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Home My WebLink AboutSITE LAYOUT - 25-01049 - Centennial Office Building - New Commercial BldgPROPERTY LOCATION OR DESCRIPTION PHONE FILE NO. SCALE:of SITE PLAN CONTACT PERSON NAME ADDRESS DATE PLOTTED: REVIEW NO.: DRAWN BY: CHECKED BY: 24"X36" PRINTING SHEET NO. Call 811 Before You Dig DIGLINE OWNER/DEVELOPER TRELLIS DEVELOPMENT 208-881-0048 ARCHITECT WELL LIFE ARCHITECTURE 208-541-6361 CIVIL ENGINEER KROSSROADS ENGINEERING 208-757-9514 MECHANICAL ENGINEER NAME PHONE SURVEYOR TETON VIEW SURVEYING 208-516-6877 19-Jan-26 Stamp CENTENNIAL COMMERCIAL BUILDING PRELIMINARY REVIEW NOT FOR CONSTRUCTION EMAIL This site plan is designed to conform with an actual survey that was performed on the ground by a land surveyor licensed by the State of Idaho. The boundary lines of the survey are shown hereon with bearings and distances. It is the owner's/developer's responsibility to construct all structures shown on this site plan in accordance with said survey. SITE PLAN JL 1 BWB29-2025 1 8 BARRYB@KROSSROADSENGINEERING.COM 112 S. MAIN STREET STE. D, FIRTH, IDAHO, 83236 BARRY BAME 208-757-9514 SITE MAP VICINITY MAP N REXBURG WEST, DIVISION NO. 1 BLOCK 1 LOTS 2 AND 3 CONTACTS SHEET LIST SURVEY NOTE: MALAD CITY PRESTON SODA SPRINGS POCATELLO JEROME GOODING SHOSHONE TWIN FALLS BOISE NAMPA EMMETT WEISER PAYETTE COUNCIL McCALL CHALLIS ARCO BLACKFOOT IDAHO FALLS RIGBY REXBURG ST ANTHONY DRIGGS DUBOIS SALMON GRANGEVILLE LEWISTON OROFINO MOSCOW ST MARIES COEUR D'ALENE SANDPOINT BONNERS FERRY AMERICAN FALLS MOUNTAIN HOME HAILEY FAIRFIELD MONTPELIER DOWNEY ISLAND PARK CAREY MURPHY IDAHO CITY CALDWELL CASCADE ELK CITY NEZPERCE LEADORE FIRTH BURLEY RUPERT IDAHO ELECTRICAL ENGINEER NAME PHONE TELECOMMUNICATIONS CABLE ONE 208-589-2401 FIRE DEPARTMENT NAME PHONE POWER ROCKY MOUNTAIN POWER 888-221-7070 DEQ DEQ OF IDAHO 208-528-2650 NATURAL GAS INTERMOUNTAIN GAS 208-859-3687 #1 - COVER #2 - NOTES #3 - REFERENCE/DETAIL #4 - EXISTING CONDITIONS #5 - GENERAL LAYOUT #6 - SITE DESIGN #7 - BEST MANAGEMENT PRACTICES GENERAL LAYOUT #8 - BEST MANAGEMENT PRACTICES DETAILS SEE SHEETS PROJEC T L O C A T I O N DATEAPPRODED CITY OF REXBURG N0 ° 2 0 ' 0 9 " W 1 7 3 . 0 0 ' N0 ° 2 0 ' 0 9 " W 1 7 3 . 0 0 ' N0 ° 2 0 ' 0 9 " W 1 7 5 . 