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HomeMy WebLinkAboutSilver Creek Apts LEGEND Z x EXISTING SPOT ELEVATION LP LOW-POINT Ili N x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE Z TBC TOP BACK OF CURB . . O © EXISTING UG POWER BOX SW SIDEWALK 0 EXISTING TELEPHONE BOX m ..- YROPDSEI�BUILDING- FF FINISH FLOOR � � ,- - -�� ❑U EXISTING UTILITY BOX LS LANDSCAPE I 1 Se¢le In Feet 40 0 40 ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL 1 o - 3,27z SF FOOTPRINT _ • © EP EDGE OF PAVEMENT 6t EXISTING STORM SEWER MANHOLE D ^ -F • T�yF G J�5g75 12 O 12 BOW BOTTOM OF WALL `.J) /'y`- lv i t a , Scale In Meters O°0 EXISTING SANITARY SEWER CLEANOUT / f EXISTING FIRE HYDRANT /� / f� ,/�. >O z Contour Intervals: f Foot Sheet 1 Of 3 EXISTING WATER VALVE p ® EXISTING CURB STOP EXISTING POWER POLE L /� „�D _ ,-, ^2 xx EXISTING LIGHT POLE / - p- Q EXISTING WATER WELL - - - - - - ® PROPOSED SANITARY SEWER MANHOLE ,- - •,--- D ® PROPOSED STORM SEWER MANHOLE 11 ® PROPOSED STORM SEWER INLET III _ _ j����� ����� O �EE do. PROPOSED SANITARY SEWER CLEANOUT COBBLESTONE PLACE (60'R.O.W.) p7 TO S PROPOSED FIRE HYDRANT sss ism C I �1 _ I 6'O.ti PROPOSED WATER VALVE • ,99L ` _ • - _ CPROPOSED CURB STOP •O PROPOSED LIGHT � C PROPOSED WATER WE TRAFFIC FLOW LU s SURROUNDING PROPERTY LINE PROPERTY BOUNDARY LINE - O C s SETBACK LINE -EASEMENT LINE '� - -RRoao aH lvOND/S SIDE OW STOraA�E-.• - - ES x-x-x EXISTING FENCE \J �' .' .' ---i ( RE D VOL=XXXT OF Dee EXISTING OVERHEAD ELECTRIC LINE - - _ - - '.'.\� PRO VOL=9,507 OF uce EXISTING UNDERGROUND ELECTRIC LINE -L ._ •- cns EXISTING GAS LINE . • . • . • LL ' - ' - '. . . . . . . . . ucr EXISTING UNDERGROUND PHONE LINE Z3 ® .SNOW w EXISTING WATER MAIN O y sYoRAGE ss EXISTING SANITARY SEWER MAIN R - s7 EXISTING STORM SEWER p 1 e"w PROPOSED g' WATER MAIN NIS N 25t e e•ss PROPOSED 8" SANITARY SEWER MAIN 70cm / m£1 sr PROPOSED STORM SEWER O uce PROPOSED UNDERGROUND ELECTRIC LINE FU ucr PROPOSED UNDERGROUND PHONE LINE ND --- - -PROPOSED SWALE/RETENTION POND CONTOUR O U- GE D • g;. g::rl�g:t, g::14 8'W T 8 W od '� PROPOSED CURB AND GUTTER (]T r � - •LL- -- � - BENCHMARK o ARROWBOLT ON HYDRANT O PROPOSED BUILDING ELEVATION=4,759.62 FEET(NAVD88) O 32,753 SF FOOTPRINT F.F.ELEV.=4752.93 . .-.- X- xr LEGAL DESCRIPTION z_ LL•��--- • - •� N LOT 5A,AMENDED PLAT OF LOT 5,ANNIE SUBDIVISION, C v \" �`�� L �r•" '•-� - i DOG-PARIf-PHASE 2,LOCATED IN THE SW 1/4 OF THE NE 1/4,SEC.2, �;� ❑ F, rTl T.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA SPECIFICATIONS ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE - •. �� HEREBY INCORPORATED BY REFERENCE: - 1. MONTANA PUBUC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) •II - -LL- --`- 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING _ LL ADDENDUMS(2017) - • s �-�� - - - OWNERLL-LLLL. TRIDENT DEVELOPMENT,LLC 3601 18TH STREET ST.CLOUD,MN 56301 O -I DEVELOPMENT ADDRESS 3�n QQ 3�P 3oP W 3DD ]on ~ O BENCHMARK NORTH OF OAK STREET,WEST OF 25TH AVENUE,EAST OF 27TH o ` ON HYDRANT 0 AVENUE,SOUTH OF TSCHACHE LANE S ARROWBOLT OAK STRE T S 62(NAVD88) ELEV=4,759 SITE DATA p / / o w 1°w (R Q.W.SARIw G w O w O w G w EXISTING ZONING:R-5 RESIDENTIAL MIXED-USE HIGH DENSITY GENERAL NOTES PROPOSED USE: COMMUNITY