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Home My WebLink AboutINFRASTRUCTURE PLAN Rev. (2) 7.02.2021- 21-00187 - RPR4GVR0000010 - Rexburg Rowhouses-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.: Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Description : Rexburg Rowhouses - Units 1-25 Address : RPR4GVR0000010 - 7th North and Carlow Application Type : Document Filename : INFRASTRUCTURE PLAN Rev. (2) 7.02.2021- 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 5 Sidewalk must be 6' wide where vehicle overhang occurs. Rexburg Development Code 3.04.060 C C-4 Callout Kyle Baldwin : P&Z Open 5 Sidewalk must be 6' wide where vehicle overhang occurs. Rexburg Development Code 3.04.060 C # 21-00187 New Single Family Residence Report Date: 07.21.2021 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) VAN VAN ELEC MECH ELEC MECH 401-8 401-8 401-8 Install 170' of 8" ADS N 12 Storm Pipe @ 0.40% Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60% 502-1 4875.00 TBC-PC 4875.45 TBC-PC 4875.30 TBC-PC 4874.82 TBC-PC 4874.33 TBC END 4873.78 TBC END 4874.88 TBC-PC 4873.77 TBC-PC 4874.84 TBC-PC 4874.84 TBC-PC 4873.75 TBC-PC 4873.91 TBC-PC 4874.56 TBC-PC 4874.00 TBC-PC 4874.74 TBC-PC 4874.78 TBC-PC 4874.38 TBC-PC 4874.25 TBC-PC 4874.16 TBC-PC 4874.11 TBC-PC 4873.73 TBC-PC 4873.84 TBC-PC 4873.84 TBC-PC 4873.78 TBC-PC 4874.05 TBC-PC 4874.15 TBC-PC 4874.19 TBC-PC 4874.61 TBC-PC 4874.72 TBC-PC 4874.50 TBC-PC 4873.67 TBC-PC 4873.42 TBC-PC 4873.54 TBC-PC 4873.50 TBC-PC 4873.12 TBC END 4874.73 TBC-PC 4874.77 TBC-PC 4874.82 TBC-PC 4875.23 TBC-PC 4875.45 TBC-PC 4873.22 TBC END 4873.31 TBC-PC Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60% 4873.52 TBC-PI-LP 4873.55 TBC-PI-LP 4874.00 TBC-PI-LP 4873.50 TBC-PI-LP 502-1 Install 374' of 8" PVC SDR-35 San. Pipe @ 0.60% 502-1 502-1 505-6 Install 75' of 8" PVC SDR-35 San. Pipe @ 0.40% 403-1 FLANGE: 4875.17' 401-8.8.6 A. ELEV: 4868.64' 401-8 Install 373' of 8" PVC SDR-35 San. Pipe @ 0.60% 4873.82 TBC-PI 4874.61 TBC-PI 4874.82 TBC-PI 4875.65 TBC END 4875.67 TBC END 4875 4873 4872 4871 4874 4871 4872 4873 4874 4874 4874 4 8 7 5 4875 4874 4 8 7 4 4 8 7 3 4872 4872 4872 4 8 7 3 4 8 7 3 4874 4874 -2 . 1 4 % -2 . 0 4 % - 2 . 9 1 % -2 . 6 4 % -2 . 2 1 % -2 . 7 7 % -2 . 6 2 % -2 . 7 9 % -3.9 2 % -3.48 % - 3 . 4 3 % - 3 . 4 0 % -2 . 6 3 % -2. 6 1 % -2. 5 9 % -2 . 1 9 % -3 . 1 6 % 4875.72 FF 4875.00 FF 4874.84 FSW 4874.84 FSW 4874.84 FSW 4875.56 FSW 4875.56 FSW 4875.56 FSW -0 . 5 0 % - 2 9 . 1 7 % - 2 3 . 5 0 % -2 5 . 0 0 % -2 4 . 8 9 % -2 4 . 9 4 % -2 5 . 0 0 % -2 4 . 9 8 % -2 5 . 0 0 % 4870.73 BTM 4870.73 BTM 4874.51 TBC-PI 4873.88 TBC-PI 4872.37 TBC-PI -2.16% -2.74% -1.10 % -0.94% -0.74% -0 . 