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HomeMy WebLinkAboutPUBLIC WORKS - 13-00103 - 555 S 3rd W - Mountain Lofts - Site PlanW 2 v cc �O t� z r CONSTRUCTION ITEMS: EXISTING 8" SEWER UNE PROPERTY LINE CONSTRUCTION LIMITS TRASH ENCLOSURE (VINYL FENCE) SEE DETAIL 3-1 RESIDENTIAL APROACH (PER CITY OF REXBURG a:. STANDARDS) O2 CONCRETE PAVING INSTALL SANITARY SEWER CLEAN OUT EXISTING 6 "W EXISTING 12" SD �3 6' WIDE PEDESTRIAN SIDEWALK — EXISTING TYPE 11 MH 10 INSTALL STANDARD MH (SEE SHEET D -1) HANDICAP RAMP (PER CITY OF REXBURG STANDARDS) INSTALL 8" SANITARY SEWER MAIN SNOW STORAGE AREA 1 INSTALL 8" SANITARY SEWER SERVICE " INSTALL FRENCH DRAIN (SEE DETAIL SHEET D -1) -EXISTING 30" PIPE 13 INSTALL 8" WATER MAIN VALVE (� INSTALL 6" FIRE LINE INTO FIRE RISER ROOM �l 14 INSTALL 8" WATER MAIN SS 15 INSTALL WATER SERVICE INSTALL FIRE HYDRANT Q INSTALL CATCH BASIN INSTALL STORM DRAIN MH 19 INSTALL 12" STORM DRAIN INSTALL 18" STORM DRAIN INSTALL STORMTECH INFILTRATION SURFACE NOTES: TOTAL AREA 267,786 FT. (6.15 AC.) BUILDINGS 103,707 FT. (2.38 AC.) IMPERVIOUS AREA 92,393 FT. (2.12 AC.) LANDSCAPING 71,686 FT. (1.65 AC.) N wif W E PARKING NOTES: 1. STALL DIMENSIONS s STANDARD = 9X20 2. STALL NUMBERS (THIS SHEET) STANDARD = 75 HANDICAP = 5 TOTAL = 80 30' 16 0 3V PENR 3. DRIVE AISLES ARE 26' IN WIDTH SCALE: 1' =30.9 BASIS OF BEARING PER CITY OF cur s G �pgpw, REXBURG CONTROL nATA s, 4 - 1N� ppAR SAWCUT AND REMOVE 12 1N µ. Ems, EX15T EXISTING STUB RETAINING S89° 45' 46 "E WALL N89° 47' 17 "E �t ti " {` :. .7 5170 ' ' V, M o uo �. o Z at o �LL r a t � few p1.4$ -- PARKING GARAGE I!l V � � HC HC _. . od .. 1. RAWUPT03tffi LVL47% Y— NFM�ON 1Si LK4.tR _ IN ALL 6' }tea 5' CUTI ASPHALT W' 'TER V/i V } ;. FLOW FILL IN I F1 I RIGHT! OF WAY I # i FIRE RISER ' ROOM I � 5.0' IDEWALK Cj 60' E ISTING EASEMENT S$9° 45' 46 "E 517.94' i Row W� 5 o m If w Y o c Fill m c �p r--:, V 00 - -_ - 00 43.0' toy$ o d An E H-1 ju — a __v ^. W Z 0.0' I.� EXISTING 8" SEWER ACTUAL EXISTING MAIN BUILDING LOCATION INSTALL 4' RETAINING WALL RETAIN AND PROTECT /- -SEE SHEET D-1 a S00' 16' 00"W 196.47' GENERAL NOTES: 1. