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Home My WebLink AboutREVIEW RESPONSE 6.7.21 - 21-00187 - Rexburg Rowhouses - Bldg 1 Units 101-125Author 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 : RPR4GVR0000010 - Rexburg Rowhouses Address : RPR4GVR0000010 - 7th North and Carlow Application Type : Document Filename : INFRASTRUCTURE PLAN - 21-00187 - RPR4GVR0000010 - Rexburg Rowhouses.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 C-4 Callout Kyle Baldwin : P&Z Open 4 Building must meet front yard setback requirement for MDR2 zone. See Rexburg Development code 4.07.080 C-4 Free text Kyle Baldwin : P&Z Open 4 Please include setback dimensions on revised plans C-4 Callout Kyle Baldwin : P&Z Open 4 East elevation must have 40% architectural features. See Rexburg Development code 4.00.050 C-4 Callout Joel Gray : PW Open 4 Move water valve beyond fire hydrant. C-4 Free text Joel Gray : PW Open 4 DEQ Approval Required. Where is snow storage? # 21-00187 New Single Family Residence Report Date: 05.17.2021 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) See conformed set See conformed set (revised plans) Revised, see architectural sheets on the conformed set See conformed set See below for snow storage proposal. Submitted to DEQ for approval. Date: Connect Engineering APPROVAL SIGNATURES: DEVELOPMENT DRAWINGS FOR: STATE MAP PLOT DATE: 4/6/2021 6:02 PM Date: The Civil Connection 1150 Hollipark Dr. Idaho Falls, ID 83401 208.881-0081 Date:Department of Environmental Quality C-1 C-5 REXBURG ROWHOUSE REXBURG, ID REXBURG, ID SITE MAP VICINITY MAP REXBURG, ID Sheet List Table Sheet Number Sheet Title C-1 COVER C-2 NOTES C-3 REFERENCE SHEET C-4 SITE PLAN C-5 DETAILS SHEET BID SET 4-7-2021 4/7/2021 4/7/2021 1.25 AC VAN -1 . 9 6 % -2 . 0 0 % -2 . 0 0 % -2 . 0 0 % -2 . 0 0 % -5.55% -2 . 0 4 % -1.93% -3 . 0 5 % -2 . 1 6 % -0.40%-2.03% -1.9 4 % -1 . 9 6 % -2 . 0 0 % -2 . 0 0 % 4875 4871 4870 4871 4872 4873 4874 4875 4874 4873 4872 4873 4874 4875 48 7 5 48 7 5 4874 -2 6 . 7 7 % -2 4 . 5 6 % -3 . 3 3 % -3.6 6 % -0.40% -1 . 9 3 % DOGHOUSE SSMH 1 Rim:4873.35 W INV IN:4860.95 S INV IN:4860.85 E INV OUT:4860.95 SSMH 2 Rim:4873.41 S INV IN:4861.76 N INV OUT:4861.66 -0.40% Install 202' of 8" PVC SDR-35 San. Pipe @ 0.40% Install 11' of 8" PVC SDR-35 San. Pipe @ 0.40% 4875.01 TBC-PC 4874.73 TBC-PC 4874.80 TBC-PC 4874.47 TBC-PC 4874.29 TBC-PC 4874.15 TBC-PC 4874.38 TBC-PC 4874.25 TBC-PC 4875.50 TBC-PC 4875.23 TBC-PC 4875.36 TBC-PC 4874.49 TBC-PC 4874.92 TBC GB 4873.57 TBC END 4873.61 TBC END 4875.21 TBC END 4875.34 TBC END 4875.55 TBC-PC 4875.71 TBC END 4875.70 TBC END 4875.29 TBC-PC 4875.02 TBC END 4874.01 TBC END 4873.89 TBC-PC 4873.69 TBC END 4873.34 TBC END 4874.31 TBC END 4874.57 TBC-PI 4874.37 TBC-PI-LP 4873.92 TBC-PI-LP 4874.15 TBC-PI 4875.78 FF 4874.72 TBC END 4874.95 TBC-PC-HP 4875.41 TBC-MATCH 4874.69 TBC END 4871.78 BTM 4871.78 BTM 4874.47 EOC 4874.47 EOC 4867.70 BTM 4868.51 BTM 4871.38 EXIST 4871.71 EXIST 4871.90 EXIST 4872.16 EXIST 4872.31 EXIST 4875.62 FSW 4875.62 FSW 4875.62 FSW 4875.62 FSW 4874.92 TBC END 4874.93 TBC END 4873.41 BSW-MATCH 4874.33 TBC-PC401-8.8.6 A. ELEV: 4868.23' 403-1 FLANGE: 4874.24' 4875.26 EO EXIST 4875.01 EO EXIST 4874.73 EO EXIST 4874.60 EO EXIST 4874.53 EO EXIST -0 . 5 3 % N89° 31' 34"E 401.39' S0° 30' 23"E 135.65' S89° 31' 35"W 401.71' N0° 22' 13"W 135.65' -0.80% -0.76% 4874.55 TBC-LP 4873.29 BSW-MATCH SD CB 1 GRATE:4873.16 E INV OUT:4870.16 Install 36' of 12" ADS N 12 Storm Pipe @ 3.83% SD CB 2 GRATE:4871.78 W INV IN:4868.78 -0.59% -1 . 9 8 % 4875.35 TOA-GB 4875.16 TOA-GB 4875.05 BSW-MATCH 4875.16 BSW-MATCH -0 . 