HomeMy WebLinkAboutREDLINED COMBINED PLANS - 21-00488 - Denny's - New Commercial BldgAuthor Name Author Email Author Phone No.:
Bret Stoddard brets@rexburg.org 208-372-2171
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Don Allen Don.Allen@rexburg.org 208-372-2174
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Denny's - New Commercial Bldg
Address : 585 N 2nd E
Application Type :
Document Filename : full Dennys Rexburg set.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
100 T1.0 title
sheet
Free text Cody Jones : Building Open 1 with sprinkler system
100 T1.0 title
sheet
Free text Cody Jones : Building Open 1 Building will be located in flood zone, will need flood
certificate.
101 T1.1
occupancy plan
Free text Cody Jones : Building Open 2 Seating at tables, counters, and work areas comply with IBC
section 1109.11
300 A1.0 floor
plan
Free text Cody Jones : Building Open 9 Glass and glazing will need to meet requirements of Chapter
24.
304 A2.1 ceiling
details
Free text Cody Jones : Building Open 13 Ceiling to be built to manufacturers specifications.
305 A3.0 roof
plan
Free text Cody Jones : Building Open 14 Roof and roof fire classification?
# 21-00488
New Commercial Building
Report Date: 08.11.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 3
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
309 A5.0 building
sections
Free text Cody Jones : Building Open 18 All other concealed areas need to be fireblocked/draftsopped
if any.
314 A8.0 door
schedule
Free text Cody Jones : Building Open 23 Panic hardware to be installed on Egress doors, or required
signage.
502 S1.2
structural details
Free text Cody Jones : Building Open 34 Damp proofing/waterproofing shall comply with IBC 1803
502 S1.2
structural details
Free text Cody Jones : Building Open 34 Site grading needs to meet requirements of IBC 1804.4
800 E0.1 fire
alarm and
symbol legends
Comment Bret Stoddard :
Electrical
Open 57 Fire Alarm System must include voltage drop calculations,
specifications for devices etc., operation matrix, and full fire
alarm set of plans. Deferred submittals are acceptable.
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 14
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 28
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 8
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 19
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 7
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 76 Parking stalls
200 C01 site
utility plan
Callout Kyle Baldwin : P&Z Open 5 Current location does not work for current garbage trucks.
They are right hand pickup only
200 C01 site
utility plan
Callout Kyle Baldwin : P&Z Open 5 Full width driveway required for forecode (24')
200 C01 site
utility plan
Free text Kyle Baldwin : P&Z Open 5 Please include:
Landscape Plan (see section 3.04.060,5,c)
Sidewalk connectivity to public sidewalks (see section
6.00.090,B)
Snow storage areas (see section 3.04.060,4)
Permissible lot coverage (see section 6.01.090)
Central Features and Community Spaces (6.00.040)
200 C01 site
utility plan
Callout Joel Gray : PW Open 5 Sidewalk must be ADA Compliant.
200 C01 site
utility plan
Callout Joel Gray : PW Open 5 Abandon existing service at main line.
200 C01 site
utility plan
Callout Joel Gray : PW Open 5 Sampling manhole required.
Report Date: 08.11.2021
Approval of plans does not constitute approval of variance from code
Page 2 of 3
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
200 C01 site
utility plan
Callout Joel Gray : PW Open 5 Gates must open 180 degrees.