4 0 % -0.77% -0.66% -0.51%-0.42% -2 . 0 0 % -0.40% 401-8 4874.81 TBC END 4874.78 TBC END 4874.04 TBC END 4874.00 TBC END 4874.51 EOC 4874.51 EOC 4873.83 EOC 4873.83 EOC 4875.16 TOA-GB 4875.16 TOA-GB -2 . 0 0 % -2 . 0 0 % -2 . 0 0 % -7.21% 602-2 Install 22' of 12" ADS N 12 Storm Pipe @ 0.22% -2 . 0 0 % -2 . 0 0 % -1 . 9 4 % -8.25% 602-2602-2 602-1 Install 275' of 12" ADS N 12 Storm Pipe @ 0.22% 4875.24 EO EXIST 4874.88 EO EXIST 4874.37 EO EXIST 4874.33 EO EXIST 4875.01 TBC END 4873.14 BSW-MATCH 4873.25 BSW-MATCH 403-1 FLANGE: 4875.53' 403-1 FLANGE: 4874.98' 401-8-6 A. ELEV: 4869.83' 401-8-6 A. ELEV: 4869.28' 401-8.8.8.8 A. ELEV: 4867.63' 401-8.8.8.8 A. ELEV: 4868.16' 4874.84 FSW 4874.84 FSW 4874.84 FSW -0 . 6 4 % -0 . 4 9 % -0 . 5 6 % 602-1 401-8 401-8 DOGHOUSE CATCH BASIN S0° 03' 46"E 149.50' S89° 58' 29"E 415.11' N0° 28' 26"W 149.50' N89° 58' 28"W 414.04' S0° 03' 46"E 141.40' N0° 28' 26"W 145.00' S89° 31' 34"W 413.01' 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 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-2 STORM MAIN 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 C-9 FOR MORE INFORMATION 706-R1 PEDESTRIAN RAMP 1102-1 STREET LIGHT 1103-1 STOP SIGN WITH STREET NAMES SEE SHEET C-9 FOR MORE INFORMATION 404-0 3/4" WATER SERVICE 706-3 2.5' VERTICAL CURB 706-V1 CONCRETE VALLEY GUTTER 401-8-6 8"- 6" REDUCER 401-8.8.8.8 8" CROSS 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 (7TH STREET ENTRANCE): AREA: 2,550 SF VOL REQ: 276 CU FT VOL PROP: 300 CU FT WATERSHED AREA 2 (CENTER POND): AREA: 70,230 SF VOL REQ: 7,610 CU FT VOL PROP: 11,930 CU FT WATERSHED AREA 3 (FIRE LANE): AREA: 20,075SF VOL REQ: 2175 CU FT VOL PROP: 2187 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 SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-039 DATE:DATE: June 7, 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 PRELIMINARY FOR REVIEW ONLY CI T Y C O M M E N T S A N D S I T E C H A N G E S 7- 4 - 2 0 2 1 C-4 C-9 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: 121193 SQ FT (2.78 ACRES) LANDSCAPE: 32,854 SQ FT (27% OF TOTAL) (LANDSCAPE DESIGN BY OTHERS) BUILDINGS: 2 (50 UNITS) (SEE ARCHITECTURAL FOR DETAILS) PARKING: REQUIRED: 100 (2 PER UNIT) PROPOSED: 100 (4 ADA STALLS) SITE NOTES: 504-4 504-4 POWER SHOWN SEE ELECTRICAL FOR DETAILS 4" DEPTH CRUSHED 3 4" 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 RELOCATE DITCH WITH CULVERT 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 CLEDGE OF ASPHALT 1.00' 100-1 100-1 100-1 100-1 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. 