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LAYOUT 2. DUMPSTER AREAS ARE TO BE FENCED AS PER CITY OF REXBURG STANDARDS 3. ALL STRUCTURES, EXCLUDING THE CLUBHOUSE ARE SPRINKLED FOR FIRE SUPPRESSION 4. BIKE STORAGE IS PROVIDED INSIDE EACH BUILDING. S0Q`15'02 "E SE COR. OF THE NE 1/4 OF THE /" 2.42' f SE 1/4 OF THE SW 1/4 OF SEC. 30 589'45'50 "W _ f ��f SECTION 30, TAN., R.40E. 388.74' �J W Q Z a� a N Ln Q a Ln ui I` z Z H 30 _? Q � 31 ZJ � oG i CL O a m M a° 1r 43.1' 8 t.8' �y 50.9' 4. .14 20.0' y y v y y. \L• �1 y F U? ' y y � J y y ✓ > y �, y y y 16 W y v v v• �. y 59.6' -p - 2053' o ! (y) y � ko v few p1.4$ -- PARKING GARAGE I!l V � � HC HC _. . od .. 1. RAWUPT03tffi LVL47% Y— NFM�ON 1Si LK4.tR _ IN ALL 6' }tea 5' CUTI ASPHALT W' 'TER V/i V } ;. FLOW FILL IN I F1 I RIGHT! OF WAY I # i FIRE RISER ' ROOM I � 5.0' IDEWALK Cj 60' E ISTING EASEMENT S$9° 45' 46 "E 517.94' i Row W� 5 o m If w Y o c Fill m c �p r--:, V 00 - -_ - 00 43.0' toy$ o d An E H-1 ju — a __v ^. W Z 0.0' I.� EXISTING 8" SEWER ACTUAL EXISTING MAIN BUILDING LOCATION INSTALL 4' RETAINING WALL RETAIN AND PROTECT /- -SEE SHEET D-1 a S00' 16' 00"W 196.47' GENERAL NOTES: 1. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LAYOUT 2. DUMPSTER AREAS ARE TO BE FENCED AS PER CITY OF REXBURG STANDARDS 3. ALL STRUCTURES, EXCLUDING THE CLUBHOUSE ARE SPRINKLED FOR FIRE SUPPRESSION 4. BIKE STORAGE IS PROVIDED INSIDE EACH BUILDING. S0Q`15'02 "E SE COR. OF THE NE 1/4 OF THE /" 2.42' f SE 1/4 OF THE SW 1/4 OF SEC. 30 589'45'50 "W _ f ��f SECTION 30, TAN., R.40E. 388.74' �J W Q Z a� a N Ln Q a Ln ui I` z Z H 30 _? Q � 31 H W H Q Z a� Q a ui I` Z H 0 Q � o ZJ � oG cr. CL O a m W /'�'� Z ZI�J W W LLJ W (A m DIG LINE 1- 800 - 342 -1585 ►. jjI ( + X11 ! I I' i Ij 1 1, 1> ICI x rH(%i PAW Ir lrno FF -4881 =� n BTM FL HC i FF:4880 t+wrwT0Mlwtrx BTM FLOOR I I I I w Storm Water Calctdations 212W2013 Pre- devek)ptwnt Post- devebptrnt Difference Rain Rain Rus4M Ron-Of Area Depth Vdmne Coed CoelE (fe) .. 0 (ft) W) �. a 1.3 1-9,010 030 8.703 267,786 1.3 291)10 0.60 17,406 PAVEMENT PAVFUFNT 8,703 TBC " FEMALE l > HOUSING x I y. FG.80.00 FG:80.00 UJ �i FG:&.00 y M I)` I> 4 I "' I BASEMENT FLOORA881 $ o (+ BASEMENT FLOORA881 < ZD =L+n n ►. jjI ( + X11 ! I I' i Ij 1 1, 1> ICI x rH(%i PAW Ir lrno FF -4881 =� n BTM FL HC i FF:4880 t+wrwT0Mlwtrx BTM FLOOR I I I I w Storm Water Calctdations 212W2013 Pre- devek)ptwnt Post- devebptrnt Difference