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HomeMy WebLinkAboutSITE PLAN - Owen, Bryce - Student Housing - 2nd S - Westside Estates - Site PlanSTUDENT HO USING am ON 2ND SO UTH CITY OF REXBURG MADISON COUNTY, IDAHO IMPROVEMENT DRAWINGS FOR THE CONSTRUCTION OF PARKING LOT IMPROVEMENTS STORM DRAIN IMPROVEMENTS APPROVED FOR CONSTRUCTION CITY OF REXBURG DATE VICINITY MAP Rexburg Departmental Approvals (Includes Sit, Plane, Preliminary and Final Pkb) Approved- Disapproved - N/A ADpimul➢ata Planning & Zoning I — I S O `/ Building Department Fire Depamom Engineering DepaEtnam WaterlDeiarmust. WaeteWgeaDaptWtaf�„+,��, „�,�,�, StreetDeprsrr �� City Ckd{Fm4At•wd1Wa r DIG LINE 1-800-342-1585 LEGEND (SHADING OF A SYMBOL INDICATES THAT THE FEATURE IS EX/ST/NG) FG FINISH GRADE FF FINISH FLOOR ELEVATION TSW ti FL FLOW LINE TG TOP OF GRATE GENERAL NOTES ti A 1. ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF Cti POWER POLE REXBURG SPECIFICATIONS AND STANDARDS, AND 2002 IDAHO STANDARDS STORM DRAIN INLET FOR PUBLIC WORKS CONSTRUCTION (ISPWC), WHICHEVER IS MORE RESTRICTIVE. w �. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS vaO UTILITIES RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES G�y PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. J. ALL WATER, SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY 4 HARPER—LEA VITT ENGINEERING INC. PRIOR TO BACKFILLING. 24 HOUR Ct]` NOTICE IS REQUIRED. w 4. WHERE IT IS NECESSARY FOR SEWER, STORM DRAIN OR IRRIGATION LINE TO CROSS WATER LINE AND THE NON—POTABLE (NPWL) LINE IS LESS THAN 18" BELOW OR THE NPWL IS ABOVE THE WATER LINE, THE NPWL 4 LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE. ONE FULL LENGTH OF BOTH WATER MAIN AND NPWL SHALL BE CENTERED AT THE CROSSING POINT SO THAT JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE ISPWC (REFER TO SO -407). 5. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF AS—BUILT PLANS TO HARPER—LEAVITT ENGINEERING, INC. LEGEND (SHADING OF A SYMBOL INDICATES THAT THE FEATURE IS EX/ST/NG) FG FINISH GRADE FF FINISH FLOOR ELEVATION TSW TOP OF SIDEWALK FL FLOW LINE TG TOP OF GRATE — - - — FIRE HYDRANT A WATER VALVE co� POWER POLE ❑Q fl STORM DRAIN INLET LIGHT POLE — x — FENCE LINE PAVEMENT SECTION CONCRETE — - - — PROPERTY LINE —ow— OVERHEAD POWER LINE SANITARY/STORM SEWER LINE WATER LINE Z W 0 U m 0 Z 0 W m 0 x 0 c� o- D m X m ' " NO. 20337.0621 1 ""` Nov 19, 2003 DMM BY CHECM D BY DRB JJF SHEET NO. 1 OF 4 SHEETS COPYRIGHT© 2001 HLE ALL RIGHTS RESER14ED. PROPOSED ol SITE INFO ti cI TOTAL STUDENT CAPACITY = 34 a TOTAL PARKING STALLS REQUIRED = 36 u TOTAL PARKING STALLS PROVIDED Ei FULL SIZE = 22 COMPACT = 14 (399) TOTAL = 36 LANDSCAPING PROVIDED = 7920-4(309 _ a 4' O Q 3 LSI 9' O3 �A� ® 9 / O] SNOW P� N 8 If X7.75 348 FF = 4873.00 / DD/TION 2A 1770 SF '..' L... r ( �Y 4'7 �i lot I8' 340 FF = 4874.20 3855 SF _C, SECOND SOUTHIST. SITE PLAN SCALE: 1" = 30' 1 3 7 Se c.ctj KEY NOTES O O LANDSCAPING O 2" AC PAVEMENT / 6" CRUSHED GRAVEL O 18" LIP DOWN CURB AND GUTTER ® 24" STD. CURB AND GUTTER O INTEGRAL SIDEWALK © 4- CONC. SIDEWALK (4000 PSI) WIDTH AS SHOWN �] 4" WIDE YELLOW PARKING STRIPES ® FRENCH DRAIN PER CITY OF IDAHO FALLS STANDARD DRAWING 700-7 O TRASH W� PROPOSED ol SITE INFO ti cI TOTAL STUDENT CAPACITY = 34 a TOTAL PARKING STALLS REQUIRED = 36 u TOTAL PARKING