1102-1 706-11 706-11 706-D1 SEE TRASH ENCLOSURE WALL DETAIL SHEET C-5 INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STD INSTALL ADA STALL PER DETAIL SHEET C-9 3" OF TOPSOIL SEE LANDSCAPE PLAN FOR DETAILS LANDSCAPE ROCK 1.00' 2.00' 0.80' 2.00' 5.00' 4" OF CONCRETE SIDEWALK PROPOSED BUILDING 4" OF CONCRETE SIDEWALK FF ELEV 2% 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 INSTALL ADA STALL PER DETAIL SHEET C-9 INSTALL ADA STALL PER DETAIL SHEET C-9 INSTALL ADA STALL PER DETAIL SHEET C-9 100-1 100-1 100-1 706-11 706-11 706-11 706-11706-11 706-11 SEE TRASH ENCLOSURE WALL DETAIL SHEET C-5INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STD 706-D1 706-D1 706-D1 706-D1 706-D1 706-D1706-D1 504-4504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 706-11 706-11 706-11 706-11 706-11 706-11 706-11 706-11 706-11 706-11 706-11 706-11 INSTALL INFILTRATION DRAIN AS PER REXBURG SD B-11 INSTALL INFILTRATION DRAIN AS PER REXBURG SD B-11 FIRE ACCESS ROAD 706-12 706-12 706-3 706-3 706-3 706-A1 706-A1 706-S1 706-S1 706-S1 706-S1 706-S1 706-S1 706-S1 200-1 402-8 CAP END CAP END 706-A1 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 100-1 9.00' 9.00' TYP. 2.00' 5.00' 24.00' TYP 24.00' TYP 9.00' 5.00' 9.00' TYP 2.00' 706-V1 MATCH EXISTING IRRIGATION INV DAYLIGHT IRRIGATION DITCH CULVERT BLEND TO EXISTING DITCH 26.00' DOGHOUSE SSMH #1 RIM: 4873.34 W INV IN: 4860.95 S INV IN: 4861.05 E INV OUT: 4960.95 15.00' FRONTAGE SETBACK 25.40' FRONTAGE SETBACK 15.00' FRONTAGE SETBACK 41.10' REAR SETBACK 40.30' SIDE SETBACK 39.10' SIDE SETBACK PROPOSED SNOW STORAGE AREA fs=NO"=pipe=large= enough?= AaA=corner= requiredK= ADA Corner added upgraded to 36" ㄹ⸹ 㤠晴 ㄸ⸵ 〠晴 ㄸ⸵ 〠晴 pidewalk=must=be=SD=wide=where=vehicle= overhang=occursK=oexburg= aevelopment=Code=PKMQKMSM=C= pidewalk=must=be=SD=wide=where=vehicle= overhang=occursK=oexburg= aevelopment=Code=PKMQKMSM=C= VAN ELEC MECH 1+ 0 0 2+ 0 0 4+00 5+00 6+00 7+00 7+70 0+00 1+00 2+00 3+00 4+00 4+27 0+ 0 0 1+ 0 0 401-8 401-8 401-8 Install 170' of 8" ADS N 12 Storm Pipe @ 0.40% Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60% 502-1 502-1 505-6 403-1 FLANGE: 4875.17' 401-8.8.6 A. ELEV: 4868.64' Install 373' of 8" PVC SDR-35 San. Pipe @ 0.60% 4875 4873 4872 4871 4874 4874 4 8 7 5 4875 4 8 7 3 4874 4874 602-2 Install 22' of 12" ADS N 12 Storm Pipe @ 0.22% 602-2602-2 Install 275' of 12" ADS N 12 Storm Pipe @ 0.22% 403-1 FLANGE: 4875.53' 401-8-6 A. ELEV: 4869.83' 401-8.8.8.8 A. ELEV: 4868.16' 602-1 N89° 58' 28"W 414.04' S0° 03' 46"E 141.40' N0° 28' 26"W 145.00' S89° 31' 34"W 413.01' DATUM ELEV 4860.00 4864 4868 4872 4876 0+00 0+50 48 7 3 . 8 48 7 3 . 7 9 1+00 48 7 4 . 5 48 7 4 . 5 0 1+50 48 7 4 . 7 48 7 4 . 