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HomeMy WebLinkAboutSaddle Peak Village AS ZONINO GADDLL PEAK vlLLAOIE REVISIONS -{ NO. DESCRIPTION DATE BY • -- -- �_ - LOT 25, 2RIDGER CREEK SU601VISION, PHASE 1 I RECORD WfAWW& rczozVa�a BACK OF CURB CURVE DATA •''`� - 1002 P)OYLAN ROAD w �� •• -- A TRACT OF LAND LOCATED IN S31, T1S, R6E P.M.M. ( R= 15.00' e e"� •` � W- -- ----CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA F- 5 ` _ W$w�o�ok j L = 13.01' R `='�� •• - --- - ---` FHYLLI5 J.AITKEN TRUSTEE _ i 1 • ••E`.6 _ --_ _ -25 IIOP6EMAN CANYON RD. l - -�" Cl j < ® R=35.50' 1 .D, ••F�LATFR _-� _---_eozEMAN,Mr.Smis -- _- �rrr' s,-a�WJT' D= 18 53'40' `_ 1 •• --- ��E516fER,HUILDER: _ `,,f AS z o x •• -- -- RICHARD CAM'BELL yv ' U p cOi m L= I l.11' /�I _ _-ITPO RAIIBOw ROAD r f r p a 'B 1' • • • -__BOZEMAN,MT.59'li5 --_r_r r l�* O r -AS ® R= 35.50, 74 - --- ~ N 0= 40 2051' 49°/V 1 --- - R `'�.� +00+00• • r r�O�� I s �\ L = 25.00' •• _ �� _ AS \ ; Rd ® R=35.50' 5-I I fin`- �\ `•• - - - --- _r + _ e''0' O uT+'L•. 25'PUE/BSL -cJ3'. r r r 7 y10 D= 33'45'18" O •``..• E1'�'1"K L = 2011', 6" ` �I 3'TYPICAL `•• r" r 'EX15 © R= 15.00' S 10 fp D=64°48'08" - 2� BY DES GO _ •n,T'Op EM L = Ib.9l' I� ! .� VEE f'fOC1f7 28 Ii '�n„wF. 5"3 G SEy� R L - I Via z -135E d NEW PILE 1 I 12'P.UP. _ , MAILBOX 25'B.S.L. �1 q _^ -I c W TYPICAL LIGHTING - ---^----- - - M�,,�I, M �, N I G°16'3�" E a g WATER DATA SEWER DATA I PLAN FOR A-UNITS W"5 I I I HEl6HT,a' 13 I�, AREA MAP W-I 11.1'LT 55 STA 0.34.3 5_1 5TA 0+31 CONNECT I Ai I I 4'ENTFMNGE REMOVE EXI5TIN6 b"PLUr,/TB EXISTING 8"SEWER I 5-5 SIGN I LEGEN W D INSTALL b" V,VB d TB INV= 4-713.55 I I FF=4123.1' nl I O 1 6 RIM =4120.0 1 (Y I I EXI5TIN6 WATER 5-2 SSMH STA 0+46.6 I `by I tl 1 I RN ING -'1 W-2 11.O'LT 55 5TA 0+36.2 RIM=41111.91 F p AL I EXISTING SEWER - -+ INSTALL 90°BEND W/TB 8"INV IN= 4113.11 I I A2 NEW b'WATER I a >> I U a+ F el"INV OUT= 4113.61 R I I Z k W-3 I I.O'LT 55 5TA 1+3b.5 1 O I I�^A FF =4123.2 I 1 NEW 8"SEWER "':, • =9J'RT GL 5TA 0+33.1 E STA 0+64 I W-b I INSTALL 45°BEND KIM 4"5EI ER SERVICE RT I+� EXIST HYDRANT �p W� A 22 .3 A I II I NEW HYDRANT �� 5 I"t-4 5.5'RT GL 5TA 0+41.1 c�_q FLAT TOP SSMH 5TA I+56.4 I N 4b'LT 55 5TA I.43.4 5.5'LT GL 5TA 0+49b 22.5-� 21.84 P. .E. ` I yl -12'P.U.E. N Fil o INSTALL 22.5°BEND 1,VTB RIM=4121.31 ^�� # M04 8"INV IN = 4116.45 12'F'.U.E �- SERVE PARKING I I I 3/4`WATER SERVICE �� $ W-5 5.5'RT GL STA 0.51.8 8"INV OUT= 4116.35I 516 G I I 4'SEWER SERVICE INSTALL WV,VB d TE3 5-6 i I W_1 FOR"A"UNITS: I I = DIRECTION OF SURFACE FLOW O W RIM= 4121.26 5-5 GL 5TA O+b7.3 I - E - 4"SEWER SERVICE LT 1 _I I 11l 02 q W-b GL 5TA 0+95.1 AI I SNOW �- �- 242t AXIST6FROUND INSTALL 3/4"W5 RT 5-b GL 5TA +23.2 I" I I I p p aR RE AL I NORMAN R.POPE 22. I I & BOS= 4121.9 4"SEWER SERVICE RT S FF = 4123.5' . I p I 11i I 1 O 1233 STORY HILL RD. 6 I qe p �? 