Report Date: 08.11.2021
Approval of plans does not constitute approval of variance from code
Page 3 of 3
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01 EXIST. SANITARY SEWER
02 EXIST. SANITARY SEWER MANHOLE
03 EXIST. WATER LINE
04 EXIST. FIRE HYDRANT
05 EXIST. WATER VALVE
06 EXIST. WATER METER & SERVICE LINE,
ABANDON IN PLACE
07 EXIST. LIGHT POLE, RETAIN & PROTECT
08 EXIST. POWER POLE, RETAIN & PROTECT
09 EXIST. TRANSFORMER, RETAIN & PROTECT
10 NEW BUILDING; RE: ARCH PLANS
11 NEW 4" SANITARY SEWER SERVICE; RE: MECH
PLANS FOR CONNECTION
12 NEW 4" TRAFFIC RATED SEWER CLEANOUT
13 1500 GALLON TRAFFIC RATED GREASE TRAP
14 NEW INLET BOX; RE: B5/SHEET C-04
15 NEW 4' CONCRETE CROSS DRAIN; RE: CITY OF
REXBURG STANDARD DRAWING 7
16 NEW FLAT CURB & GUTTER; RE: A1/SHEET C-04
17 NEW COMBINATION CURB & SIDEWALK;
RE: A4/SHEET C-04
18 NEW SIDEWALK; RE: A3/SHEET C-04
19 NEW ADA RAMP; RE: B3/SHEET C-04
20 4" YELLOW PAVEMENT MARKING
21 ASPHALT PAVEMENT; RE: C1/SHEET C-04
22 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH
PLANS
23 ADA PARKING PAVEMENT MARKINGS
24 12" PVC STORM DRAIN
25 EXIST. SIDEWALK, RETAIN & PROTECT
26 RADIO READ 2-INCH WATER METER; RE: CITY OF
REXBURG STANDARD DRAWING 14
27 REMOVE EXIST. PAVEMENT
28 NEW SIGN; RE: ARCH PLANS
29 NEW LIGHT; RE: ELECT SITE PLAN
30 NEW TRANSFORMER; RE: ELECT SITE PLAN
31 1" POLY IRRIGATION WATER SERVICE w/
APPROVED BACK-FLOW PREVENTOR
32 NEW STORMTECH MC-3500 CHAMBERS, 17 REQ'D
(1 ROW OF 9, 1 ROW OF 8)
33 NEW STORM DRAIN MANHOLE; RE: ISPWC SD-501
34 2" POLY DOMESTIC WATER LINE
35 SADDLE TAP EXIST. SEWER LINE
36 6-INCH CLASS 51 D.I. FIRE WATER LINE
37 8" x 6" HOT TAP WITH 6" GATE VALVE
38 2" GATE VALVE
CONSTRUCTION KEYNOTES
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
20'
402020
DIAL 811 OR TOLL FREE AT 1-800-342-1585
Know what's
Call before you dig.
below.
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THIS SITE PLAN CONFORMS TO AN ACTUAL
SURVEY THAT WAS PERFORMED ON THE
GROUND BY A LICENSED LAND SURVEYOR IN
AND FOR THE STATE OF IDAHO. IT IS THE
OWNER’S RESPONSIBILITY TO CONSTRUCT ALL
STRUCTURES SHOWN ON THIS SITE PLAN IN
ACCORDANCE WITH SAID SURVEY.
BASIS OF BEARING
HORIZONTAl - NORTH 2nd EAST CHURCH
SUBDIVISION
PROJECT BENCHMARK
POINT NO. 1
SET MAG NAIL
ELEV.=4868.16
NGVD 1929 RM 3 ELEV=4651.1
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
C (weighted)= 0.83
INTENSITY (i)= 0.9 in/hr
AREA (A)= 1.14 acres
Q = CiA = 0.85 cfs
T (Storm Duration)= 1 hr = 3600 seconds
V = CiAT = 3,071 cu. ft.
SITE STORM WATER RETENTION REQ'D - 3,071 cu. ft.
POND STORAGE PROV'D -3,229 cu. ft.
01
STORMWATER NOTE
SURVEY NOTE
02
03
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GRATE - 4865.00
INV. - 4862.00
CB-2
GRATE - 4865.50
INV. - 4861.75
110 LF @ 0.82%
CB-3
GRATE - 4863.85
INV. - 4860.85
68 LF @ 0.44%
CB-4
GRATE - 4863.55
INV. - 4860.55
SDMH-1
RIM - 4863.93
INV. IN - 4860.51
24" INV. OUT (CHAMBERS ROW) - 4858.00
24" INV. OUT (ISOLATOR ROW) - 4857.50
SUMP ELEV. - 4856.50
20 TYP
TOP OF CHAMBERS - 4861.85
ISOLATOR ROW SUBGRADE - 4856.85
CHAMBERS ROW SUBGRADE - 4857.35
15 LF @ 0.27%
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06/22/21
946 OXBOW LANE
IDAHO FALLS, IDAHO 83404
208-220-6431
32.82 ft
14
28
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19 7
76 Parking stalls
Current location does not work for
current garbage trucks. They are right
hand pickup only
Full width driveway
required for forecode
(24')
Please include:
Landscape Plan (see section 3.04.060,5,c)
Sidewalk connectivity to public sidewalks (see section 6.00.090,B)
Snow storage areas (see section 3.04.060,4)
Permissible lot coverage (see section 6.01.090)
Central Features and Community Spaces (6.00.040)
20
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Sidewalk must
be ADA
Compliant.
Abandon
existing
service at
main line.
Sampling
manhole
required.
Gates must
open 180
degrees.
Glass and glazing will need to meet requirements of Chapter 24.
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Damp proofing/waterproofing shall comply with IBC 1803 Site grading needs to meet requirements of IBC 1804.4
1FIRE ALARM RISER DIAGRAM AND NOTES23
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