RESIDENTIAL- HIGH DENSITY RESIDENTIAL CONDOS Q BUILDING SETBACKS: FRONT 15' 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE SIDE 5' WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN OVERALL SITE REAR 20' ENGINEERING DEPARTMENT. AREA OF LOT 5A=4.2352 ACRES or 184,484 SQ FT C1'0 SCALE:V=4W AREA OF HARDSCAPE= 72.357 SQ.Fr.or 39.2%of LOT 5A 2. PRIOR TO THE ZE AN,WORKING MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND Q AREA OF STRUCTURES= 36,025 SQ.Fr.or 19.5%of LOT 5A THE CITY OF BOZEMAN,WORKING DRAWINGS, T. INSTALLATION SHEETS,ETC.FOR ALL EQUIPMENT AREA OF OPEN SPACE= 76,102 SQ. Fr.or 41.3%of LOT 5A AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT V AREA OF PUBLIC STREETS=NONE THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. c PERCENT SITE COVERAGE= 58.7% 1 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING ESIRIATED TOTAL FLOOR AREA 2ZI15 SO.FT, OF CONSTRUCTION. TSCHACH LN r, FLOOR AREA RATIONI 80.E NET DWELLING UNIT DENSITY- 14 UNITS/1.083 ACRES-12.93 DWELLINGS/ACRE 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO DOLLIM CONSIST OF:(14)TWO BEDROOM UNITS BEGINNING CONSTRUCTION. w VEHICLE PARKING SUMMARY 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. Rid w PARKING CALWLA-M(PER SECTION 35.25.010.0) i BR EZE LN a 1 SPACES PER BEDROOM UNIT(18 UNITS PROPOSED) 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE DRAWING LIST "GEOTECHNICAL INVESTIGATION REPORT'PREPARED BY C&H ENGINEERING,DATED MARCH 2O12. Ri7J 18 SPACES REWIRED 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS PROJECTZONING) LOCATION C1.0 OVERALL SITE PARKING SPACES PROVIDED (R-5 ZONING) C2.0 SITE GRADING & DRAINAGE PLAN GARAGE �4 SPACES EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. B STANDARD 11 SPACES 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL C3.0 CIVIL DETAILS STREET 3 SPACES SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF TOTAL 18 SPACES PROVIDED APPLICATION FOR SERVICE. PARKLAND SUMMARY ' PARKLAND REQUIREMENTS HAVE BEEN SATISFIED BY THE UNDERLYING SUBDIVISION. GENERAL NOTES - SITE GRADING & DRAINAGE PLAN --- OAK ST - OPEN SPACE AREA CALCULATION(PER SECTION 38.27.020.E) 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 Fr FOR (('8SQ,7�� �2 BEDROOM UNIT TOP BACK OF CURB ELEVATION. iX 50.FT.OF OPEN SPACE PROVIDED 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON LANDSCAPE ISLANDS IS LEVEL CURB. AFFORDABLE HOUSING /931.1•e Date:7/27/2018 NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 Fr(2% PROPOSED FOR THIS DEVELOPMENT GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP WATER RIGHTS(CASH-IN-UEU1 OF FOUNDATION WALL IN LANDSCAPED AREAS. _ WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8" OF FINISH FLOOR \\ NSTRUCTION ELEVATIONS. l _ ciso PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN 5. RETENTION PONDS SHALL BE 1.5-Fr DEEP W/4H:1V EMBANKMENT SLOPES. SHALL BE APPROVED BY THE CITY OF BOZEMAN. VICINITY MAP GROUND MOUNTED MECHANICAL EQUIPMENT 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. 2 NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO C1.0 SCALE:NTS UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. #1 80662 � M0 m f-- � N �r9 I Scale In Feet s�J I 30 0 30 9 0 9 Scale In Meters " " I Contour Intervals: 1 Foot Sheet 2 Of 3 1 —INSTALL NO-RESIDENTIAL DRIVE j�AP P OACH R DETAIL 12/C3.0 r 1 PROPOSED BUILDING 3,272 SF FOOTPRINT m y" F.F.ELEV.