4 2 ' 110.00' S89°49'25"W 485.76' 100.00' 100.00' N89°49'25"E 273.06' 88.92' VAN 21 PARKING STALLS 17 PARKING STALLS 8 P A R K I N G S T A L L S E E E CP CP CP CP 4856 48 5 6 4 8 5 7 4857 4856 4 8 5 7 4856 4856 4855 4 8 5 6 4856 4857 4857 GE N E R A L L A Y O U T SHEET NO. January 19, 2026 JL BWB PRELIMINARY REVIEW NOT FOR CONSTRUCTION of 8 DRAWN BY: CHECKED BY: CONTACT PERSON BARRY BAME NAME: PHONE:208-757-9514 EMAIL:BARRYB@KROSSROADSENGINEERING.COM Call 811 Before You Dig DIGLINE CE N T E N N I A L O F F I C E B U I L D I N G 0 30 24 " X 3 6 " S H E E T S I Z E 60 1" = 3 0 ' N BASIS OF BEARING BASED ON THE IDAHO STATE PLANE COORDINATE SYSTEM, IDAHO EAST ZONE SPC NAD 83 DATUM. NAVD 88 (GEOID 12B) REFERENCES: VALLEY WIDE COOPERATIVE INS. 306983 ITD INS. 306236 BOYD CARDON INS. 288642 ITD R/W DEED INS. 321368 TETON VIEW SURVEYING INS. 433072 CONTROL POINTS CONTROL #1 1/2" REBAR WITH CAP NORTHING: 787245.180' EASTING: 748420.567' ELEVATION: 4856.49' PROPERTY NOTE 1.ZONE: COMMUNITY BUSINESS CENTER (CBC) 2.BUILDING CONSTRUCTION TYPE: IIB 3.BUILDING HEIGHT TO EAVE/TOP PLATE: 28.5' 4.BUILDING AREA: 15,000 SQ. FT. 5.LAND USE: 5.1.CURRENT = VACANT 5.2.PROPOSED = COMMERCIAL, OFFICE, RETAIL, PROFESSIONAL BUSINESS 6.PROPERTY SIZE: TOTAL = 36,590.4 SQ. FT. 6.1.LOT 2 = .44 ACRES (19,166.4 SQ. FT.) 6.2.LOT 3 = .40 ACRES (17,424.0 SQ. FT.) 7.LANDSCAPE COVERAGE: 7.1.REQUIRED = 3,659.0 SQ. FT. (10%) 7.2.PROVIDED = 4,956.02 SQ. FT. (13.5%) 8.SNOW STORAGE: 8.1.REQUIRED = 3,659.0 SQ. FT. (10%) 8.2.PROVIDED = 1,042.5 SQ. FT. (2.8%) 8.2.1.ALL SNOW NOT CONTAINED IN PROVIDED AREA WILL BE HAULED OFF SITE. 9.PARKING: 9.1.REQUIRED = 45 (3/1000 SQ. FT.) 9.2.PROVIDED = 46 (1 VAN AND 1 REG. ADA) 10.STORM WATER: 10.1.REQUIRED = 3,963.96 CU. FT. 10.1.1.36,590.4 SQ. FT. *1.3 IN * (1FT/12 IN) = 3,963.96 CU. FT. 10.2.PROVIDED = 4,198.24 CU. FT. 10.2.1.PERF PIIPE: 3.14*1.5'^2*160 FT. = 1130.4 CU. FT. 10.2.2.ROCK SECTION: 10'*5.5'*160'= 8,800 CU. FT. - 1130.4 CU. FT. = 7669.6 CU. FT. *.4 = 3067.84 CU. FT. + 1130.4 CU. FT. = 4198.24 CU. FT. SNOW STORAGE AREA CONTRACTOR TO COORDINATE WITH NEIGHBORING PROPERTIES FOR CONSTRUCTION AND POSSIBLE TRAFFIC INTERRUPTIONS. 16 . 5 0 ' 18.57' 18.70' 16 . 5 0 ' 18 . 6 1 ' 38.16' 40.28' 38.00' 81 . 3 9 ' 20.53' 79 . 2 7 ' 6. 5 0 ' 6.00' 15 . 0 0 ' EX I S T . P. U . E . 10 . 0 0 ' EX I S T . P. U . E . 9.00' TYP. 18 . 0 0 ' TY P 5. 0 0 ' 10 . 6 8 ' 11.00'8.80'10.00' 12.30' 26.07' 13.72' 9.00' TYP. 18 . 0 0 ' TY P 5 1.79' 7. 2 8 ' 5. 3 0 ' 5. 3 0 ' 1.79' 4.57' 6.37' 6.36' 12.00' 82 . 5 1 ' 155.00' 6. 5 0 ' 26 . 0 0 ' 26.25' 26.28' 4.50' CONTROL POINT #1 CONTROL POINT #6 CONTROL POINT #2 CONTROL POINT #3 CONTROL POINT #4 CONTROL POINT #5 CONTROL #2 1/2" REBAR WITH CAP NORTHING: 787245.401' EASTING: 748530.383' ELEVATION: 4855.06' CONTROL #3 1/2" REBAR WITH NO CAP NORTHING: 787245.810' EASTING: 748630.382' ELEVATION: 4854.64' CONTROL #4 1/2" REBAR WITH CAP NORTHING: 787420.518' EASTING: 748419.476' ELEVATION: 4855.91' 7. 