
KIMBALL
RIGBYBIDDULPH
W. VIKING DRIVE
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W. CAMPUS STREET
BYU-IDAHO CENTER
TAYLOR QUAD
THOMAS E.
RICKS GARDENS
SHEET. 1 - COVER SHEET, VICINITY MAP
SHEET. 2 - EXISTING SITE
SHEET. 3 - DEMO PLAN
SHEET. 4 - PROPOSED SITE
SHEET. 5 - GRADING PLAN
SHEET. 6 - LIGHTING PLAN
SHEET. 7 - STRIPING PLAN
SHEET. 8 - DETAILS
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30'30'60'
30'
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PARKING SPACES:
TAYLOR: 77
BENSON: 93
STREET: 33
TOTAL: 203
PROPOSED/EXISTING SIGN49.00PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
EXISTING LIGHT POLE
EXISTING WALK
TREE
PROPOSED/EXISTING MANHOLE
FIBER OPTIC LINE
SANITARY SEWER
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STEAM
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GAS
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PROPOSED/EXISTING VALVE
EXISTING LIGHT POLE
EXISTING WALK
TREE
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SANITARY SEWER
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STEAM
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GAS
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PARKING SPACES:
TAYLOR/BENSON: 180
STREET: 32
TOTAL: 212
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TREE
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PARKING SPACES:
TAYLOR/BENSON: 180
STREET: 32
TOTAL: 212
ASPHALT PAVEMENT SECTION DETAIL
N T S
CURB & GUTTER SECTION
N T S
PARKING
9'
N.T.S.
9'9'
PARKING
HANDICAP ACCESSIBILITY DETAIL
ONLY
ONLY
PARKING
ONLY
SLOPE 2%
CONC. WALK
VARIES
CRUSHED BASE
SIDEWALK DETAIL
NO SCALE
In Non-Extruded Curb
3 #4 Rebars Evenly Spaced
.....6".
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..........
...
.....
...
6"
...
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..
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....
1:1
.....
.............
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......
...
.........
#4 Rebar 18" on Center
Both Ways
See Note #1
...........
1/4"/Ft. ± Slope
See Note 3
Sidewalk
Slope As Required
Utility Strip
Var.
...................
R/W Line
Transition
3'-0"
Utility Strip
Sidewalk
Back of Walk
Section
Driveway
Fully Depressed
Width
Dr
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w
a
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Transition
3'-0"
Utility Strip
Va
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Transition Slope
1/2" Preformed
Expansion Joint Filler
LC
Expansion Joint Filler
1/2" Preformed
Se
e
N
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t
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3
Sidewalk
TYPICAL VALLEY GUTTER
2-#5 BARS CONT.
N T S
6"
TYP.
TY
P
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4"
2-
1
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2
"
3'-0"
6" OF 3/4"
CRUSHED GRAVEL
8"
LOW BACK CURB AND GUTTER SECTION
30"
ASPHALT OR
CONCRETE PAVING
5"
FINISH GRADE
3/4" RADIUS
TOOLED EDGE
SEE NOTE 2
PREPARED SUBGRADE
6" MIN.
AGGREGATE BASE
8
1
/
2
"
CONCRETE CURB
AND GUTTER
3/4"
RADIUS
4"
1/4" LIP
8 OUNCE
GEOTEXTILE FABRIC
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