Rain Rain Rus4M Ron-Of Area Depth Vdmne Coed CoelE (fe) (ia) (ft) W) 267,786 1.3 1-9,010 030 8.703 267,786 1.3 291)10 0.60 17,406 PAVEMENT PAVFUFNT 8,703 INSTALL CB #3 LEGEND GRATE: 84.00 POINT OF BEGINNING W INV: 81.00 INSTALL CB #8 S INV: 81.10 GRATE: 89.50 E INV: 81.10 W INV: 85.08 NOW 15' 36 "W TBC E INV: 85.18 TBC 5.77' 91 © A8_4_5_01 .00 -- gill- PAVEMENT PAVFUFNT INSTALL CB #9 N89' 47' 17"E GRATE: 93.50 216.08' W INV: 85.45 SE INV: 85.55 -, EXISTING ASPHALT EXISTING FIRE HYDRANT <> EXISTING WATER VALVE EXISTING WATER METER TBC INSTALL CB #10 GRATE: 94.80 N INV: 85.60 INV U__ FF:4899,50 TBC i LIP TIE INTO EXISTING CURB & GUTTER TBC 9 0 i PA T LIP SOO' 15'02"E TBC 230.00' TBC 7B , TB GRAN[DVIE DR. - IL TBC/HP TBC - - -� -- r 1" Arm 17S f% C6S'fFft � LEGEND P.O.B. POINT OF BEGINNING ROADWAY CENTERLINE SECTION LINE PARCEL BOUNDARY PROPERTY LINE -- - - - EASEMENT TBC 74.50 PROPOSED GRADE EXISTING GRADE EXISTING ASPHALT EXISTING FIRE HYDRANT <> EXISTING WATER VALVE EXISTING WATER METER TBC INSTALL CB #10 GRATE: 94.80 N INV: 85.60 INV U__ FF:4899,50 TBC i LIP TIE INTO EXISTING CURB & GUTTER TBC 9 0 i PA T LIP SOO' 15'02"E TBC 230.00' TBC 7B , TB GRAN[DVIE DR. - IL TBC/HP TBC - - -� -- r 1" Arm 17S f% C6S'fFft � , - s 1ST FLOOR Tec INSTALL CS 426 GRATE: 94.80 0° _ _, N INV. 85.04 TBC 0TBC W I V: 86.1A FG ' 1 INSTALL CB #14 78C TBC INSTALL CI, #S -,FG:88.0Q ;; GRATE: 89.50 GRATE- 90.00 INV: 86.50 IN INV: 7.17 y, � �� ,. Tsc !- S INV :87.27 , Y. FG MALE FITNESS 1A FF: 4892 FF:489215 INSTALL CB #17 GRATE: 91.00 W INV: 87.99 1. FG Ao __- ... mnl SOO* 16'"W INSTALL CB #4 C� I 196.47 GRATE: 91.00 E INV: 87.48 INSTALL CB #15 ! N INV: 87.38 GRATE: 91.00 FF: 4893.5 ` E INV: 87.80 PARKING GARAGE W INV: 87.70 HC BTM FLOOR N qKI TBC - W E TBC i 94.00 S FF:4893.50 TBC �] NN 1st FLOOR = ' WON Tt)t8t 1K4.1% �� C* TBC 15 0 30 FF :4883.50 E SCALE: V = 30.9 BASIS OF BEARING PER CITY OF . .... .... . . . TLfl REXBURG CONTROL DATA S89' 45' 46 "E 517.94' ._.�. IBC - TIE INTO EXISTING CURB & GUTTER ( fBC TIE INTO EXISTING CURB & GUTTER i i 50 TRACT 6 cn N TBC LOCATE ADA SIGN AT BACK OF SIDEWALK, TYP. NOTE: ALL RAMPS TO HAVE TOOLED 6' -0 "' S' -0" g•_ GROOVES O 3- O.C. RAMP LANDING AMP MAX ,�aDPE oN. � = SLOPE DN. 4. 