Loading...
HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (2) 7.25.22 - 22-00502 - Mountain West Rental and Sales-Reviewed-Corrections-RequiredAuthor 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 : Mountain West Rental and Sales Address : 127 Airport Rd Application Type : Document Filename : INFRASTRUCTURE PLAN Rev. (2) 7.25.22 - 22-00502 - Mountain West Rental and Sales.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 22-137 Colt Grimmett Design-(3)OL-1 Callout Kyle Baldwin : P&Z Open 3 Sidewalk connectivity between internal sidewalks and sidewalks in Right-of-way must be shown on Site Plan. In Community Business Center Zone, (CBC) "sidewalks must be provided along the full length of the building along any facade featuring a customer entrance, and along any facade abutting public parking areas" and "shall be located an average of six (6’) feet from the facade of the building to provide planting beds for foundation landscaping, except where features such as arcades or entryways are part of the facade." See section 6.00.090 22-137 Colt Grimmett Design-(3)OL-1 Callout Kyle Baldwin : P&Z Open 3 Sight Triangle requirements apply at all ingress/egress locations # 22-00502 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. Report Date: 07.29.2022 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) (SEC. 24, T. 6 N., R. 39 E., B.M.) CONSTRUCTION DRAWINGS FOR: MOUNTAIN WEST RENTALS AND SALES REXBURG, IDAHO JULY 2022 civil & structural engineering materials testing & land surveying 101 S. Park Avenue, Idaho Falls , ID 83402, (208)524-0212 800 W. Judicial Street, Blackfoot , ID 83221, (208)785-2977hleincc.com PROJECT LOCATION SHEET 1 COVER SHEET SHEET 2 GENERAL NOTES SHEET 3 OVERALL LAYOUT SHEET 4 GENERAL LAYOUT SHEET 5 GRADING PLAN SHEET 6 UTILITY PLAN VICINITY MAP City of Rexburg Date: HLE, Inc. Date: APPROVAL SIGNATURES: Department of Environmental Quality Date: TWIN IDAHO FALLS BLACKFOOT FALLS BOISE SITEHW Y 2 0 W. MAIN STREET REXBURG-MADISON AIRPORT 374 NORTH 450 WEST POCATELLO TWIN BLACKFOOT FALLS BOISE IDAHO FALLS CITY OF REXBURG 4'' SS ) 4' ' S S ( 1-1/2'' W 1-1/2'' W 1-1/2'' W 6'' W 6'' W 6'' W RW RW RW RW RW RW RW X 1- 1 / 2 ' ' W 6' ' W 15 8 2 . 7 4 ' 83 3 . 0 0 ' 48 5 5 48 5 5 48 5 6 48 5 4 4855 4856 4855 4854 48 5 5 48 5 7 48 5 4 48 5 5 4855 48 5 4 . 5 48 5 4 . 5 485 7 4854 4857 48 5 6 4855 EO EO EO EO EO EO EO 8' ' S A N ( SS SS SS 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R T T T T FO FO FO FO FO SS SS SS SS SS OH P OH P OH P OH P OH P OH P OH P OH P OH P S89°41'42"W 365.76' S0 ° 2 4 ' 1 0 " E 2 9 3 . 0 7 ' N89°49'26"E 341.21' N 6 ° 3 0 ' 2 3 " W 5 0 6 . 6 9 ' S89°49'25"W 652.76' N0 ° 1 8 ' 1 8 " W 2 2 0 . 0 0 ' N0 ° 1 8 ' 1 8 " W 2 6 3 5 . 7 4 ' CENTER 1/4 COR SEC 24 ALUMINUM CAP CP&F INST. NO. 268793 SOUTH 1/4 COR SEC 24 ALUMINUM CAP CP&F INST. NO. XXXXXX 24 25 CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY SWSWRHLE JOB NO: DATE: 22-137 JULY 2022 RE X B U R G , I D A H O MO U N T A I N W E S T R E N T A L S A N D S A L E S 6 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c OV E R A L L L A Y O U T 3 DAMM LLC RPR6N39E246600 CO M M A N D P R O P E R T I E S L L C RP R 6 N 3 9 E 2 4 6 6 1 0 PIONEER FARM EQUIPMENT RPRXBCA0247120 AI R P O R T R O A D HAMILTON ENTERPRISES LLC RPRAIRCP020080 HARMONY INVESTMENTS LP RPRAIRCP020090 HARMONY INVESTMENTS LP RPRAIRCP020100 HARMONY INVESTMENTS LP RPRAIRCP020100 COMMAND PROPERTIES LLC RPR6N39E246610 Sight Triangle requirements apply at all ingress/egress