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Home My WebLink AboutREDLINED SITE PLAN - 21-00589 - Madison Armory - Indoor Gun Range (2)Author 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 : Madison Armory - Indoor Gun Range Address : 870 N 2nd E Application Type : Document Filename : INFRASTRUCTURE Rev. (4) 10.6.21 - 21-00589 - Madison Armory - Indoor Gun Range.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 5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Fire Flow for this building will require a min. of 4 fire hydrants. IFC 2018 appendix B table B105.1(2) 5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Possible location for a fire hydrant. 5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Possible location for a fire hydrant 5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Possible location for a fire hydrant. There is one to the north that may be close enough. # 21-00589 New Commercial Building Report Date: 10.11.2021 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) Date: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. PLOT DATE: 10/5/2021 3:47 PM Date: The Civil Connection 2295 N YELLOWSTONE HWY, UNIT 6 Idaho Falls, ID 83401 208.881.0081 Date:Department of Environmental Quality 1 8 MADISON ARMORY REXBURG, ID REXBURG, ID REXBURG, ID SITE PLAN FOR: MADISON ARMORY REXBURG, ID VICINITY MAP SITE MAP REXBURG, ID PRINTING NOTE: DOCUMENT IS INTENDED TO BE PRINTED IN COLOR FOR GREATER CLARITY IN DESIGN INFORMATION. SURVEY NOTE: 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. PRELIMINARY FOR REVIEW ONLY Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES 3 REFERENCE SHEET 4 EXISTING CONDITIONS 5 SITE PLAN 6 WATER MAIN EXTENTON PLAN AND PROFILE 7 BEST MANAGEMENT PRACTICES 8 BEST MANAGEMENT PRACTICES DETAILS SDMH-1 GRATE:4871.00 INV IN:4868.00 INV IN:4868.00 CB-2 SDMH-2 CB-3 1+ 0 0 2+ 0 0 3+ 0 0 CB-4 GRATE:4874.49 INV OUT:4871.49 CB-1 L1 4877.06 TBC END 4875.35 TBC 4874.94 TBC-PI 4874.83 TBC-PC 4875.55 TBC-PC 4875.35 TBC-PC 4874.94 TBC-PC 4874.88 TBC-PC 4874.64 TBC-PI-LP 4874.68 TBC-PI-LP 4875.24 TBC-PI 4875.33 TBC-PC 4874.92 TBC END 487 6 . 5 0 FF 4873.18 EXISTING4873.97 EXISTING 4875.16 TBC-LP 4875.45 TBC END 4874.62 TBC-LP 4875.75 TSW 4876.38 TSW 4876.38 TSW 4876.20 TOA 4876.30 TSW 4876.40 TSW4876.40 TSW 4876.29 TSW 4876.02 TSW 4876.36 TSW 4876.38 TSW 4875.81 TBC END 4874.07 EXISTING4875.32 TBC 4869.89 BOTTOM 4873.89 TOP 4875.79 TOA 4875.90 TOA 4871.00 BOTTOM 4875.88 TOA 4875.88 TOA 4875.75 TOA 4875.88 TOA 4875.90 TOA 4876.00 TOA 4875.87 TOA 4875.92 TBC END 4873.21 EXISTING 4875.80 TOA 4873.41 EXISTING 4872.94 EXISTING 4872.94 EXISTING 4872.55 EXISTING 4872.85 EXISTING 4873.09 EXISTING 4876.00 TOA 4874.00 TOP 4874.00 TOP 4875.44 EXISTING 4873.49 EXISTING 4873.68 EXISTING 4876.06 TBC 4875.15 TBC-PC 4876.15 TSW 4875.37 TSW 4875.83 TBC 4875.73 TBC 4876.20 TSW 4875.00 TBC END 4875.82 TBC END 4876.90 TBC END 4874.55 EXISTING 4875.78 EXISTING 4876.57 EXISTING 4875.40 TBC-LP 4875.78 TBC-HP 4874.93 TBC HP 4876.05 TSW 4875.70 TOA 4875.00 TOA 4875.79 TBC 4875.43 TOA 4875 4876 487 6 48 7 3 48 7 0 48 7 4 4874 48 7 6 48 7 6 48 7 5 4 8 7 5 48 7 3 4 8 7 1 4875 4875 4876 -2. 8 7 % -3. 4 8 % -2 . 5 7 % -2 . 2 2 % -2.04% -3.37% -3 . 3 0 % -2 . 1 6 % -2 . 3 2 % -2. 2 8 % -3.14% -0. 6 1 % - 2 . 6 2 % -0.40% -0.46% -0.7 6 % -2. 1 6 % -0.6 1 % -1.62% -1.74% -2.27% -0.53% -0.40%-0.46% -0 . 4 9 % -0 . 4 0 % -2.24% -2.34% -0 . 4 0 % -1 . 7 5 % -0 . 6 8 % -0 . 