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SITE PLAN - 22-00044 - Barney Self Storage Plus - Bldg 18
Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2% Slope 2% Slope 2% N Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2% Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2% Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2% Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2% Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2%Slope 2% Slope 2%Slope 2% EXISTING DRAINAGE EXISTING DRAINAGE EXISTING DRAINS EXISTING DRAINAGE EXISTING DRAINS 80'130'60'20'25'40'20'20'5'35'100'165'100'35'100'35'100'40'105'149'54'75'75'50'40'-11"15'25' 25'25'25'35'127'-6"105'65' 25'25'25' Sidewalk Strip Block Wall EXISTING DRAINAGE Existing Manhole Fire Hydrant Infiltrator For Drainage (SEE DETAILS) Existing DrainageExisting Drainage Existing DrainageExisting Drainage EXISTING DRAINAGE EXISTING DRAINAGE EXISTING WALL EXISTING DRAINAGE EXISTING DRAINAGEEXISTING DRAINAGE EXISTING WALL SNOW STORAGE EXISTING DRAIN EXISTING DRAIN WALL EXISTING DRAIN EXISTING DRAIN EXISTING DRAIN EXISTING DRAIN PROPOSED DRAINPROPOSED DRAINPROPOSED DRAIN TEMPORARY RV PARKING APPROXIMATE WATER LINE EXTENSION, SEE WILLIAMS ENGINEERING SITE PLAN FOR DETAILS FIRE HYDRANT, FIELD LOCATE EXISTING DRAIN EXISTING 3' WALL EXISTING DRAIN EXISTING DRAINAGE PROPOSED DRAIN EXISTING DRAIN EXISTING DRAIN PROPOSED WALL 20'X100' BUILDING #1201640'X100' BUILDING #22016AIRPORT RD.Existing Building US HWY 30 NorthCONCRETE RIBBON SNOW STORAGERV BUILDING 201712X54 CONCRETE PADAGRICULTURE PLOTFUTURE RESIDENCE SHADED WALL DEPICTS EXISTING UNSHADED WALL DEPICTS PROPOSED SNOW STORAGE 30' RADIUS45' RADIUSAGRICULTURE PLOTAGRICULTURE PLOTAREA 51 2.0 OFFICE SHOP CONCRETECONCRETECONCRETE EXISTING ASPHALTFUTURE ASPHALT2' VALLEY DRAIN GRAVEL AGRICULTURE AREA EXISTING ASPHALTEXISTING ASPHALTEXISTING ASPHALTEXISTING ASPHALTEXISTING ASPHALTEXISTING ASPHALT30' RADIUS30' RADIUS30' RADIUS30' RADIUS45' RADIUS45' RADIUS45' RADIUS45' RADIUSEXISTING ASPHALTEXISTING ASPHALTEXISTING ASPHALT80'X100' BUILDING #3 2016 80'X100' BUILDING #4 2017 80'X100' BUILDING #5 2018 60'X100' BUILDING #6 2018 75'X100' BUILDING #7 2019 80'X100' BUILDING #8 2019 60'X100' BUILDING #9 2020 15'X100' BUILDING #10 202040'X100' BUILDING #11 2021 80'X100' BUILDING #12 2021/2022 75'X100' BUILDING #13 2021 GRAVELGRAVEL30' RADIUS30' RADIUS30' RADIUS30' RADIUS45' RADIUS45' RADIUS45' RADIUS45' RADIUS75'X100' BUILDING #19 2022 80'X100' BUILDING #18 2022 40'X100' BUILDING #17 2022 40'X100' BUILDING #15 2021 15'X120' BUILDING #14 202125'X80'BUILDING #16 2022FUTURE ASPHALT AG. BUILDING GRAVEL GRAVEL EXISTING ASPHALTEXISTING ASPHALT FIN. ELEV: 4853.3 ±0.2 FIN. ELEV: 4853.3 ±0.2 FIN. ELEV: 4853.3 ±0.2 FIN. ELEV: 4853.3 ±0.2PROPOSEDASPHALTPROPOSEDASPHALTPROPOSEDASPHALT"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" Se epage 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 SCALE: 1" = 30'1 SITE PLAN 0 30' 60' SCALE: 3/8" = 1'-0"3 VICINITY MAP INFILTRATOR NOTE: 1.MINIMUM 24" OVER DIG AROUND INFILTRATOR AND FILL WITH WASHED ROCK FOR DEPTH OF PERFORATED SECTIONS. 2. COVER WASHED ROCK WITH ROAD FABRIC TYPE BARRIER TO PREVENT SILTING OF GRAVEL.DESCRIPTIONPROJECT NO:DRAWN BY:CHK'D BY:REVISION DATESHEET 1 S-301PLOT DATE:SITE PLANSHEET TITLE:IUW1/19/2022RDM1066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.comDJ BARNEY ,Copyright 2014 | Southfork Engineering | All Rights Reserved.South Fork Design Group, LLC