locations Sidewalk connectivity between internal sidewalks and sidewalks in Right-of-way must be shown on Site mlan. In Community Business Center Zone, (CBC) "sidewalks must be provided along the full length of the building along any facade featuring a customer entrance, and along any facade abutting public parking areas" and "shall be located an average of six (6’) feet from the facade of the building to provide planting beds for foundation landscaping, except where features such as arcades or entryways are part of the facade." See section 6.00.090 4'' SS ) 4' ' S S ( 4' ' S S ( 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 6'' W 6'' W 6'' W 6'' W 6'' W RW RW RW RW RW RW RW RW RW RW RW X X X 1- 1 / 2 ' ' W 6' ' W X 4857.74 TOC-SW 4857.78 TOC-SW 4857.80 TOC-SW 4857.77 TOC-SW 48 5 5 48 5 5 48 5 6 48 5 4 4855 4856 4855 4854 48 5 5 48 5 7 48 5 4 48 5 5 4855 48 5 4 . 5 48 5 4 . 5 485 7 4'' SS ) 4854 4857 48 5 6 4855 EO EO EO EO EO EO EO EO EO EO 8' ' S A N ( 8' ' S A N ( SS SS SS SS 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R 10 ' ' W T R 6''WTR T T T T T T T FO FO FO FO FO FO FO OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P 4855 4855 48 5 6 48 5 8 4 8 5 5 4 8 5 4 4856 4855 4 8 5 6 48 5 7 4 8 5 6 4856 4856 4857 4 8 5 8 48 5 8 48 5 7 4855 CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY SWSWRHLE JOB NO: DATE: 22-137 JULY 2022 RE X B U R G , I D A H O MO U N T A I N W E S T R E N T A L S A N D S A L E S 6 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c GE N E R A L L A Y O U T 4 50' RW SITE NOTES: INSTALL PARKING LOT PAINT PER ARCHITECTURAL PLAN AND CURRENT MUTCD STANDARDS. INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ISPWC STANDARD DETAIL SD-303. INSTALL DRIVEWAY, CURB AND SIDEWALK PER CITY OF REXBURG STANDARD DETAIL NO. 7. 6' CONCRETE PARKING BUMPER. SEE ARCHITECTURAL SITE PLAN. INSTALL FLEXIBLE PAVEMENT BALLAST PER DETAIL 1 ON THIS SHEET. INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STANDARD. DWG. SD-709. NEW UTILITY INSTALLATION. SEE UTILITY PLAN ON SHEET 6. TRASH ENCLOSURE PER CITY OF REXBURG STANDARD DETAIL NO. 11. 1 2 3 4 5 6 7 8 1 10' PUE 20 DAMM LLC RPR6N39E246600 CO M M A N D P R O P E R T I E S L L C RP R 6 N 3 9 E 2 4 6 6 1 0 25'230'10' 20 ' 8' 26 ' 10 ' 80 ' 10 ' 26 ' 39 ' PIONEER FARM EQUIPMENT RPRXBCA0247120 GA T E 10' GA T E GA T E CENTER 1/4 COR SEC 24 ALUMINUM CAP CP&F INST. NO. 268793 SOUTH 1/4 COR SEC 24 ALUMINUM CAP CP&F INST. NO. XXXXXX 24 25 20'6' 5' SW 58'37' FF=4856.00 AI R P O R T R O A D TRASH ENCLOSURE RETENTION AREA RE T E N T I O N A R E A AN D S N O W S T O R A G E 36 0 0 s f CONNECT TO EXISTING 6" WATER STUB EXISTING FIBER OPTIC TO REMAIN EXISTING POWER POLE TO REMAIN EXISTING DRAINAGE STRUCTURE TO REMAIN EXISTING PAVEMENT EXISTING LANDSCAPE AREA NATURAL GROUND GRASS/DIRT NATURAL GROUND GRASS/DIRT EXISTING LANDSCAPE AREA 1 3 9 4 3 4 CONNECT TO EXISTING SEWER STUB 5 5 7 7 7 7 6 6 6 6 6 6 5 5 RETENTION AREA NOTES: 1.ALL CONSTRUCTION IN ACCORDANCE WITH CITY OF REXBURG STANDARDS. 2.ALL GATES TO REQUIRE A KNOX BOX FOR FIRE DEPARTMENT. 3.MINIMUM GATE WIDTH IS 20' PER IFC 2018 APPENDIX D103.5 9 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 12" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 2.5" DEPTH ASPHALT PLANT MIX ASPHALT BALLAST SECTION (N.T.S.)1 FIRE CONNECTION AND GONG SEE ACHITECTURAL ELEVATIONSAS UNITS OVERHANG (TYP) ROLL UP DOOR W/BOLLARDS (TYP)GAS METER 26 ' 26 ' 30'x30' SITE TRIANGLE (TYP) SEE NOTES 2 AND 3 SEE NOTES 2 AND 3 SEE NOTES 2 AND 3