2 8 ' 4.50' L>B9>E<ÑG:IC>KÑGB6EJÑ86BBÑFLKÑ LJ>E:JJÑF88LG6E8QÑFEBQÑÑ;Ñ>KÑ>JÑ 6ÑC>P:9ÑLJ:9ÑK=6KÑ8FLB9ÑGLJ=Ñ>KÑ >EKFÑ6ÑJGI>E@B:I:9Ñ7L>B9>E< N0 ° 2 0 ' 0 9 " W 1 7 3 . 0 0 ' N0 ° 2 0 ' 0 9 " W 1 7 3 . 0 0 ' N0 ° 2 0 ' 0 9 " W 1 7 5 . 4 2 ' 110.00' S89°49'25"W 485.76' 100.00' 100.00' N89°49'25"E 273.06' 88.92' VAN 21 PARKING STALLS 17 PARKING STALLS 8 P A R K I N G S T A L L S E E E CP CP CP CP 4856 48 5 6 4 8 5 7 4857 4856 4 8 5 7 4856 4856 4855 -2 . 5 0 % -2 . 5 6 % -2 . 2 3 % -1 . 3 0 % -1 . 7 3 % -2 . 0 7 % -1 . 8 0 % -2 . 1 3 % - 3 . 2 6 % - 2 . 3 1 % -4. 3 3 % 4 8 5 6 4856 -5.05% -3.83% -2.38% -0.45% -2.54% -1 . 8 6 % -1 . 8 5 % -1 . 8 5 % -1 . 8 5 % 485 7 . 5 0 FF 4856.85 GB 4856.95 GB 4857.09 GB 4857.25 GB 4856.99 GB 4857.25 GB 4857.05 GB 4856.85 GB 4857.00 GB 4857.25 FG 4857.25 FG 4857.45 FG 4857.25 FG 4857.25 FG 4857.50 TSW 4857.25 FG 4857.25 FG 4857.25 FG 4857.25 FG 4857.25 FG 4857.25 FG 4857.00 FG 4857.00 FG 4857.00 FG 4857.02 FG 4857.00 FG 4857.00 FG 4857.00 FG 4857.00 FG4857.00 FG 4857.00 FG 4857.50 TSW 4857.50 TSW 4857.50 TSW 4857.45 TSW 4856.94 TSW 4856.87 TSW 4856.40 TOA 4856.40 TOA 4856.40 TSW 4856.74 TOA 4857.24 TSW 4856.88 TOA 4857.38 TSW 4856.88 TOA 4857.38 TSW 4856.82 TOA 4856.82 TSW 4856.76 TOA 4856.76 TSW 4856.84 TOA 4857.34 TSW 4857.00 TSW 4856.90 TSW 4856.40 TOA 4856.90 TSW 4855.86 TSW-MATCH 4855.81 TSW-MATCH 4855.44 TSW-EXIST 4855.67 TSW-MATCH 4855.69 TSW-MATCH 4855.90 TSW-EXIST 4857.50 TSW 4857.50 TSW 4855.99 TOA-EXIST -1 . 3 2 % -6 . 9 3 % -9 . 3 0 % -6 . 5 5 % 4855.87 TOA 4856.01 TOA 4855.48 TOA 4854.80 TOA-LP 4855.50 TOA-MATCH 4856.31 TOA 4856.36 TOA-MATCH 4856.05 TOA 4856.62 TBC 4856.24 TOA 4856.46 TBC END -7.44% 4856.77 TOA-EXIST 4856.88 TOA 4856.89 TOA-EXIST 4857.20 TBC 4856.46 TBC-MATCH 4856.14 TBC -3.41% 4855.43 TBC-LP 4856.16 TBC -2 . 0 6 % Install 27' of 12" ADS N 12 Storm Pipe @ 0.22% Install 160' of 36" ADS N 12 Perforated Storm Pipe @ 0.48% Install 45' of 12" ADS N 12 Storm Pipe @ 0.22% Install 80' of 12" ADS N 12 Storm Pipe @ 0.22% 4856.40 TOA 4856.90 TSW 4857.00 TSW 4857.00 TSW 4857 4857 4856.92 BTM 4857.42 TOP 4856.34 BTM 4856.84 TOP 4855.77 BTM 4856.27 TOP 4856.53 TOA 4856.53 TOA 4856.53 TOA-EXIST SDCB3 GRATE:4856.85 12" N INV IN :4851.90 12" S INV OUT:4851.90 SDCB 2 GRATE:4856.08 12" S INV OUT:4852.08 SDCB 1 GRATE:4855.12 12" N INV OUT:4851.09 