=4750.75 n C `. .CUP9 PUT, N ONNECT TO EXISTING B' SANITARY ` CC E ` a T— S WER SERVICE STUB.CONTRACTOR B W C) _ T FIELD VERIFY SIZE,LOCATION, C) . . _ . . _ . . . INSTALL D WAGE SWALE AN CONDITION OF STUB. C " Nn PER AIL B/C3.0 C C LU .A'152. W v W W • • II I IIII rLLa WLLW e� -0 INSTM E7F 6' \\\ 4Z�/ 7 P. � a PROPOSED POND/SNOW STORAGE _ c'IVI7 4H:DE SIDE SLOPES \ J DEPTH= RED. VOL=XXXXXXXX CIF � DRAIN E SWALE \� PRO.VOL.=9,507 CF �-� PER DET B \\b Ll?�� SNOW, LIJ G _ C RB w' .3'1`DPAGE' \ 1—I <2 N � —ttJSTALL BIKE F_R PER DETAIL 9/3.0 (TYP.OF 10) a �rS L�J _ CONNE EXIS ING 4' W R j . ERVI E U AN 6" FIR J INSTALL NEW 4" WATE E UB. 0 TRACTO 1 SERVICE AND G' FIRE SERVICE IE VERIFY SIZ ,LOCO A LINES PER APPROVED _ , , y y 4 DITION OF W CONSTRUCTION PLANS W j INSTALL DUMPSTER NCLOSURE INSTALLi�1ON-RE I TI I O O 7 ! PER DETAIL 14/C IDRNE AppROACH P R �I vice g: g:.I g:.� g:.� g:.� g:.W g"•1W DETAIL#/C3.0 W PROpOS D BUIL DING 7.5'SIDEWALK. _ + W W 32,7 S 00 PRINT W_ W W W F+ F .=4752.93� X.�X Lill 1100'BARK. W ° x R'S4 Y� � O � B � � � ❑ � �� �y wLLly WWW W WWW W W WI.4.�. ® `. .. 4756�T " .�.�.".�.�.".".". .". .".". .�.�.".". �. + GAS G 47s714 ,'�Y'III��' a I 0 �J �� 3Jfl 39ncns 3Jfl 39f1 3Jfl 39f1 3Jfl�b'� 39f1 39f1 fl 39f1 s OAK STREET S Issue Date:7/27/2018 Ill VARIES) id"w ia"w io•�w w -•w low iow iow iow io-w 1 SITE GRADING & DRAINAGE PLAN 3 Clo C2.0 SCALE:1"=30' #180662 24" s ASPHALr 9" s-r uwus GRAN ua Ou 2" 5.4" (0.45') U TOPSOIL "1} I� TO PER v tY-B'MINUS BASE GRAVEL < ( ') R , SLOPE OB.PAcrm sue-eASE b in j R[BNAV® f �9" / MITm M-B PAWXMB / (tYxIBT CRUSHED GRAVEL BASE-3" MIN. 48" o TYPICAL ASPHALT CROSS-SECTION SUB-BASE COURSE MIN 48" C3.0 SCALE:NTS AS REQUIRED o pL,yT� p MAX vAx ACQBRBIE Sheet .Y of 3 COMPACTED SUBGRADE 2"x2"0/8"SQUARE GALVANIZED STEEL TUBE {lm ONE 2%SLOPE AWAY FROM BUILDING SET IN 18"OF CONCRETE(TYR) [ m m rc p� C TIIICX P.C.0 SIOE1YANt 3/4" 3/4 PER 1/ 2"PER V �E S PE 3 s MIN.7 OF 1'CRUSHEDAGGREGATE BASE 5" mh � 0)m m ri COMPACTED SUB-GRADE DROP CURB ffi SPILL CURB NOTES; SIDEWPL( 10%MAX 10%MAX SIDEWALK II II1 I- r6 1. SUBGRADE OR BASE COURSE COMPACnON SHALL CONFORM TO SECTION 02230(M.P.W.SPECS.1996 ED.) D a NOTES: 2. CONTRACT ON JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF r AND MINIMUM (n TD •'I' 1. CONCRETE DEPTH FOR S .SIDEWALKS SHALL BE 4" WIDTH OF t. GUTTER NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOT T) Go MIN. 3. EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S.P.T.S.CURB RETURNS AND AT NOT MORE THAN 300' TO BE OBSCURED BY A VEHICLE PARKED IN THE C ' E INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. SPACE. B 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND �m DETACHABLE WARNING SURFACE BUILDINGS AT 2%. 3. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS c 3. CONCRETE SHALL BE 4,000 PSI®28 DAYS. REPRESENTATIVE. 3�z�� (24'x WIDTH OF CURB RAMP) 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' 4. CONCRETE SHALL BE CLASS M-4000. INTERVALS,EXPANSION JOINTS AT 20'INTERVALS. S. