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Home My WebLink AboutREDLINED PLANS - 21-00589 - Madison Armory - Indoor Gun RangeAuthor 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 : MADISON ARMORY NFC 7-28-21.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 Min. Fire Department access road width is 20'. IFC 2018 Appendix D 5 SITE PLAN Callout Kyle Baldwin : P&Z Open 5 Internal sidewalks must be connected to sidewalk in right of way. See section 6.00.090,B 5 SITE PLAN Free text Kyle Baldwin : P&Z Open 5 Please provide breakdown of square footage specifying warehouse sq ft; range sq ft; retail sq ft. etc. in order to determine parking stall requirement 5 SITE PLAN Callout Kyle Baldwin : P&Z Open 5 This area of drive aisle must be labeled and signed as "One Way" if width falls below 24' 5 SITE PLAN Callout Kyle Baldwin : P&Z Open 5 Please show required screening between 2nd East and building. See section 3.04.060,A,5,c 5 SITE PLAN Free text Kyle Baldwin : P&Z Open 5 Please show required snow storage areas 5 SITE PLAN Callout Joel Gray : PW Open 5 What is cross section of roadway? Must extend past pathway on road edge. # 21-00589 New Commercial Building Report Date: 08.19.2021 Approval of plans does not constitute approval of variance from code Page 1 of 2 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 5 SITE PLAN Callout Joel Gray : PW Open 5 Rotate north along curb for right hand pickup. 5 SITE PLAN Callout Joel Gray : PW Open 5 No overnight parking allowed due to dumpster location. 5 SITE PLAN Callout Joel Gray : PW Open 5 No parking in Easement. 5 SITE PLAN Free text Joel Gray : PW Open 5 Where will truck loading/unloading area be? DEQ Approval required for water line extension. 5 SITE PLAN Callout Joel Gray : PW Open 5 Fire hydrant required at end of line. 5 SITE PLAN Callout Joel Gray : PW Open 5 Where is runoff going from street? 5 SITE PLAN Free text Joel Gray : PW Open 5 Is Fire Line required to building? Where will water meter be located? Report Date: 08.19.2021 Approval of plans does not constitute approval of variance from code Page 2 of 2 Powered by TCPDF (www.tcpdf.org) Date: Connect Engineering APPROVAL SIGNATURES: of DEVELOPMENT DRAWINGS FOR: STATE MAP SHEET NO. PLOT DATE: 7/28/2021 3:44 PM Date: The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.881.0081 Date:Department of Environmental Quality 1 9 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 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 4 8 7 5 48 7 4 48 7 3 4 8 7 2 4 8 7 1 4876 -2. 8 7 % -3. 4 8 % -2 . 5 7 % -2 . 0 5 % -2.01% -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% -1.73% -2.27% -2.00% -0.79%-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 . 3 0 % -0 . 3 9 % -0 . 8 1 % -0 . 3 6 % -0 . 5 0 % SDMH-1 GRATE:4871.00 INV IN:4868.00 INV IN:4868.00 CB-2 GRATE:4874.65 INV IN:4871.00 INV OUT:4870.90 CB-1 GRATE:4874.66 INV OUT:4871.60 ST O R M T E C H S C - 7 4 0 SE E D E T A I L S S H E E T 6 SDMH-2 Rim:4876.30 INV IN:4872.26 INV OUT:4872.16 CB-3 GRATE:4875.34 INV OUT:4872.33 1+ 0 0 2+ 0 0 3+ 0 0 Install 116' of 12" ADS N 12 Storm Pipe @ 0.52% Install 96' of 12" ADS N 12 Storm Pipe @ 3.03% - 1 . 2 7 % - 1 . 2 6 % 4876.81 TBC END 4875.35 TBC 4874.95 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 48 7 6 . 5 0 FF 4873.22 EXISTING4874.01 EXISTING 4875.16 TBC-LP 4876.03 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 4876.42 TSW 4876.29 TSW 4876.36 TSW 4876.38 TSW 4875.81 TBC END 4873.98 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 4873.85 EXISTING 4875.92 TOA 4875.79 TOA 4873.46 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 4873.85 EXISTING 4873.49 EXISTING 4873.68 EXISTING 4876.06 TBC 4875.15 TBC-PC 4876.15 TSW 4875.37 TSW 4875.83 TBC 4875.72 TBC 4876.20 TSW 4875.00 TBC END 4875.82 TBC END 4876.90 TBC END 4874.55 EXISTING 4875.26 EXISTING 4876.57 EXISTING CB-4 GRATE:4874.89 INV OUT:4872.00 4875.40 TBC-LP 4875.78 TBC-HP Install 210' of 12" ADS N 12 Storm Pipe @ 1.91% -2 . 0 6 % 4874.93 TBC HP 4876.05 TSW 4875.70 TOA 4875.00 TOA 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 INSTALL SIDEWALK PER SHEET 3 706-S1 4" CONCRETE SIDEWALK PER ISPWC 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' 8.00' 24 . 0 0 ' 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: July 28, 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 11 5 0 H o l l i p a r k D r . I d 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 9 PRELIMINARY NOT FOR CONSTRUCTION 5 706-S1 706-S2 706-1 706-1 706-1 706-1 706-1 706-D1 706-D1 602-2 602-2 602-1 602-12 602-12 706-S2 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 FUTURE 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 ' 402-8 706-V1 15 . 4 6 ' 20.00' 10 . 0 0 ' 29.96' 25 . 5 0 ' 40.4 9 ' 22 . 4 4 ' 28.87' 29.77' 25 . 5 0 ' 707-T1 707-T1 200-1 20.00' 9 . 0 0 ' 18 . 0 0 ' 706-V1 CONTROL POINT # 1 CONTROL POINT # 2 706-1 706-1 706-S1 602-1602-12 602-12 602-2 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 69,294 13,910 86,959 7,507 1,510 9,424 8,313.84 1,604.34 9,918.18 40 . 0 0 ' 602-1 706-F1 SDMH-2 GRATE: 4869.89 706-D1 EXISTING GRAVEL AREA DUMPSTER ENCLOSURE STORM WATER INFILTRATORS WILL NEED TO BE PLACED WITHIN PRIVATE PROPERTY BOUNDS. STORM WATER EASEMENT REQUIRED FOR THIS AREA 602-2 6. 0 0 ' TY P . 10.00' 706-D1 OPEN BOTTOM MANHOLE PER SHEET 3 Min. Fire Department access road width is 20'. IFC 2018 Appendix D 10.10 ft 6. 0 5 f t 20 . 0 0 f t 6.09 ft 5 . 1 1 f t Internal sidewalks must be connected to sidewalk in right of way. See section 6.00.090,B Please provide breakdown of square footage specifying warehouse sq ft; range sq ft; retail sq ft. etc. in order to determine parking stall requirement This area of drive aisle must be labeled and signed as "One Way" if width falls below 24' Please show required screening between 2nd East and building. See section 3.04.060,A,5,c Please show required snow storage areas What is cross section of roadway? Must extend past pathway on road edge. Rotate north along curb for right hand pickup. No overnight parking allowed due to dumpster location. No parking in Easement. Where will truck loading/unloading area be? DEQ Approval required for water line extension. Fire hydrant required at end of line. Where is runoff going from street? Is Fire Line required to building? Where will water meter be located?