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Home My WebLink AboutSITE PLAN - 286 Moody Rd - New Commercial Bldg SUITE - A 2,368 SQ FT SUITE - B 1,312 SQ FT SUITE - C 1,591 SQ FT SUITE - D 1,301 SQ FT SUITE - E 1,794 SQ FT SUITE - F 1,663 SQ FT SUITE - G 1,796 SQ FT 1+ 0 0 2+ 0 0 3+ 0 0 3+ 6 0 1+00 2+00 3+00 4+00 4+37 SOUTH DRIVE STA:1+19.07 L1 L2 Install 82' of 12" ADS N 12 Storm Pipe @ 0.22%Install 117' of 12" ADS N 12 Storm Pipe @ 0.22% Install 53' of 12" ADS N 12 Storm Pipe @ 0.39% Install 124' of 12" ADS N 12 Storm Pipe @ 0.71% Install 111' of 36" Perforated Storm Pipe @ 0.00% CB-10.0 CB-2.0 CB-9.0 CB-8.0 CB-3.0 GRATE:4877.08 E INV IN:4873.44 W INV OUT:4873.34 SSMH-1 CB-1.0 GRATE:4877.14 E INV IN:4874.03 S INV OUT:4873.93 CB-11.0 SDMH-1 GRATE:4876.47 S INV IN:4872.10 E INV OUT:4870.47 SDMH-3 GRATE:4876.73 W INV IN:4870.47 CB-4.0 -3 . 4 2 % -3 . 2 0 % -2 . 5 1 % -2 . 6 6 % -3 . 4 7 % -3.1 3 % -2. 2 5 % -3.33% -2.05% -2.54% -2 . 6 6 % -2 . 6 3 % -2 . 5 2 % -2 . 9 8 % -3.3 4 % -2.26% -2.64% -2 . 5 0 % -2.24% -3.34% -3.35% -2 . 0 2 % -3. 4 9 % -2 . 0 7 % - 2 . 0 3 % -1 . 9 4 % -1 . 7 8 % -0 . 4 8 % -0.64% -0.40% -1 . 7 6 % -1 . 7 6 % -2.14% -2.04% -2.09% -2.88% -0.40% -0.40% -0.41% -0.40% -2 . 0 0 % -0.46% -0.40% -1.90% -1.96% -1 . 7 6 % -1 . 7 6 % -2 . 4 7 % Install 91' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% -0.40% -0.51% SDMH-2 GRATE:4876.69 W INV IN:4870.47 E INV OUT:4870.47 -2 . 1 7 % 4877 4877 4 8 7 8 4 8 7 8 4878 4877.31 TBC-PC 4877.53 TBC-PC 4877.81 TBC-PC 4877.58 TBC-PC 4877.73 TBC-PC 4877.66 TBC-PC 4877.68 TBC-PC 4877.74 TBC-PC 4877.53 TBC-PC 4877.59 TBC-PC 4877.39 TBC END 4877.39 TBC-PI 4877.60 TBC-PI 4877.88 TBC-PI 4877.80 TBC-PI 4877.44 TBC-PI 4877.57 TBC-PI 4877.48 TBC END 4877.85 TBC 4877.48 TOA 4877.95 TBC-PI4877.81 TBC-MATCH 4877.69 TSW-MATCH 4877.41 TBC END 4876.47 GB 4876.73 GB 4876.88 GB 4876.69 GB 4877.64 TBC 4877.77 TBC 4877.58 TBC-PC 4877.62 TBC-PC 4878.12 TSW 4878.05 TSW 4878.05 TSW 4878.12 TSW 4878.12 TSW 4878.07 TSW 4878.12 TSW4878.07 TSW4877.57 TOA 4877.62 TOA 4877.57 TOA 4877.55 TOA 4877.62 TOA 4877.55 TOA 4877.62 TOA 4877.62 TOA BUILDING #1 FF: 4878.13 4877.44 TOA 4877.40 TSW4877.77 TSW 4877.48 TSW 4877.73 TBC-MATCH 4878.37 TBC-MATCH 4878.23 TBC-PI 4878.43 TSW4878.43 TSW-MATCH 4877.93 TOA 4877.20 TOA 4877.20 TOA 4877.58 TBC-LP 4877.34 TBC-HP 4877.64 TBC-LP 4877.54 TBC-LP 4877.70 TOA 4879.01 TBC-MATCH 4879.09 TBC-MATCH 4878.74 TBC-PC 4878.74 TBC-PC 4878.91 TOA 4878.61 TOA 4877.50 TOA4877.09 TOA 4877.31 TOA 4878.55 TSW 4877.24 TSW-MATCH 4877.93 TOA 4877.84 TOA 4877.30 TOA 4877.56 TOA 4877.44 TOA 4877.34 TBC-PC 4877.30 TBC-PC 4877.43 TOA-MATCH 4877.81 TBC 4879.20 TBC 4879.16 TBC 4878.27 TSW 4877.59 TBC-MATCH 4877.39 TOA 4877.33 TOA-MATCH 4878.37 TOA-MATCH 4877.49 TBC-LP 4876.88 GB 4876.92 GB 4877.20 TOA 4877.20 TOA 100-1 200-1 404-1 504-4 601-12 602-1 602-2 706-1 706-2 706-V1 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 1'' WATER SERVICE 2'' WATER SERVICE 4'' SEWER SERVICE 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN 6'' VERTICAL CURB and GUTTER 6'' LIP DOWN CURB AND GUTTER COMMERCIAL APPROACH 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER 706-S2 INTEGRAL SIDEWALK 706-F1 FLUSH CURB 602-3 INFILTRATION MANHOLE 706-3 CURB AND GUTTER PER REXBURG STANDARDS 502-1 SEWER MANHOLE CONTROL POINT TABLE Point # 1 2 3 Elevation 4877.24 4877.45 4876.72 Northing 797669.76 797661.06 797478.84 Easting 759255.91 759255.92 759256.80 Description rbpcs rbpcs rbpcs ALIGNMENT TABLE SOUTH DRIVE Number L1 Begin Station 1+00.00 End Station 4+37.00 Radius Length 