5 0 % 401-6 6" WATER MAIN 401-8 8" WATER MAIN 100-1 RETAIN AND PROTECT 200-1 SAW CUT AND ASPHALT REMOVAL 401-8.8.6 8"X8"X6" TEE 402-6 6" WATER MAIN VALVE 402-8 8" WATER MAIN VALVE 403-1 FIRE HYDRANT ASSEMBLY 501-8 8" SEWER MAIN 502-1 SEWER MANHOLE 504-6 6" SEWER SERVICE 601-12 12" STORM MAIN 602-2 STORM MAIN CATCH BASIN 602-3 OPEN BTM CATCH BASIN 706-11 3" ROLLED CURB 706-D1 CURB DRAIN 706-12 3" LIP DOWN ROLLED CURB 706-A1 COMMERCIAL APPROACH 706-S1 CONCRETE SIDEWALK SEE SHEET 3 FOR MORE INFORMATION 706-R1 PEDESTRIAN RAMP 1102-1 STREET LIGHT 1103-1 STOP SIGN WITH STREET NAMES SEE SHEET 3 FOR MORE INFORMATION 404-2 2" WATER SERVICE 706-3 2.5' VERTICAL CURB 706-V1 CONCRETE VALLEY GUTTER SITE PLAN FOR: REXBURG ROWHOUSE FIRE CODE NOTE: D103.6.1 ROADS 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM) 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. WATERSHED AREA 1 (NORTH SWALE): AREA: 19,987 SF VOL REQ: 2,165 CU FT VOL PROP: 2,233 CU FT WATERSHED AREA 2 (SOUTH SWALE): AREA: 37,234 SF VOL REQ: 4,034 CU FT VOL PROP: 4,789 CU FT STORM WATER REQUIREMENTS GENERAL NOTE: ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE STANDARD CITY OF REXBURG ENGINEERING DRAWINGS. APPROVED BY ________________________DATE:____________ City of REXBURG CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHTKP SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-006 DATE:DATE: April 6, 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 C-4 C-5 RE X B U R G R O W H O U S E SI T E P L A N RE X B U R G , I D CA R L O W S T R E E T CURB AND SIDEWALK TO BE INSTALLED BY OTHERS DOGHOUSE MANHOLE AND PIPE TO PROPERTY LINE TO BE INSTALLED BY OTHERS AREA: 54,450 SQ FT (1.25 ACRES) LANDSCAPE: 15,035 SQ FT (27% OF TOTAL) (LANDSCAPE DESIGN BY OTHERS) BUILDINGS: 1 (25 UNITS) (SEE ARCHITECTURAL FOR DETAILS) PARKING: REQUIRED: 50 (2 PER UNIT) PROPOSED: 50 (2 ADA STALLS) SITE NOTES: 9.00' TYP 706-V1 602-3 502-1 504-6 504-4 404-2 404-2 POWER SHOWN SEE ELECTRICAL FOR DETAILS 4" DEPTH CRUSHED 34" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 2.5" DEPTH ASPHALT PLANT MIX TYPICAL PARKING LOT SECTION: 402-8 402-6 706-A1 706-A1 REMOVE EXISTING DITCH 602-2 706-D1 20.00' TYP 5.00' 9.00' 2.00' 200-1 706-3 706-3 706-3 FOR PUBLIC IMPROVEMENTS SEE PUBLIC IMPROVEMENTS CROSS SECTION CARLOW STREET TYPICAL SECTION SCALE 1"=5' SAW CUT LINE 2%SLOPE VARIES MIN 2% 2.50'7.00' LANDSCAPE 5.00' SIDEWALK 13.50 2% 15.00' P.U.E. 4.00' UTILITY TRENCH ROW 2.5" PLANT MIX PAVEMENT 4" 3/4" AGGREGATE BASE 12" GRANULAR BORROWSTANDARD CURB AND GUTTER PER PAGE 6 OF THE CITY OF REXBURG ENGINEERING STANDARD DRAWINGS CL EDGE OF ASPHALT 1.00' 200-1 100-1 100-1 100-1 100-1 100-1 100-1100-1 100-1 100-1 100-1 100-1 100-1 100-1 100-1100-1100-1 100-1 E 7TH N E 7TH N IMPROVEMENTS NOTE: ALL IMPROVEMENTS INSIDE THE RIGHT OF WAY OF E 7TH N WILL BE PERFORMED BY THE CITY OF REXBURG OTHER THAN THE COMMERCIAL APPROACHES. 1102-1 706-S1706-S1 706-S1 706-S1 706-S1 706-11 706-11 706-11 706-11 706-12 706-11 706-11 706-D1 706-D1 SEE TRASH ENCLOSURE WALL DETAIL SHEET C-5 INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STD 706-12 24.00' TYP INSTALL ADA STALL PER DETAIL SHEET C-5 INSTALL ADA STALL PER DETAIL SHEET C-5 3" OF TOPSOIL SEE LANDSCAPE PLAN FOR DETAILS LANDSCAPE ROCK 1.00' 2.00' 0.75' 2.00' 5.00' 4" OF CONCRETE SIDEWALK PROPOSED BUILDING 4" OF CONCRETE SIDEWALK FF ELEV2% SLOPE 4" OF 3/4" OF CRUSHED AGGREGATE 4" OF 3/4" OF CRUSHED AGGREGATE AS P H A L T SE C T I O N FRONT OF THE BUILDING TYPICAL SECTION NTS SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET 4/7/2021 Move water valve beyond fire hydrant. DEQ Approval Required. Where is snow storage? Building must meet front yard setback requirement for MDR2 zone. See Rexburg Development code 4.07.080 Please include setback dimensions on revised plans East elevation must have 40% architectural features. See Rexburg Development code 4.00.050 DIMENSIONED ON COMFORMED SET CHANGES TO WATER LINE ON CONFORMED SET PROPOSED SNOW STORAGE