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HomeMy WebLinkAboutC-2-Civil-Grading-Drainage-021519 PROPOSED BOZEMAN WEST APARTMENTS ZONED R-4 EXISTING HYDRANT 6 — —��aw.— TSCHACHE LANE -------- __`k7��'— -- _ 4atr 6 — __-- _ a _-- _---' 4,36 2'WIDE SWALE— -----1�{36.�-- IST NO WAL ------ I. SW=O EX] ING 1'WA SNOW \ \ TI 0^O A \� STORAGE = 2 ° TBC=01.62 LO =00.62 FLp .69 I L--- \ "SIDEWA 4 SID W y SS9 CHASE HASE \ ���, / \ I �o / / / W/CONCRETES PLC CP1 700.�T PROPO / \ INSTALL OUT T STRUCTURE S D 4" ——- — \\ \\ m BW K 1°/� \I\\ \ PER1S-IEE�\ \ 1\ \ \\ SN PR POSE 4" I \ AL 40"F101 EXISTING PARKING LOT \\ \ TO E, g 2� PROPOSED 4" \ wN//� 3 ONCREI�LOLL��R�/NEN — —— o CURB WALK N V \ \ \ C RB W LK \ \ ) TIC %D C / �Iw1v=a9.0 vv v BLDG 3 oz /s �c=o1.aD — v P=p�35 v 2440TSCHACHE so \ BLDG 1 EXISTING GRAVEL TRAIL(TO BE \ LANE Tec=os.6o / 2420 TSCHACHE MOVED BY PARKS DEPARTMENT) FFE=4704.00 \ �9 LANE 3 FFE=4702.50' OR AIL INSTALLIO"PVC PIPE, INV OUT=01.70 CONNECT UNITS TO ROSE PARK TRAIL W/6' SIDEWALK ,,qq \ INSTAL PARK) tiFC� ��, SNOW LOTU HT,TYP , l/l / if PROPOSED 4" CURB WALK \ \ \ J2 S=0.45 SWA T -3. //Pcuae wD� BLDG 2 v 2430TSCHACHE oz / r LANE a \\ FFE=4703.30' 10.464 ACRES TO BE CONNECTED TO FUTURE �� I / //// COMMON OPEN SPACE A.� ROSE PARK TRAIL / // / PUBLIC ACCESS EASEMENT ROSEPARK 2 � � 2'SWALE DETAIL TBD=02.64 PROP O'46DDF \ RET ON OP I INTERMITTENT DRAINAGE NOTES: � � � I� 1.ALL TBC RADII ARE 3.0'UNLESS OTHERWISE NOTED. — 2.ALL CURB&GUTTER SHALL INSTALLED PER DETAIL ON SHEET C-3. 3.SEE LANDSCAPE PLAN FOR LOCATION OF PROPOSED LANDSCAPING. \ C / 4.A ILL PLASTIC PIPE ENDS THAT WILL BE EXPOSED TO SUNLIGHT SHALL NOTES: — HAVE PREFABRICATED END SECTIONS OR CONCRETE COLLARS POURED TO PROTECT THE PIPE. 1) INSTALL TRASH ENCLOSURE 5.CATCH TBCFLAG+0.38' 0 INSTALL HANDICAP PARKING SIGNS 0 \ \ INSTALL HANDICAP RAMP / 6.SPILL TBC=FLAG+ 54' i (1) 5' 7.TRANS TBC=FLAG+0.45' INSTALL TEXTURED CROSSWALK � I 8.SP=SPILL,LOW=LOW POINT,HI=HIGH POINT,VG=VALLEY GUTTER, INSTALL INVERTED SEE DETAIL BIKE RACK GB=GRADE BREAK,CA=CATCH. © FLOW THRU CURB,SE GRAPHIC SCALE 9.PLANS WERE CREATED FOR INSTALLATION OF CURB AND ASPHALT / / 30 0 15 30 UTILIZING CONVENTIONAL METHODS(STRINGLINE,FORMS,ETC). / ADD ITONAL ENGINEERING WILL BE NECESSARY AT THE EXPENSE OF THE ( IN FEET) CONTRACTOR IF OTHER METHODS ARE PROPOSED. 1 inch= 30 ft. 11"X17":1"=60 ft VERIFY SCALE REVISIONS �' DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY TSCHACHE APARTMENTS 1086.011 REDUCED.LINE BELOW CHK'D.BY: MEASURES ONE INCH ON 1 ADDITION OF COVERED PARKING 11-20-18 JRM SHEET NUMBER ORIGINAL DRAWING. Engineering JEREMY APPR.BY:— BOZEMAN MT 2 UPDATED PER DRC COMMENTS 01-07-19 JRM 204 N.111h Ave. Consulting Bozeman,MT 59715 R.71AV DATE:10/23/18 DRAWING NUMBER 3 UPDATED INVERTS ON NORTH STORM PIPE&PER DRC COMMENTS 02-15-19 JRM Design 1767Y PE Planning Phone:(406)581a319 D.A.REVIEW GRADING&DRAINAGE MODIFY BCALEA°°GR°'"GLY NGINEERING, INC 9 �r• BY: C-2 H:\1086\011\ACAD\SHEETS\C-2.dwg Plotted by Christopher wasia on 2/14/20194:35 PM 7��H;,ir,nrn,n(,13tu�tJRtlaJ�o 0111IRtf1•Mt COPYRIGHT©GENESIS ENGINEERING,INC.2019 A DATE: