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Home My WebLink AboutAPPLICATION & PLANS - 06-00341 - Applebee's Restaurant - Site PlanA ~~ Gl CAF F 1 r ~ ~ ~~~F M ~(/Y\~ ~[[[.'.~~j ^ _ _ S F t ~'S ~. Y1 1 ~~3 F, J R V- 2~ 4 (- ~~~ ((` ~ ~ ~~~~tl 1L ~ ~\\-'ice ~Ct ..-~ i i l .xo- f :t .. i_. . v. M y ~ ^ ~~- . ^~._L.. ~ .~ ~;~, ~`~ ~~~ RMERfCAS FANtILY COMMUNfTY 19 E. Main (PO Box 280) Phone: 208-359-3020 x2 '~sH~ Rexburg, Idaho 83440 Fax: 208-359-3024 • www.rexburg.org cathywCa7rexburg.org Site Plan Checklist Permit Number: Application Information RCI Realty, LLC Applicant: Ei ~,,,, A„ „r„ Phone: (303) 770-8884 FAX:(~) 770-3636 cx-e rx vwi~-.~cvmcrv~t-~S ~Aci$~e'9 Applicant's Address: 5350 DTC Parkway City: GrPenwonrl ST: ~~ .Zip:, Rn ~ > 1 Project Address: 97 n; V rG; ry R1 t=~ Village Recorded Owner: Floyd Wilcox & Sons, Ins. Phone: (~nR~ ~Sh-~Sh~ FAX{fig? 35.6-666A Recorded Owner Address:1110 Golden Beauty Drive City: Rexburg ST: ID Zip: 83440 Development Information [~:{ 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible. ® 2. Adjoining streets labeled. 1^ 3. Right-of--way location and width, curb to curb widths and sidewalk location. ® 4. Building location, sq footage and dimensions, with distance to property lines and distances between buildings. ® 5. Show existing and proposed easements. ® 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains). ® 7. Proposed utilities including tie in location to existing services and new easements. ® 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins). ® 9. Storm drainage plan for parking lot and roof areas, with calculations. (See Miscellaneous Drainage ® 10. Fire hydrants and fire suppression lines (including tie to City lines). Calculations Report) ^ Sprinkled C~ Not Sprinkled ^ 11. Indicate Fire apparatus access. (All access drives are accesible to fire) f~ 12. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total numbers). C~ 13. Landscaping (type and total area, including dimensions). ® 14. Trash facilities. ® 15. North Arrow ® 16. Drawing to Scale, including a graphic scale (11 1/2 x 17" paper if possible). ® 17. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.) ® 18. Legal description of proposed building site included. ® 19. Percent of lot covered by building. or paving calculated. ® 20. Show 10% snow storage area. ^-21. Distance of entrances from street corner indicated. N/A ®22. Current Vicinity Map. (81/2 x 11") at 1" = 300' scale, showing location of the property. NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROTECT WILL BE PLACED ON THE PLANNING & ZONING AGENDA. ~ a o ~ ~ti 0 O Z 0 v ~' p ~; I ~" i ~2~_0~ ~~ ~ ~ i ~~ r ~; ' .. 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X v d a zo lSV ~o -*i 0 z O L D Z O v b o}; w- 1 ~ m-~ ~~~-~~ ~~ i i Y ` ~- ; .~ ~ ------ I rr--~~ L~ i ~--~~- i~ \ ~ i i /~ i i i i i i i i i i i ~ i i i i i i i i ; i i i _____ ` i I P C -U n ~' ci x a i d P ~ :w1 I~ m I A e P I • ~ ~,_,~ o --o 2 Qs Qw U~ Q 2 ~~ ~O REXBUR DAH~ M ~.. a~ U~ JAN 07 o alt/ ~ ,-~ x d a 0 0 D Z 0 v • 06 00341 Applebee's Restaurant-Site Plan Miscellaneous Drainage Calculations for Applebee's at Rexburg Idaho July 2006 Prepared For: RCI Realty, LLC 400 Interstate North Parkway Suite 1200 Atlanta, Georgia 30399 (770) 951-0586 Attn: Andrew Grove Prepared By: Galloway Romero & Associates 5350 DTC Parkway Greenwood Village, CO. 80111 (303) 770-8884 Attn: Larry L. Parker JUL 1 p 2006 CITY OF REXBURG 7 CULTEC INFILTRATOR SIZING CALCULATIONS NORTH BASIN OVERALL AREA LANDSCAPING ROOF PAVING IMPREVIOUS AREA ROOF PAVING 17506 SF 708 SF 3364 SF 13434 SF TOTAL 17506 SF 3364 13434 TOTAL 16798 SF 0.386 ACRES SIZING CRITERIA: 3CHAMBERS/0.10 ACRE OF IMPERVIOUS AREA NUMBER OF CHAMBERS = 3(0.386/0.10) = 11.58, 12 CHAMBERS REQUIRED SOUTH BASIN OVERALL AREA LANDSCAPING ROOF PAVING IMPREVIOUS AREA ROOF PAVING 13288 SF 1720 SF 2675 SF 8893 SF TOTAL 13288 SF 2675 8893 TOTAL 11568 SF 0.266 ACRES SIZING CRITERIA: 3CHAMBERS/0.10 ACRE OF IMPERVIOUS AREA NUMBER OF CHAMBERS = 3(0.266/0.10) = 7.97, 8 CHAMBERS REQUIRED e COMPOSITE RUNOFF CALCULATIONS COEFFIGIENTS USED 50 YEAR STORM LAWN 0.35 ROOF 0.90 PAVING 0.92 GROUND COVERAGE NORTH BASIN LANDSCAPING ROOF PAVING 100 YEAR STORM LAWN 0.40 ROOF 0.90 PAVING 0.93 708 SF 3364 SF 13434 SF TOTAL 17506 SF Cso = ((0.35 x 708) + (0.90 x 3364) + (0.92 x 13434)/17506 = 0.89 Coo = {(0.40 x 708) + (0.90 x 3364) + {0.93 x 13434)/17506 = 0.90 SOUTH BASIN LANDSCAPING 1720 SF ROOF 2675 SF PAVING 8893 SF TOTAL 13288 SF Cso = ((0.35 x 1720) + (0.90 x 2675) + (0.92 x 8893)/13288 = 0.84 Coo = ((0.40 x 1720) + (0.90 x 2675) + (0.93 x 8893)/13288 = 0.86 ~Uft. 23. 2+1~U.. ~:2~a~~~ n ruii ice- orrdg.. 2 0.0 13.0 O 10.0 = 8.0 ~ 6.0 w a 4.0 w = 2.0 U Z 1.0 2 0.8 O.s >- ~ 04 CJ') Z La.l ~- 0.2 Z J 01 J a .o a ~ .0 6 Z .0 4 a .0 2 5 ~~~, LJJVr ~~ L Flyurc i0-'~ii:17 {! 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