Loading...
HomeMy WebLinkAboutSITE LAYOUT - 24-00098 Ari South (1)BUILDING 1 BUILDING 2 BUILDING 3 15 11 2 13 23 N89°46'03"E 638.87' S6 ° 2 8 ' 5 8 " W 1 2 5 . 3 4 ' S89°43'18"W 624.11' N0 ° 1 6 ' 4 2 " W 1 2 4 . 9 8 ' SO U T H 5 T H W E S T CIVIL ENGINEER Fawkes Consultants ADDRESS: 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 CONTACT: Jordan "Guy" Williams, P.E. PHONE: (213) 500-5936 1-800-662-4111 Avoid cutting underground utility lines. it's costly. OWNER Mike Wade PHONE: 801-809-9965 EMAIL: mikew5353@gmail.com Vicinity Map Not to Scale CO V E R S H E E T CV 01 795 SOUTH 5TH WEST REXBURG CITY, MADISON COUNTY, ID 83440 CIVIL CONSTRUCTION DRAWINGS OCEAN APARTMENTS SOUTH DATE: PROJECT NO. REVISION 1 2 3 4 5 6 DATE SCALE: DRAWN BY: CO N S U L T A N T S I N C . 04/16/2025 24.074 AR I S O U T H DL 79 5 S O U T H 5 T H W E S T RE X B U R G , I D A H O 8 3 4 4 0 1"=20' /09 FI N A L D E S I G N 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 ©2025 Gwilliams@fawkesconsultants.com 1"=50' SHEET INDEX Sheet Number Sheet Title CV COVER SHEET GN GENERAL NOTES C100 DEMOLITION PLAN C200 SITE PLAN C300 GRADING PLAN C400 UTILITY PLAN C500 PLAN & PROFILE C800 DETAILS C801 DETAILS SITE SO U T H 5 T H W E S T WEST 7TH SOUTH 04/16/25 BUILDING 1 BUILDING 2 BUILDING 3 15 11 2 13 23 N89°46'03"E 638.87' S6 ° 2 8 ' 5 8 " W 1 2 5 . 3 4 ' S89°43'18"W 624.11' N0 ° 1 6 ' 4 2 " W 1 2 4 . 9 8 ' SO U T H 5 T H W E S T EX. SDMH EX . T E L E EX . G A S EX . W A T E R M A I N EX . S T O R M M A I N EX . S E W E R M A I N 32942 4858.87 sdmh EX. SSMH RIM: 4859.50 INV N: 4845.00 INV S: 4845.10 EX. SSMH RIM: 4858.96 INV N: 4845.86 INV S: 4845.96 INV E: 4845.96 EX. 8" SS STUB S = 1% EX. 8" WATER STUB 26 . 0 ' 6.0' 9.0' (TYP) 18 . 0 ' (T Y P ) 18 . 0 ' (T Y P ) 9.0' (TYP) 18 . 0 ' (T Y P ) 9.0' (TYP) 18 . 0 ' (T Y P ) 9.0' (TYP) 18 . 0 ' (T Y P ) 9.0' (TYP) 24 . 5 ' 26 . 0 ' 12.7'6. 0 ' (T Y P ) 6. 0 ' (T Y P ) 5. 0 ' (T Y P ) 20 . 0 ' 22.0' 25.0' BSL 6. 0 ' BS L 7.0'8.0'7.1' 5.3'(TYP) R 5 . 0 ' R4. 9 ' R 2 8 . 0 ' R28. 0 ' R5 . 0 ' 148.2' 35 . 0 ' 148.2' 35 . 0 ' 35 . 0 ' 35 . 0 ' 123.5' 123.5' 35 . 0 ' 123.5' 35 . 0 ' 123.5' R5.0 ' R5.0 ' 20.0' (TYP) 6. 0 ' (T Y P ) 20.0' BSL 6. 0 ' BS L 25.0' (TYP) 6. 0 ' (T Y P ) R5. 0 ' PEDESTRIAN RAMP PER ISPWC SD-712G PEDESTRIAN RAMP PER ISPWC SD-712G DETENTION AREA & SNOW STORAGE AREA SPILL CURB & GUTTER SEE C800 DETAIL 6 6.0'6.0' COMMERCIAL DRIVEWAY SEE C800 DETAIL 5 6' MONOLITHIC CONCRETE SIDEWALK. SEE C801 DETAIL 5(TYP) 6' MONOLITHIC CONCRETE SIDEWALK. SEE C801 DETAIL 5(TYP) 6. 0 ' (T Y P ) 15.0'15.0' 4.0' 20.0' (TYP) SPILL CURB & GUTTER SEE C800 DETAIL 6SPILL CURB & GUTTER SEE C800 DETAIL 6 DOUBLE TRASH ENCLOSURE SEE C801 DETAIL 1 PROPOSED SWALE R5. 