1 BOZEMAN W.sails hbTE;ADD 4100.00 TO ELEVATIONS W-1 GL 5TA 1+17.1 5-7 FLAT TOP 55MH [T.l I I 0 5 _ FOR U565_DATUM. INSTALL 3/4"W5 LT 5.5'LT GL 5TA 1+63A (Yl '8 ^T GRADE BREAK BOS= 4122.0 RIM= IN= 4 1 1 1'PICAI.FOUNDATION �i�� I W-8 A2 C) -TOGTOP BACK OF CURB 8`INV IN= 4111.09 I PLANTING PLAN .J / I � 5 O W-8 5.5'LT GL 5TA 1+46.1 8"INV OUT 4116.99 HUILDIN6 AREA I .06 F6 FIN15H GRADE INSTALL 3/4`WS LT FOR A-UNITS ® \ ) AS ZONINO7 FF FINI5H FLOOR BOS=4722.1 5-8 GL STA'S I+90.3 d I+93.3 / E35L BUILDING 5ETBAGK LINE O1 AZ9 I 22.15 FF =41236' �I BUILDIN6 SETBACK LINE 3 GL 5TA TWO-4"SEWER SERVICES 1-1 1 I` l W-9 / ® 1 PUE PUBLIC UTILITY EASEMEry� CW INSTALL 3/4'W5 RT 5-9 GL 5TA15 1.%.3 d 2.01.3 22.2 / NO PARKING 4 '21 505= 4122.3 TWO-4"SEWER SERVICES RT 1 J 516N I 5 1 Alp`I\ I ® SIDEWALKS m m a 7 1 FLOOR PLAN,TYP W-10 5.5'RT GL STA 2+16A 5-10 5.5'LT GL 5TA 2+04.5 1 I / SNOW 1 ® o u a o INSTALL 90°BEND IA/TB END 8"5EIlER WITH I 23� REMOVAL I I 1\ 1 7Q1 EXTERIOR BUILDING LIGHTING,TYP �- -� AREA 1 BOS BACK OF SIDEWALK ,THRUST BLOCK AND PLUG 1 I TR CUL-DE-SAC W-II GL STA'S 2+3L8 d 2+33A PLUG INV=4111.I1 I .5'R7 STA 1+93.9 INSTALL TWO 3/4"Pe,LT I .35 WS WATER SERVICE B05= 4122.5 I 23b ) 2 1 5-10 ® ! NO ARKING W-12 GL STA 2+05.2 1 I ® q� / N 12 I 1 C0 INSTALL 3/4"HIS RT S 1 I 1`4-1 0 �� W-13 38.9'RT GL STA 2+16.9 ru��o ¢2 20'B5L NOTES ~� INSTALL FIRE HYDRANT - / I. All accordance with work an this project shall nd completed In ASSEMBLY W/TB � I t..t-I � I 1 accordance with Montana Public Yorks Standard 1505= 4122.5 ° 1 ( v Specif loch,lc1,Third Edition,f5oz October,1988 with o MPV4lum5 J ryry �\ and March,Contract City of Bozeman Modifications to MPW J I and these Contract Documents. O I N ? -II TYPICAL FOUNDA710 � - (Y PLANTING PLAN 1 2. The Contractor shall restore all roadway surfaces to equal, NOTES 1 5"Q BUILDING AREA z = ' or better condition than existed prior to excavation and T 0FF 4124.0 FOR BH/NITS I 1 - determined by Owner and the Engineer. I.ALL DRAINAGE/RUNOFF TRIBUTARY TO DETENTION 1 II 62 3. The location,depth and size of existing utllltles shown on Y BA51N CONSTRUCTED A5 PART OF THE BRIDGER CREEK v3 FF 4724.4' I these plans is approximate. The Contractor shay verify the Q PHASE I IMPROVEMENTS.DETENTION BA51N AND STORMWA7ER INFRASTRUCTURE SIZED FOR THIS PROJECT. 1 existence, tion.on,depth and size of the solely r prior 4� to construction. The Contractor shall be Solely responsible iK 2.CONTOUR INTERVAL =OS' FOR CLARITY I for any damage to the existinngq facilities due to Failure to OL V 1 K locate them or properly prot6ct them when their location is Q known. 3.LOT 29 15 ZONED R-3 1 I ° -- 20'E3.5,L� 1 I 4. A list of representatives to contact For information hi Ify 4.INDIVIDUAL CURB SIDE PICKUP OF TRASH 1 regording facilities Is os follows: J CONTAINERS TO BE MAINTAINED AND STORED I B2 FF 4124.2' O I 3A - CQ Montana One Gall System Dispatcher 1-800-424-5555 2 ' B I 1 Io Montana Power Co. MIkC Gech 586-1331(ext.3215) (A US West Pawl Sorie 585-2355 1 �y Al A2 1 O (Including Fiber Optics) Q (� 1 5. All asphalt,concrete curbs and sidewalks shall be saw cut 1 1/ or