HomeMy WebLinkAboutINFRASTRUCTURE PLAN 7.07.2021 - 21-00488 - Denny's - 585 N 2nd E - New Commercial Bldg.-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Denny's - New Commercial Bldg
Address : 585 N 2nd E
Application Type :
Document Filename : INFRASTRUCTURE PLAN 7.07.2021 - 21-00488 - Denny's - 585 N 2nd E - New Commercial Bldg..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-01 Callout Stan Crittenden : Fire Open 1 Min. fire access road width 20'-0. IFC 503.2.1
C-01 Callout Kyle Baldwin : P&Z Open 1 Current location does not work for current garbage trucks.
They are right hand pickup only
C-01 Free text Kyle Baldwin : P&Z Open 1 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)
C-01 Callout Joel Gray : PW Open 1 Sampling Manhole required.
C-01 Callout Joel Gray : PW Open 1 ADA sidewalk required.
C-01 Callout Joel Gray : PW Open 1 Abandon service at main line.
C-01 Callout Joel Gray : PW Open 1 Gaters must open 180 deg.
# 21-00488
New Commercial Building
Report Date: 07.21.2021
Approval of plans does not constitute approval of variance from code
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CONSTRUCTION KEYNOTES
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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=4651.1REQUIRED STORM WATER TO RETAIN ON SITE WAS CALCULATED USING THE FOLLOWING VALUES:C (weighted)
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