4 0 % -0 . 8 6 % -0 . 4 0 % -0 . 7 1 % -0 . 4 0 % - 1 . 2 7 % - 1 . 2 6 % -2 . 0 6 % -0 . 5 0 % Install 210' of 12" ADS N 12 Storm Pipe @ 1.67% Install 96' of 12" ADS N 12 Storm Pipe @ 3.29% Install 63' of 12" ADS N 12 Storm Pipe @ 1.43% 401-6 6" WATER MAIN 401-8 8" WATER MAIN 100-1 RETAIN AND PROTECT 200-1 SAW CUT AND ASPHALT REMOVAL 403-1 FIRE HYDRANT ASSEMBLY 404-1 1" WATER SERVICE 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-1 STORM MAIN MANHOLE 602-2 STORM MAIN CATCH BASIN 706-1 6" VERTICAL CURB 706-V1 CONCRETE VALLEY GUTTER 706-D1 CURB DRAIN 706-A1 COMMERCIAL APPROACH 706-S1 CONCRETE SIDEWALK SEE SHEET 3 FOR MORE INFORMATION 706-R1 PEDESTRIAN RAMP 1103-1 STOP SIGN WITH STREET NAMES SEE SHEET 3 FOR MORE INFORMATION 706-S2 INTEGRAL CONCRETE SIDEWALK 402-8 8" WATER MAIN VALVE 707-T1 CURB TERMINUS 706-F1 FLUSH CURB CONTROL POINT TABLE Point # 1 2 Elevation 4873.42 4873.91 Northing 793550.30 793851.23 Easting 758883.91 759059.00 Description RBPCS RBPCS SURVEY NOTE: 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. GENERAL NOTE: 1.ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG ENGINEERING STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. 2.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL. 3.OWNER OR CONTRACTOR TO COORDINATE ALL POWER RELOCATION AND NEEDS WITH ROCKY MOUNTAIN POWER. 706-1 706-S2 706-S2 706-S2 20 . 0 0 ' 10.00' 3 0 . 0 0 ° CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET BDJAQT SH E E T N A M E : PR O J E C T : LO C A T I O N : 21-045 DATE:DATE: October 5, 2021 DA T E RE V I S I O N S CL I E N T : Th e C i v i l C o n n e c t i o n 22 9 5 N Y E L L O W S T O N E H W Y , U N I T 6 Id a h o F a l l s , I D 8 3 4 0 1 20 8 . 8 8 1 . 0 0 8 1 SI T E P L A N MA D I S O N A R M O R Y RE X B U R G , I D 8 PRELIMINARY NOT FOR CONSTRUCTION 5 706-S1 706-S2 706-1 706-1 706-1 706-1 706-1 706-D1 706-D1 602-2 602-2 602-1 602-12 403-1 401-8 504-4 404-1 TRANSITION AREA FROM INTEGRAL SIDEWALK TO FLUSH SIDE WALK CAP END OF 8" WATER LINE FOR FUTURE EXTENSION 30.00'ACCESS E A S E M E N T 30.00' ACCESS E A S E M E N T R.O.W. LINE N 2 n d E N 2 n d E HW Y 3 3 100-1 STORM WATER AREA 1 STORM WATER AREA 2 CURRENT R.O.W. LINE 706-A1 R 1 9 . 3 7 ' 401-8 706-V1 20 . 3 8 ' 20.00' 10 . 0 0 ' 29.96' 25 . 5 0 ' 40.4 9 ' 22 . 4 4 ' 28.87' 30' 25 . 5 0 ' 707-T1 707-T1 200-1 9 . 0 0 ' 20 . 7 8 ' 706-V1 CONTROL POINT # 1 CONTROL POINT # 2 706-1 706-1 602-2 REMOVE AND RELOCATE EXISTING OHP POLE AND CABLE BOX. COORDINATE WITH ROCKY MTN. POWER 402-8 WATER RETENTION AREA 1: WATER RETENTION AREA 2: STORM WATER INFORMATION STORM WATER AREA WATERSHED AREA (SQ. FT.)REQUIRED VOLUME (CU. FT.) AREA*1.3÷12= REQ. CU. FT. PROVIDED STORM WATER VOLUME (CU. FT.) 1 2 TOTAL 86,407 13,910 100,317 9,361 1,510 10,871 9,392 1,604.34 10,996.34 40 . 0 0 ' 602-1 706-F1 SDMH-2 GRATE: 4869.89 706-D1 EXISTING GRAVEL AREA DUMPSTER ENCLOSURE 602-2 6. 0 0 ' TY P . 10.00' 706-D1 20.00' 602-1 SNOW STORAGE AREA NO OVER NIGHT PARKING SIGN DO NOT ENTER SIGN 706-S1 2nd E LANDSCAPE 1.LANDSCAPE SCREENING PER REXBURG CODE 3.04.060.A,5,C NO OVER NIGHT PARKING SIGN DO NOT ENTER SIGN ONE WAY SIGN ONE WAY SIGN 706-V1 707-T1 WATER METER 20.00' 10 . 0 0 ' Fire Flow for this building will require a min. of 4 fire hydrants. IFC 2018 appendix B table B105.1(2) Possible location for a fire hydrant. Possible location for a fire hydrant Possible location for a fire hydrant. There is one to the north that may be close enough.