7 1 2+00 48 7 4 . 8 48 7 4 . 7 8 2+50 48 7 4 . 9 48 7 4 . 8 6 3+00 48 7 4 . 9 48 7 4 . 9 4 3+50 48 7 5 . 0 48 7 5 . 0 4 4+00 48 7 5 . 2 48 7 5 . 1 5 4+26.52 48 7 5 . 2 48 7 5 . 2 4 Install 10' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 7' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 387' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 4' of 8" DI C-50 WATER Pipe @ 5' Min Cover Install 4' of 8" DI C-50 WATER Pipe @ 5' Min Cover FH #2 Flange: 4875.20' Station: 0+74.56 Offset: -394.317 DATUM ELEV 4860.00 4864 4868 4872 4876 3+50 48 7 1 . 1 48 7 1 . 1 5 4+00 48 7 1 . 3 48 7 1 . 2 5 4+50 48 7 1 . 4 48 7 1 . 3 9 5+00 48 7 1 . 5 48 7 1 . 5 1 5+50 48 7 1 . 8 48 7 1 . 7 9 6+00 48 7 1 . 9 48 7 1 . 9 3 6+50 48 7 2 . 1 48 7 2 . 1 5 7+00 48 7 2 . 2 48 7 2 . 2 5 7+50 48 7 3 . 6 48 7 3 . 5 6 7+90 Install 373' of 8" PVC SDR-35 San. Pipe @ 0.60% SS MH #2 RIM:4874.74 E INV IN:4861.83 W INV IN:4861.83 S INV IN:4861.83 N INV OUT:4861.73 SSMH #4 RIM:4874.17 W INV OUT:4864.06 Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60% 401-6 6" WATER MAIN 401-8 8" WATER MAIN 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 504-4 4" SEWER SERVICE 601-12 12" STORM MAIN 602-2 STORM MAIN CATCH BASIN 404-0 3/4" WATER SERVICE 401-8-6 8"- 6" REDUCER 401-8.8.8.8 8" CROSS CHECK BY SHEETS DRAWN BY JOB NO: DATE: OF SHEET SLHJJB SH E E T N A M E : PR O J E C T : LO C A T I O N : 2021-039 DATE:DATE: June 4, 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 PRELIMINARY FOR REVIEW ONLY CI T Y C O M M E N T S A N D S I T E C H A N G E S 7- 4 - 2 0 2 1 C-6 C-9 RE X B U R G R O W H O U S E BU I L D I N G 1 P L A N & P R O F I L E RE X B U R G , I D SEWER CROSSING INSTALL INFILTRATION DRAIN AS PER REXBURG SD B-11 18" MIN VERTICAL SEPARATION CAP END OF WATER LINE FOR FUTURE DEVELOPMENT STORM CROSSING EXISTING GRADE PROPOSED GRADE WATER CROSSING EXISTING GRADE PROPOSED GRADE MATCH EXISTING IRRIGATION INV INSTALL 275' OF 12" ADS N 12 STORM PIPE @ 0.22% 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 404-0 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 504-4 NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND 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 AND CITY OF IDAHO FALLS STANDARDS. 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 AND CITY OF IDAHO FALLS STANDARDS. 4.ASSUMED TOP OF FOUNDATION WALL IS FINISHED FLOOR, CONTRACTOR TO NOTIFY ENGINEER IF DIFFERENT. APPROVED BY ________________________DATE:____________ City of REXBURG 402-8 CAP END BUILDING 1 PLAN VIEW BUILDING 1 PROFILE VIEW 10' VERTICAL EXAGGERATION CA R L O W S T R E E T E 7TH N aEn Approval oequiredK Submitted to DEQ