STALLS PROVIDED Ei FULL SIZE = 22 COMPACT = 14 (399) TOTAL = 36 LANDSCAPING PROVIDED = 7920-4(309 _ a 4' O Q 3 LSI 9' O3 �A� ® 9 / O] SNOW P� N 8 If X7.75 348 FF = 4873.00 / DD/TION 2A 1770 SF '..' L... r ( �Y 4'7 �i lot I8' 340 FF = 4874.20 3855 SF _C, SECOND SOUTHIST. SITE PLAN SCALE: 1" = 30' 1 3 7 Se c.ctj N W� 4 Y Z o Z D W 0 Q Wco mo� mix m x w NO. 20337.0621 DAM Jan 22, 2001 DMWN W DRB CNECK0 W JJF SHEET NO. 2 OF 4 SHEETS COPYRIGHT© 2001 HLE ALL RIGHTS RESERVED. NIf ��oP / t'•f 0.P /Ago65 x n. f / z49,7f ?Og .t. -t l o� J487006 �71.J3 4869.10 XG 0 4869.63 68.08 . 4869.52 t.'6 I r, 5'90£ 348 FF = 4873.00 17709eSF + 1�r1R o0 18l qZ4-c:�� __.ssG _098 9870.48 ir i 4879.?9a, R4 r, �� %£I KI 61' \ 10 0 h0� 01 P 340 FF = 4874.20 3855 SF 4874, 16 ;.?gv... ... ......._,,,,�' [47084 0 %G a8699A f „9870.33 �O •04,. 0 340 FF = 4874.20 3855 SF 4874, 16 ;.?gv... ... ......._,,,,�' [47084 4970 J8PIG „9870.33 4870.2? 4889.98 SECOND SOUTH ST. 1870.74 GRADING PLAN A SCALE., 1" = 30' 3 `\V O V / I/RUN FRENCH DRAINS TOGETHER, FILL IN FULL / DEPTH WITH DRAIN ROCK AND COVER WITH FABRIC OPQNZ FRENCH DRAW"'IFF If r 340 r 348 I FF = 4874.20 / FF = 4673.00 3855 SF t 1770 SF II I i a _ I ADDIT/ON WILL BE PLUMBED INTO F — EX/ST/NG BUILDING — — — — — — — _ _ X11-1-_ ----_TI I -- SECOND SOUTH ST. UTILITY PLAN B SCALE: 1"= 30' 3 CD m m W 0_ F' — 20337.0621 Om Jan 22, 2001 DMM W WECI BY DRB JJF SHEET NO. 3 OF 4 SHEETS COPYRIGHT© 2001 HLE ALL RIGHTS RESERVED. DEMOLITION NOTES 1. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES ANY SUCH DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR, SATISFACTORILY TO THE OWNER, AT THE CONTRACTORS EXPENSE. 2. AT LEAST 2 DAYS BEFORE ANY DEMOLITION, CONTRACTOR SHALL CONTACT UTILITY LOCATE. J. DEMOLITION CONTRACTOR WILL REMOVE ALL STRUCTURES AND FEATURES ON SITE. NO PREPARATION WORK FOR GRADING PLAN WILL BE REQUIRED BY DEMOLITION CONTRACTOR. DEMOLITION CONTRACTOR SHALL FILL ALL VOIDS LEFT BY DEMOLITION TO EXISTING GRADE. DEMOLITION CONTRACTOR SHALL FILL ALL VOIDS WITH COMPACTED ENGINEERED FILL MATERIAL. SITE CONTRACTOR WILL DO ALL GRADING AND ALL PREPARATION WORK REQUIRED FOR PROPOSED CONSTRUCTION. 4. CONTRACTOR SHALL RETAIN AND PROTECT FOUND PROPERTY CORNERS IF PROPERTY CORNERS ARE DESTROYED DURING DEMOLITION, CONTRACTOR SHALL HAVE CORNERS REPLACED AT CONTRACTORS EXPENSE. a R GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. RETAIN AND P TELT FENCE SHOWN DED, r1� \''(( TYP. REMOVE FENCE BETWEEN PROPERTIES A�o ppp t f RELOCATE TREE 1\ CONSULT OWNER JII O RETAIN AND PROTECT PPOWER, GUY TO BE aO SHORTENED BY UTILITY V i € Q- p PRppp�ER �P�RGRp0N0 ' R �pE REMOVE FENCE BETWEEN PROPERTIES - REMOVE CONC 348 1 f;" FF = 4873.00 1770 SF x LRELAIN RETAIN ANO PROTECTHOUSES AND STAIRS TYP.REMOVEDRIVE AND WALKND PROTECT TREESHOWN SHADED, TYP.-A' RETAIN AND PROTECT POWER, GUY TO BE SHORTENED BY UTILITY -� SECOND SOUTH ST. RETAIN AND �g PROTECT SHED / REMOVE PORRON 0,4 OF CONCRETE PAD / NOT BELOW SHED RELOCATE TREE REMOVE ALL CONSULT OWNER RAILROAD TIES, 7YP. VE PLAY GROUNOREMOVE RETE FREW PAD REMOVE DECK /7\_ 340 FF = 4874.20 3855 SF Q DEMOLITION PLAN a SCALE., 1' = 30' ¢ REMOVE DRIVEWAY AND SIDEWALKS TYP. RETAIN AND PROTECT CITY SIDEWALKS AND CURB 22 0 Z 0 0 C0 " W. 20337.0621 1 — Jan 22, 2001 SHEET NO. 4 OF T SHEETS COPYRIGHT© 2001 HLE. ALL RIGHTS RESERVED.