7:12 AMAX / t l� fDEW/ 7 i! L CURB h GUTTER SEE CIVIL f DROP CURB. SEE CIVIL e PAINTED STRIPE- - scE AtfICM. t:tr rtAN ACCESS A ISLE: �" )- 3' -4 B PAINTED BoFIDER w/ 4" PAINTED DIAGONALS AT 24" O.C. ' N INTERNATIONAL SYMBOL OF ACCESSIBILITY: 3' VINITE STRIPES OVER BLUE BACKGROUND TYPICAL HANDICAP & PAVEMENT MARKING DETAIL CJ 0 w 1-� Z 0 O� �y s� 730 ZI` z °oI c� ac uj V-4 _ Q } .-t 00 z w Z Ot j3 4 = a Y Q Y Q g � � m O J Z N Z m 7► Q w z Z > � D a 4A g � o � > ao 0 Q ¢ +n 0 cc 0 � m =`� >t�c'a d �� aJ y w Z c d c$ c LLA a OZ UY MC r, v 0 c Z O E cc O W t/f Q W tX Tir H cW G cc a aZ Q Z Z saw aC 0 a� LL aJ 0 aC Q W �o am W Z Z W L / uj W _ _ N N F FF: � S89' 45' 46 "E 517.94' ._.�. IBC - TIE INTO EXISTING CURB & GUTTER ( fBC TIE INTO EXISTING CURB & GUTTER i i 50 TRACT 6 cn N TBC LOCATE ADA SIGN AT BACK OF SIDEWALK, TYP. NOTE: ALL RAMPS TO HAVE TOOLED 6' -0 "' S' -0" g•_ GROOVES O 3- O.C. RAMP LANDING AMP MAX ,�aDPE oN. � = SLOPE DN. 4. 7:12 AMAX / t l� fDEW/ 7 i! L CURB h GUTTER SEE CIVIL f DROP CURB. SEE CIVIL e PAINTED STRIPE- - scE AtfICM. t:tr rtAN ACCESS A ISLE: �" )- 3' -4 B PAINTED BoFIDER w/ 4" PAINTED DIAGONALS AT 24" O.C. ' N INTERNATIONAL SYMBOL OF ACCESSIBILITY: 3' VINITE STRIPES OVER BLUE BACKGROUND TYPICAL HANDICAP & PAVEMENT MARKING DETAIL CJ 0 w 1-� Z 0 O� �y s� 730 ZI` z °oI c� ac uj V-4 _ Q } .-t 00 z w Z Ot j3 4 = a Y Q Y Q g � � m O J Z N Z m 7► Q w z Z > � D a 4A g � o � > ao 0 Q ¢ +n 0 cc 0 � m =`� >t�c'a d �� aJ y w Z c d c$ c LLA a OZ UY MC r, v 0 c Z O E cc O W t/f Q W tX Tir H cW G cc a aZ Q Z Z saw aC 0 a� LL aJ 0 aC Q W �o am W Z Z W L / uj W _ _ N N i! L CURB h GUTTER SEE CIVIL f DROP CURB. SEE CIVIL e PAINTED STRIPE- - scE AtfICM. t:tr rtAN ACCESS A ISLE: �" )- 3' -4 B PAINTED BoFIDER w/ 4" PAINTED DIAGONALS AT 24" O.C. ' N INTERNATIONAL SYMBOL OF ACCESSIBILITY: 3' VINITE STRIPES OVER BLUE BACKGROUND TYPICAL HANDICAP & PAVEMENT MARKING DETAIL CJ 0 w 1-� Z 0 O� �y s� 730 ZI` z °oI c� ac uj V-4 _ Q } .-t 00 z w Z Ot j3 4 = a Y Q Y Q g � � m O J Z N Z m 7► Q w z Z > � D a 4A g � o � > ao 0 Q ¢ +n 0 cc 0 � m =`� >t�c'a d �� aJ y w Z c d c$ c LLA a OZ UY MC r, v 0 c Z O E cc O W t/f Q W tX Tir H cW G cc a aZ Q Z Z saw aC 0 a� LL aJ 0 aC Q W �o am W Z Z W L / uj W _ _ N N INTERNATIONAL SYMBOL OF ACCESSIBILITY: 3' VINITE STRIPES OVER BLUE BACKGROUND TYPICAL HANDICAP & PAVEMENT MARKING DETAIL CJ 0 w 1-� Z 0 O� �y s� 730 ZI` z °oI c� ac uj V-4 _ Q } .