0 ' CITY APPROVED SHRUB (TYP) SEE DETAIL 06 SHEET C801 CITY APPROVED TREE (TYP) SEE DETAIL 06 SHEET C801 15' X 15' VISIBILITY TRIANGLE 15' X 15' VISIBILITY TRIANGLE PROPOSED STREET LIGHT CITY APPROVED SHRUB (TYP) SEE DETAIL 06 SHEET C801 6. 5 ' 16.0' Scale: 1" = 20' 20 0 10 20 Graphic Scale 4030 N WEST EAST S O U T H SI T E P L A N C200 04 SNOW STORAGE CALCULATION PARKING/MANEUVERING AREA : 34,083 SF SNOW STORAGE AREA : 3,834 SF SNOW STORAGE AREA TO PARKING/MANEUVERING AREA : 11.3% DATE: PROJECT NO. REVISION 1 2 3 4 5 6 DATE SCALE: DRAWN BY: CO N S U L T A N T S I N C . 04/16/2025 24.074 AR I S O U T H DL 79 5 S O U T H 5 T H W E S T RE X B U R G , I D A H O 8 3 4 4 0 1"=20' /09 FI N A L D E S I G N 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 ©2025 Gwilliams@fawkesconsultants.com 1"=30' 04/16/25 BUILDING 1 BUILDING 2 BUILDING 3 15 11 2 13 23 SO U T H 5 T H W E S T 486 0 485 8 48 5 8 4858 4858 48 5 8 4 8 5 8 4 8 5 8 4 8 5 8 48 5 8 48 5 8 4858 4 8 5 6 48 5 4 48 5 5 48 5 6 48 5 7 48 5 8 48 5 9 48 6 0 48 6 1 4858 4858 48 5 8 4 8 5 9 48 5 8 4858 4858 4858 48 5 8 48 5 8 48 5 8 48 5 8 N89°46'03"E 638.87' S6 ° 2 8 ' 5 8 " W 1 2 5 . 3 4 ' S89°43'18"W 624.11' N0 ° 1 6 ' 4 2 " W 1 2 4 . 9 8 ' MATCH EX. : 4858.50 MATCH EX. : 4858.65 4857.68 TOC 4857.80 TOC 4858.09 TOC 4857.98 TOC 4857.62 TA 4858.26 TBC 4857.47 TA 4858.12 TBC 4857.47 TA 4858.12 TBC 4857.60 TA 4858.25 TBC 4858.30 TA 4858.80 TOC 4857.76 TA 4858.41 TBC 4857.87 TA 4857.80 TA MATCH EX. : 4858.13 MATCH EX. : 4858.08 4857.81 TOC 4857.80 TA 4858.30 TA 4858.80 TOC 4858.40 TOC=TBC 4858.40 TOC=TBC 4858.30 TA 4858.80 TOC 4857.81 TOC 4857.80 TA 4858.39 TBC 4857.89 TOC 4858.39 TBC 4857.89 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4857.57 TA 4858.22 TBC 4857.67 TA 4858.32 TBC 4858.29 TA 4858.79 TOC 4858.29 TA 4858.79 TOC 4857.52 TA 4858.16 TBC 4857.64 TA 4858.29 TBC 4858.29 TA 4858.79 TOC 4857.81 TOC 4857.80 TA 4858.29 TA 4858.79 TOC 4858.40 TOC=TBC 4858.40 TOC=TBC 4858.29 TA 4858.79 TOC 4857.81 TOC 4857.80 TA 4858.39 TBC 4857.89 TOC 4858.39 TBC 4857.89 TOC 4857.61 TA 4858.25 TBC 4857.50 TA 4858.15 TBC 4857.67 TA 4858.32 TBC 4858.29 TA 4858.79 TOC 4857.48 TA 4858.12 TBC 4858.45 TOC 4857.55 TA 4858.20 TBC 4858.40 TOC4858.40 TOC4858.40 TOC 4858.40 TOC 4858.40 TOC 4858.43 TOC 4858.40 TOC 4858.40 TOC 4858.40 TOC 4857.58 TA 4858.23 TBC 4857.67 TA 4858.32 TBC 4858.28 TA 4858.78 TOC 4856.72 TA 4857.37 TBC 4856.68 TA 4857.31 TA 4857.53 TA 4857.95 TA 4858.38 TA 4858.58 TA FFE = 4858.50FFE = 4858.50FFE = 4858.50 MATCH EX. : 4858.83 MATCH EX. : 4858.35 MATCH EX. : 4858.36 4857.57 TA 4858.21 TBC 4857.52 TA 4858.16 TBC 4857.47 TA 4858.12 TBC MATCH EX. : 4859.56 MATCH EX. : 4858.88 MATCH EX. : 4858.27 4857.49 HP 4857.49 HP 4857.49 HP 4856.53 LP 4856.82 LP 4856.86 LP 4857.64 TA 4858.28 TBC4857.76 TA 4858.41 TBC 4857.38 TA 4857.29 TA 4857.93 TBC 4857.61 TA 4858.25 TBC4857.61 TA 4858.25 TBC 4858.25 FG 4857.00 FG 4856.23 FG 4856.37 FG 4854.78 FG 1. 