neat cut by method approved by the Engineer. r- I - - - - - - - - I I W 1 1 6. Maintain II'horizontal and 18 e• O "vertical separation betwe 1 � - - - - - � - - _ - �IS' - - - J J I water mains and all Sanitary sewer mains. J _ _ I 1. All valves shall be instolled with thrust blocking and w I 201 BSL - I I valve boxes In accordance with G.O.B.modlflcbtion,any. L _- - - - - I G.O.B.detail 2118-I. GRAPHIC SCALE - 8. All fire drant5 shall be installed in accordance with PROJECT N. r N YjU°��'nn" E 2�J0.4�� - G.O.B.d6talls 2118-3 and 2118-4. 2883.001.01.040.0310 r 30'PUE o- 9. All fittings Including bends greater than II-1/4 degr6es, SHEET NUMBER ( IN FEET) / - - - _ _ _ tees and plugs Shall be tMuet blocked in oonFormgllce with 1f1 G.O.B.modificaand plugs sK and MPW detail blocked in. i I inch = 20 fL _ I 1 / RI ONINO oe REVISIONS o - - --- - - - - LK - -- : NO. DESCRIPTION DATE BY w TYPIGIU-1 oAp S�GTION - RECORD " 5 ads N E:Nr DRAWING 16 =o=i z3tt aA'TYPICAL f a !'AxNALric cON01[ETE,FiRADe G,c IAG.To 4rw M --- ---- w o Z =' • I "4 ='.O -IO,O• ON�'aF I-1NCM MiJ15 TYPE A GEPJIm a C4MW C4WP ,m : ..'.....-_ TO 47%RELATIVE�A TION ON"•OF W K"PIT RUN { ORAVEL c4wP TEO TO 4 RELATIVE CO WP T lI,eORADe,TOP 6'9cARIIleO A c ALTID TO RELATIVC ioN SM TION. : --- - {cpTAOTION D/SED I,vaN AASHTo T-MI WATER __ WATER / ROAD p o z� W�ww �1, E TA: O+I TA: +93. -- 5TA: 2 8.91 U � a&maW E V: 41 1.23; LEl/ 412 FL = 41 2.15' 0..0 Z5 � 4722 I TI A _ ~ I 47Z2 E ISTING G AD ElN4SH AVE ENT R G L-� TBG = 41 2.61' o o o z o _ - 3 4"i22 m 47120 m 4720 - u�-i - r `� 4720 - m < Nry � N OTEI TER F tl1• tf) V m 5' codes _ —- - M1 F '•gROF.0 IN PROFILE Dl TO USE OF J H J H H O m r - � r + •a.R." 4"116 d M IN STATI IN6 J (Y 4716 td- IA R _F < m ry U w J 4716 Lil- U1 1(1 vt v J W 1- ._ J v�r 5'MIN. -( -- J - A - f _ _ ._. 2' v V V `►Q " �? 4716 an a 4716 4114 -rc - 4'114 _ �' F b".51 D IN - - - - - - 4?I4 s . MAI F p •4'L MA7GH NE � 4'712 1P WATER 4712 Q - 4�12 O " 45. BEND - ►--i w 4710 D ruv ELEV < x V Q x 4710 DAruM ELEV - 4710 Q' 4710.00 f r H r 4710.00 _ n �pv, rv.6 `N�Q v_,Q O� 6 Jj H ry m IV V lIl 3 ry ry y�II ry- N- '- N fv ii vF - - ❑0❑ 0+00 1+00 0+00 - _ 1+00 2+00 _ _ Y SEWER - I m m � � SEWER / ROAD 5TA:-0+I j - ETA: +c13A 5T : 2426.11 - Q STA. O ELEV IMT 4719. 2 ELEV;47 1.2�• — - ELEV 412�.50 FL - 2.15 b - - E 15TING G .5% — GENT R Gk/L -SAG T 2:61 4722 W 4'f22 8'II TI. 73.43 RIM: 471 .91 A[.' 4722 - FINISH Af3E3% -- - 8" I .IN 4115 119 8" I .OUT 4715.89 - J ►R v q) U ,l� 0 4720 tE, 4720 - 6T o> p 4720 WLu 4-718 ' U ' � 41165LOPE 0.4% W4716 4716 1°4.3 L b 9OR _ OL4716 1 LF 1S ' f - ' W m 4'114 e < In - - - LF - - ,n 4714 - - 4714 v CA > - � 4'f12 4'fl2 - ,, I ~ --- J - - < 4"II2 0 1Z� 15 LF 8" 35 PV F Z- - �1w _ - - � ~ J ry 4710 DATUM ELEV "� - _ x N - - 47IO _ : : - � PROJECT N0. 471000 - SCALE: DATUM ELEV Z -..- - -- 4710 N 6 6 HO1elZ: 1•.20 _ 4710.00 < 41 - O to - 2883.001.01 O m ry N Q = vElxr: 1•.2' Iv <v ry _ r ry _ SHEET NUMBER �� ��0.00 N00 0+00 1+00 2+00 �/2