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235(M.P.W.SPECS.,2003 ED.)FOR CURB 3 o N 5 AND GUTTER EXPANSION PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. c 2 SIDEWALK CROSS-SECTION 3 CONCRETE CURB & GUTTER a HANDICAPPED ACCESSIBLE RAMP 5 H.C. PARKING SIGN c 8 C3.0 SCALE:NTS C.O SCALE:NTS C.O.B.STD.DWG.NO.02528-1 C3.0 SCALE:NTS C3.0 SCALE:NTS LU 8 8 EXISTING GRADE 4 3' 4 EXISTING GRADE O 1T- 1 1 DEPTH PER CIVIL PLAN MAINTAIN _ o PROPER t SETBAC D SETBACK PER ZONING 7 TYPICAL RETENTION POND SECTION REGULATIONS COMPACTED TOPSOIL C30 5'TRANSITION SECTION FROM W SCALE:1"=5' EXISTING CURB TO DROP CURB: CONCRETE WMH I COMPACTED SOIL �`a K 4H:1V MAX EXPANSION JOINTS COMPLETELY •-LI�I•-L-I 12"6x18" 1. ONE'lf RACK HAS CAPACITY i0 HOLD 2 BIKES. DEEP HOLE MAX.THROAT WIDTH AROUND SIDEWALK SECTION NOTES: 2. MAINTAIN 24'-30"SPACING BETWEEN"Ur RACKS. r ` FILLED WITH CONCRETE „ FLOW DEPTH - 35'COMMERCIAL 3. MAINTAIN 24"FROM ANY PARALLEL WALL OR OBJECT. v / 40'INDUSTRIAL CURB&APRON POURED MONOUTHIC 4. MAINTAIN 30"FROM ANY PERPENDICULAR WALL OR OBJECT. PROVIDE 6"COMPACTED J UNLESS OTHERWISE APPROVED TOPSOIL TO FLOW DEPTH 2.5p' CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS 6 SIGN POST SETTING DETAIL a SWALE CROSS SECTION DETAIL 9 TYPICAL BICYCLE RACK C3.0 SCALE:NTS C3.0 SCALE:NTS SIDEWALK CONTRACTION JOINTS j I BACK OF CURB C3.0 SCALE:NTS SPACED AT 5'INTERVALS-MIN. FLOW LINE DEPTH 1". EXPANSION JOINTS TO BE PLACED AT 25' EDGE OF GUTTER INTERVALS. p VARIABLE CONTRACTION JOINTS To BE SPACED (5.5-TYP) AT 10'INTERVALS IN CURB&GUTTER ASPHALT/SIDEWALK UEARGPSNINc /D*L J-4126(SOLID COVER)OR J-4227(GRATE) EXPANSION JOINT MATERIAL SHALL BE 1/7 THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD ELLER, �Povonrvc uTcn CHANNEL TRENCH GRATING(OR APPROVED EQUAL) ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. F No BOLT PNor/ STEEL STREET SURFACE STEEL HNANEE STEEL FRAME GRADE ESTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB I-' I 3 1/2" R MATCH EXISTING SIDEWALK GRADE Yr VISTUBEElLEL a 2' 1/r p�1, SIDEWALK DRIVEWAY APRON \ ". a. ..... 1' .5'TP. (VARIES) Tm MTL _ --- - --- o ". • ... .1..:.. PANEL �� - - -- TYPCORRUGA "� EXPANSION T J '•' Ae' �'=' '• • 1/{"PER FOOT SLOPE STREET SURFACE TUBE GAP ErvDs 'c JOINT z TUBErGA ENEL 7 REINFORCE WITH#4 W o o •: ."+,s'..•.r.'• CONCRETE ♦ O c `BASE COURSE REBAR a SEE STR. O NOTES:THE WIDTH OF THE INVERT VARIED 3"WASHED ROCK T�I .y FROM THE C.O.B.DETAIL TO SATISFY THE CURB&GUTTER carvcRETE PER Ilr`JI•' a •OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH DESIGN REQUIREMENTS OF THIS E 118"AnON. M-4000 CONCRETE SEE STRucT. NOTES: FINISHED STREET SURFACE TO BE 1/8"TO 1. CONCRETE SHALL BE M-4000 1/4"ABOVE EDGES OF DOUBLE GUTTER. 2. COVERS MUST BOLT DOWN TO FRAME ------------------------� I I FRONT VIEW u Q CONCRETE STORM DRAINAGE CHASE „ 3 WIDE VALLEY GUTTER ,2 NON-RESIDENTIAL APPROACH r G4 C3.0 SCALE:NTS C3.0 SCALE:NTS C3.0 SCALE:NTS C.O.B.STD.DWG.NO.02529-12 L J V Q F Bra GATE HINGE BOLT HYR) 4.4.1GBTEELTUSE-GAP 8 CORRUGATED MIL PANEL Rk-ISTUBSETEEL FRAME 20-0.. IS .� urt�`vwa"i L ------------ Issue Date:712712018 \' II III II IIII 30 CUBIC YARD DUMPSTER W/COVERED ROLL-OFF TOP ul SIDE NEW lu I I I PIAN VIEW (2)CONSTRUCTION DUMPSTER DETAIL ,a TRASH DUMPSTER DETAIL c3mO C3.0 Ste;NTS C3.0 SCALE:NTS #180662