8 8 % 1. 5 8 % 1.17% 3. 7 8 % 3. 5 7 % 1.19%1.00% 2. 6 0 % 1.00%1.00%1.00%1.00%1.00% 25.00% 1. 5 2 % 1. 0 7 % 0.93% 2. 2 5 % 1. 4 7 % R R R R R R R RIDGE LINES 4850 485 0 4 8 5 0 4 8 6 0 4 8 4 8 48 5 2 48 5 4 4854 4856 48 6 2 48 6 2 48 6 0 4 8 5 8 48 5 4 4 8 5 6 4 8 5 8 4 8 5 6 4 8 5 4 4 8 5 2 4857.55 TC 4857.63 TA MATCH EX. : 4859.29 MATCH EX. : 4859.26 1.52% 1.04% 48 5 2 48 5 3 0+ 0 0 1+ 0 0 1+ 2 5 0. 7 4 % 0. 5 7 % 0. 7 5 % EL E V A T I O N EL E V A T I O N STATION STATION ROAD PROFILE 4850 4860 4870 4850 4860 4870 -0+15 0+00 1+00 1+45 0+00 1+00 1+45 PROPOSED GUTTER PROPOSED CURB -0.6%-0.6% Scale: 1" = 20' 20 0 10 20 Graphic Scale 4030 N WEST EAST S O U T H GR A D I N G P L A N C300 DATE: PROJECT NO. REVISION 1 2 3 4 5 6 DATE SCALE: DRAWN BY: CO N S U L T A N T S I N C . 04/16/2025 24.074 AR I S O U T H DL 79 5 S O U T H 5 T H W E S T RE X B U R G , I D A H O 8 3 4 4 0 1"=20' /09 FI N A L D E S I G N 165 W Canyon Crest Rd Ste 260 Alpine, Utah 84004 ©2025 Gwilliams@fawkesconsultants.com 05 1"=30' RATIONAL METHOD: Q = CIA C = RUNOFF COEFFICIENT I = STORM INTENSITY (100-YR/1-HR STORM) [IN/HR] = 1.3 IN/HR A= TOTAL AREA [ACRES] = 1.8082 AC CALCULATE RUNOFF COEFFICIENT TOTAL AREA [TA] = 78,764 SF LANDSCAPED AREA [LA] = 35,542 SF (CLA=0.15) HARDSCAPED AREA [HA] = 43,222 SF (CHA=0.90) C = [(LA * CLA)+ (HA * CHA)] / TA C = [(35,542 * 0.15) + (43,222 * 0.90)] / 78,764 C = 0.56 Q = 0.56 * 1.3 IN/HR * 1.8082 AC = 1.32 CFS INFILTRATION TIME Field Infiltration Rate : >12" per Hour Design Infiltration Rate: 8" per Hour T = Volume / [Infiltration Rate * Infiltration Area] Design Infiltration Rate* = 8 IN/HR = 0.67 FT/HR Infiltration Area = 1,301 SF T = 4,102 / [0.67 FT/HR * 1,301 SF] T = 4.71 HRS *The Design Infiltration Rate is one half of 8 IN/HR (0.67 FT/HR) based on the Geotechnical Report "Geotechnical Investigation, Lunar Point Apartments, 795 South 5 West, Rexburg, ID" prepared by Atlas Technical Consultants, LLC on May 2, 2024. E240581g. RETENTION VOLUME REQUIRED VREQ = C * D * A C = RUNOFF COEFFICIENT = 0.56 D = 100-YR/1-HR STORM DEPTH (FT) A = TOTAL AREA [SF] = 78,764 SF D is calculated using the NOAA ATLAS 2: Precipitation-Frequency Atlas of the Western United States D is calculated using the equation for Y100 for Zone 1 on sheet 16. Zone 1 is shown on sheet 19. Y100 or D = 0.187 + [(X3) * (X3/X4)] X3 = 100-YR 6-HR Depth from Precipitation-Frequency Map = 1.7 IN X4 = 100-YR 24-HR Depth from Precipitation-Frequency Map = 2.6 IN Y100 or D = 0.187 + [(1.7)*(1.7/2.6)] Y100 or D = 1.11 IN = 0.093 FT VREQ = 0.56 * 0.093 FT * 78,764 SF VREQ = 4,102 CF VPRO = 4,190 CF 1' OF FREEBOARD PROVIDED 04/16/25