SDIMH 1 RIM:4855.65 SUMP: 4847.97 12" S INV IN :4851.03 36" E INV IN :4849.03 SDIMH 2 RIM:4856.22 SUMP: 4848.27 12" N INV IN :4851.80 36" W INV OUT:4849.80 4856.55 TBC 4856.63 TBC-EXIST 4856.61 TBC-MATCH 4856.18 TOA-EXIST 4856.74 TOA 4857.24 TSW 4857.50 TSW 4855.65 TSW-MATCH 4855.64 TSW-MATCH 4857.04 TSW 4857.50 TSW 4856.91 BTM 4857.41 TOP 4856.32 BTM 4856.82 TOP 4855.73 BTM 4856.23 TOP 202.1 SAW CUT, SURFACE REMOVAL AND REPAIR 404.1 1" WATER SERVICE WITH METER BOX INSTALLATION PER CITY OF REXBURG STANDARD SHEET 15 WATER SEWER EARTHWORK 504.4 4" SDR 35 SANITARY SEWER SERVICE INSTALLATION PER SD-511 200.1 RETAIN AND PROTECT EXISTING PROPERTY AND UTILITIES STORM 601.6 6" ADS N-12 STORM MAIN PIPE INSTALLATION PER ISPWC STANDARD DRAWINGS AND SPECIFICATIONS 601.12 12" ADS N-12 STORM MAIN PIPE INSTALLATION PER ISPWC STANDARD DRAWINGS AND SPECIFICATIONS 600.36 36" ADS N-12 PERFORATED STORM PIPE INSTALLATION PER ISPWC STANDARD DRAWINGS AND SPECIFICATIONS WITH DRAIN ROCK PER DETAIL ON SHEET 3. 602.1 30" DIAMETER TYPE I STORM CATCH BASIN INSTALLATION PER SD-601. 602.9 STORM INFILTRATION STRUCTURE INSTALLATION PER DETAIL ON SHEET 3 602.2 30" DIAMETER TYPE II STORM CATCH BASIN WITH ROUND GRATE INSTALLATION PER SD-601 CONCRETE 706.1 6" CURB AND GUTTER LIP UP INSTALLATION PER SD-701 706.7 CURB TERMINUS INSTALLATION PER SD-707 (LENGTH ALTERED) 706.9A INTEGRAL CONCRETE SIDEWALK INSTALLATION PER DETAIL ON SHEET 3 706.11 ADA PEDESTRIAN RAMP WITH DETECTABLE WARNINGS INSTALLATION PER ISPWC AND THE CITY REXBURG STANDARD DRAWINGS AND SPECIFICATIONS TRAFFIC & MISC. 1101.0 INSTALL CAR STOP 1201.1 INSTALL DOUBLE TRASH ENCLOSURE PER REXBURG STANDARD SHEET 12 SI T E P L A N SHEET NO. January 19, 2026 JL BWB PRELIMINARY REVIEW NOT FOR CONSTRUCTION of 8 DRAWN BY: CHECKED BY: CONTACT PERSON BARRY BAME NAME: PHONE:208-757-9514 EMAIL:BARRYB@KROSSROADSENGINEERING.COM Call 811 Before You Dig DIGLINE CE N T E N N I A L O F F I C E B U I L D I N G 0 10 24 " X 3 6 " S H E E T S I Z E 20 1" = 1 0 ' N 1201.1 706.7 706.9A 706.9A 706.11 706.9A 706.1 706.1 706.1 706.7 1101.0 602.1 602.1 602.2602.2 602.2 602.2 602.9602.9 INSTALL 44' OF 6" ADS N 12 STORM PIPE @ 1.00%INSTALL 44' OF 6" ADS N 12 STORM PIPE @ 1.00%INSTALL 44' OF 6" ADS N 12 STORM PIPE @ 1.00% 6" STEP 404.1 504.4 404.1 504.4 600.36 601.6601.6601.6 601.12 601.12 601.12 706.9A 202.1 202.1 202.1 6 200.1 200.1 200.1 6" STEP JÑ:P>JK>E<ÑI:K:EK>FEÑB6I<:Ñ :EFL<=Ñ;FIÑ699:9ÑMFBLC: JÑK=:I:Ñ6EÑ6<I::C:EKÑ KFÑLJ:ÑE:><=7FIJÑ JQJK:C )KFICÑ9I6>E6<:Ñ86B8LB6K>FEJÑI:HL>I:9