-t 00 z w Z Ot j3 4 = a Y Q Y Q g � � m O J Z N Z m 7► Q w z Z > � D a 4A g � o � > ao 0 Q ¢ +n 0 cc 0 � m =`� >t�c'a d �� aJ y w Z c d c$ c LLA a OZ UY MC r, v 0 c Z O E cc O W t/f Q W tX Tir H cW G cc a aZ Q Z Z saw aC 0 a� LL aJ 0 aC Q W �o am W Z Z W L / uj W _ _ N N � m =`� >t�c'a d �� aJ y w Z c d c$ c LLA a OZ UY MC r, v 0 c Z O E cc O W t/f Q W tX Tir H cW G cc a aZ Q Z Z saw aC 0 a� LL aJ 0 aC Q W �o am W Z Z W L / uj W _ _ N N DIG LINE 1 -800- 342 -1585 U) W M LEMW EXISTING GROUND ELEVATIONS TOP OF ROCK ELEVATIONS 1 �yco aI �P IF J o A �40zu,� u 5PR V o w Z o Q en Z W it 11 �mmommammoomm 77 J Nf s N to �7 C3 W 0 -1 J W W. > Q 0 cr- r co Z 0 W W Z = e, V a LAJ z 0 a oD V u, Y Q e>¢- ~ Y Q c 6 r 4 v y W -1111 L yt L J c ✓ Co Co V J CO t ! J co 1 „ 1.N � 0 m p z w W uw , Z z O z O W , d a Ip W cc 9L a W Q O L] Q Iz. ut C] oC v Y; rfi r W fr r a , ILI s • e- . e C _ a : WJ✓ , l L clq - co r. E' ...... •,, TRACT -il 41 ;. r' (LOT 25) e r r r" f x A 1 ILI co i R,. 14, ,, _ 1 L, y co ci OD O�� W/ N Ct? OD V CD 1 �yco aI �P IF J o A �40zu,� u 5PR V o w Z o Q en Z W it 11 g J Nf 0 N to �7 C3 W 0 -1 J W W. > Q 0 cr- L 0 Z 0 W W Z = a LAJ z 0 a oD V u, Y Q e>¢- ~ Y Q c 6 Nl -1111 !i! co 0 m p z w W uw Z z O z O in d a p W cc 9L W Q O L] Q Iz. ut C] oC v ate, �,mm a;oc m a c � --Op � aD p O O c y d W rr0 N= W 7 r E 0 'p C Z a• �� a"� a m m E na Lz N H Z W Cc CL Z 0 to �7 W 0 -1 J W W. Z0 0 a L 0 Z 0 W LAJ � 0 a oD -1111 N H Z W Cc CL Z 0 to �7 W 0 -1 J W W. Z0 0 a L 0 Z 0 W LAJ � 0 a oD W z a F- m Z j W j � �../ � W N N DIG LINE 1-800-342-1585 TIE EXI' EXISTING CATCH BASIN GRATE: 73.73 BTM- 70.48 EXISTING SDMH GRATE: 74.07 N INV: 69,67 7 A TIE INTO 1 z Nf N V -7 >j EXISTING N CURB I z /ALK INTO I I SIDEWALK G1 i z ALIGNMENT A-1 Y: TIE INTO EXISTING REPLACE GRASS AND SPRINKLERS AS IS lklclrA" C8 #3 � N Lu AL Lu Au Ln R CU I 'N WWMI'll 3+00 NTRY/ EXIT t 4--­­4 mm m-4-1 A w^lwmw= 1 11-1 L 6. IN 4 J_ INSTALL CLEAN OUT 9 INSTALL SDMH RIM: 77.60 N INV: 74.40 E INV: 73.50 W INV: 74.00 SEE SHEET D-3 FEMALE HOUSING -1/ \1/ \I/ 0 LAJ w 1616.1 I il-a mos., EM INSTALL 6" FIRE LINE INTO FIRE RISER ROOM INSTALL 6" WATER VALVE 5! CUT ASPHALT Fl