337.00 Line/Chord Direction N89° 43' 48.21"E Begin Point N: 797459.74, E: 759237.81 End Point N: 797461.33, E: 759574.81 N-S DRIVE Number L2 Begin Station 1+00.00 End Station 3+59.73 Radius Length 259.73 Line/Chord Direction S0° 16' 11.79"E Begin Point N: 797699.96, E: 759552.76 End Point N: 797440.23, E: 759553.98 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTJT SHEET NAME: PROJECT: LOCATION: 23-052 DATEREVISIONS SITE PLAN 286 MOODY RETAIL REXBURG, ID C-09 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE: VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 DATE:February 29, 2024 24" X 36" (ARCH D)PRELIMINARY NOT FOR CONSTRUCTION C-05 N/A MOODY RD 602-1 WITH GRATE LID SITE INFORMATION: TOTAL AREA: 50,615 SQ FT (1.16 ACRES) BUILDINGS: 1 PARKING: 75 PARKING STALLS (3 ADA) TOTAL LANDSCAPE: 4,878 SQ FT (9.63%) BUILDING NOTES: CONTRACTOR OR ARCHITECT RESPONSIBLE TO ENSURE STEM WALL EXTENDS 8'' MIN ABOVE FINISH FLOOR POWER NOTE: SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR PROPOSED POWER FACILITIES. FIRE CODE NOTE: 1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS ARE SPECIFIED IN SECTION D103.6 APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. 2.CURBS SHALL BE PAINTED RED FOUR FEET ON EACH SIDE OF THE EVERY FIRE HYDRANT. LANDSCAPE NOTE: FINAL LANDSCAPE SHOULD SLOPE AWAY FROM BUILDINGS SNOW STORAGE NOTE: ASPHALT AREA = 28,210 SQ FT PROVIDED SNOW STORAGE = 3,451 SQ FT (12.2%) BUILDING FOOTPRINT CONTROL POINT 1 CONTROL POINT 3 SHEET NOTES: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS. CONTRACTOR TO COORDINATE WITH EACH UTILITY COMPANY PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. IF MANHOLES ARE IN AN ASPHALT PAVED AREA THE COLLARS ARE TO BE ASPHALT COLLARS 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 4.ASSUMED TOP OF FOUNDATION WALL IS FINISHED FLOOR, CONTRACTOR TO NOTIFY ENGINEER IF DIFFERENT. 5.ALL TBC ELEVATIONS ARE AT FULL HEIGHT OF CURB. 706-V1 CONTROL POINT 2 706-V1 602-1 WITH GRATE LID 602-2 602-2 602-2 602-2 602-2 706-S2 706-S2 504-4 404-2 602-2 602-2 602-2 3'' VENT LINE 1.25'' IRRIGATION LINE 402-6 401-8.8.6 401-8 401-8 501-8 100-1 100-1 706-S1 706-F1 706-F1 1000 GALLON GREASE INTERCEPTOR 182.00' 63 . 0 0 ' SNOW STORAGE 24.00' 13 . 0 0 ' 24.00' STORM WATER REQUIREMENTS NOTE: SITE PLAN WILL BE RESPONSIBLE TO STORE HALF OF THE SOUTH DRIVE AND N-S DRIVE. REQUIRED VOLUME (CU FT) = (AREA x 1.33) / 12 AREA 1 CALCULATIONS REQUIRED VOLUME = (59,823 SQ FT x 1.33) / 12 = 6,630 CU FT PERF PIPE AND ROCK SECTION PROVIDED VOLUME = VOLUME OF PIPE (L*PI*r^2) = 202 x Pi X 1.5^2 = 1,428 CU FT VOLUME OF ROCK SECTION (L*W*H) = 202 x 14.5 x 5 = 14,645 CU FT STORAGE PROVIDED BY ROCK = (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = (14,645 - 1,428) x 0.4 = 5,287 CU FT TOTAL STORAGE PROVIDED = (5,287 + 1,428) = 6,715 CU FT 706-1 706-1 706-1 706-1 502-1 VI C I N I T Y M A P PROPOSED 36" PERF PIPE GEOTEXTILE FABRIC 2"-6" ROCK 14.50' 5. 0 0 ' FINISH GRADE 2. 0 0 ' 1. 0 0 ' RO C K A B O V E P I P E 1. 0 0 ' RO C K B E L O W P I P E PERF PIPE - SECTION VIEW NTS 14 . 5 0 ' RO C K S E C T I O N 402-8 402-8 401-8.8.8 501-8 501-8 BERM TO BE INSTALLED TO STOP IRRIGATION WATER 706-R1 706-R1 PROPOSED BOLLARD 706-R1 706-R1 706-R1 706-R1 401-8 706-R1 CONNECT TO EXISTING WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. CONNECT TO EXISTING SANITARY SEWER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION PRIOR TO CONSTRUCTION. 100-1 706-R1 11.00' VAN ACCESSIBLE STALL 5.00'9.00' 9.00' TYP. ALL20 . 0 0 ' TY P . A L L 5.00' 9. 0 0 ' 30.00' 602-1 WITH GRATE LID 706-T1