OW Fitt TO TRr_ SITE KEY 1Y IV 0 2 4 po SCALE: I'm 20.0' VEffr SCALE: I*= 2.0' 0 +65 1 FIRE RISER ROOM ALIGNMENT H 488G- EXISTING r Mtn TIE SrSEWER SERVICE u GRADE GRATE: 73.92 Fs LAJ LINE TO 8" MAIN GRATE: 84.00 LL. BTM: 71.44' INSTALL CB #2 STORM TECH CHAMBERS El E INV: 81.10 TIE 8" WATERLINE z LLJ 2 INSTALL CB #1 GRATE: 77.50 SAKI ITARY',, LONG 11 ROWS 17 CHAMBERS LO W W INV: 81.00 TO 12" MAIN' 0 GRATE: 74.00 E INV: 74.60 CATCH SEE SHEET D-3 SI S INV: 81.10 z W INV: 71.97 S INV. 74.50 BASIN 0 z Z;i a INSTALL WATER Lu E INV: 72.07 14- INSTALL 5; INSTALL STORM TECH CHAMBERS LO 11 ROWS 11 CHAMBERS LONG j R, B GU7 F R CLEAN OUT CLEAN OUT uj 7S, 155.49 L.F. OF 6" WATERLINE an SREET-D-3D-S . .. . S ROCK In CC ELEVATION A A L R CU I 'N WWMI'll 3+00 NTRY/ EXIT t 4--­­4 mm m-4-1 A w^lwmw= 1 11-1 L 6. IN 4 J_ INSTALL CLEAN OUT 9 INSTALL SDMH RIM: 77.60 N INV: 74.40 E INV: 73.50 W INV: 74.00 SEE SHEET D-3 FEMALE HOUSING -1/ \1/ \I/ 0 LAJ w 1616.1 I il-a mos., EM INSTALL 6" FIRE LINE INTO FIRE RISER ROOM INSTALL 6" WATER VALVE 5! CUT ASPHALT Fl OW Fitt TO TRr_ SITE KEY 1Y IV 0 2 4 po SCALE: I'm 20.0' VEffr SCALE: I*= 2.0' 0 +65 1 FIRE RISER ROOM ALIGNMENT H 488G- EXISTING r Mtn -48 u GRADE Lu Fs LAJ 62 N LL. Ol W E 0 Z ce 0 z z LLJ 2 0­4 9 6' MIN. CO, ER 0 0 487&- - z LLJ z co b 0 z Z;i a INSTALL WATER Lu L VALVE 5; 4872- uj o 155.49 L.F. OF 6" WATERLINE an a 487G- ROCK In CC ELEVATION A A L a 6 cc lid 3� Lu z r Mtn C 141, u OD Lu Fs LAJ 62 N LL. Ol W E 0 Z ce 0 z z LLJ 2 0­4 9 a z 0 0 0:5 0 z LLJ z co a 6 cc lid 3� Lu z uj a Z C 141, z c e �H Lu Fs LAJ 62 Lu 0 E wiq c LL. (j W r E =0 0 Z ce .r- -S z LLJ 2 0 9 a z 0 0:5 w z LLJ z co b 0 z Z;i a Lu L m 9 t: C Y. "Cc .2p 0 C 9 C 141, z Us Lu V-4 _ LLJ 3 62 Lu 0 E wiq c LL. (j W r E =0 0 Z ce .r- -S z LLJ 2 0 9 a z 0 0:5 w z LLJ z 3 b 0 Z;i a Lu L Z 5; > uj o LLJ an a ewc In CC 0 t: C Y. "Cc .2p 0 C Z tZ C 141, z Us Lu V-4 _ LLJ 3 62 Lu 0 E wiq c LL. 1 W r E =0 0 Z ce .r- -S 0 Z Z tZ 0 z Lu 7: Lu V-4 _ LLJ 3 62 0 LL. cr. 0 Z ce 4 CL 4cz z LLJ 2 W) E D z Z 0 0:5 ui 5 tA 0 O cc u Ln Lu Z;i a 5; Lu I% N m v Ln w 0 i Z tZ 0 z Lu 7: Lu V-4 _ LLJ 3 62 LL. cr. 0 Z ce 4 CL 4cz z LLJ 2 W) Q 0 i Z tZ 0 Lu 7: mi Z V-4 _ LLJ 3 62 LL. 0 Z ce LL 0 Z w 0. 2 ca Lu cr- D z Z 0 0:5 ui 5 0 i Z tZ Z Lu 7: W W cL (A