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HomeMy WebLinkAboutOsterman Drive A s y M..IN.OR SUBDIVIS. 10N P No . 1 A q; i " R VMN T PLANS I� d FOR A OSTERMAN DRIVE LCOUNTY, . , TA CITY BC�ZEMAN G AL�: ATIN �r x0$0N TA OIL 6 ° F T A IN VICINITY NAP. CEN501 W F` rrCE NSEO �? sNNdl.Ea6 Far f�.b`':lt \\ Ana ' SHEE 1* NO. DESCRIPTION ti PROJECT I i OF- 5 COVER SHEE I 'LOCATION 2 OF 5 SITE PL-AN ' 3 OF 5 SANITARY SEWER PLAN 4 C)P._ 5 ROAD 1 Ul P T2 0 VE P E TIS c , _ C I �\ 4 5 OF' 5 WATER PLAN ' 0 cleyc�:rrn�oCt.ff''--771 � 1uLJ ��1__J F �. j W4 V OF BOZEMAN APPRO $D FOR ONE YEAR FsOM THIS OAT6 PREPARED BY ��>ao�n�r 11( �,� /� fimso plans end apince§oa°aom han I mi revi»wed by the In� �� '' l� ___�!_..:��.�� Cfty of 9oacmcm w:d are hereby apprvmd. This eppmal does not imply mw owifle vramrAy of tho"Imcf deslpn by the Gift'of Bozeman.AD angmaodng rleaign details and GASTON F.NC;INEERING 6" a (_ .' y ' �I construcation operatons perfornw-m AAA the responslbRy �� SIIRYBYING & SOILS TES YNC> r R � E a f J Oft design enginezr 1ha r. J �1.+�1 rONsix.rMo cNmNnns I I - ky �`./j/-T�/l LAND 9AMYE'YDltS � (- ->r..�Yn,L.._.___. „�-"—":_ _ C _ _---Na�-Hlvd w \ ..'�:•� �' '-,�j�..,�-�,,� s �`l' ``:.��..�I r/D{e: �f�eAstal� pcn� d:n�enuDns $aA1 45 �`r..°�•-`. -,� �-�•w•,,.� •'5+�.��°' �••,x;,_ N� k��'nl` ,fx�TM,r � �' ���\ �,� SGG IG�t(l 6u\� 2Z OZ V^ > x cta oft x - -=--- r a„ .�"'""• CIS Pao or catextrt e v uARxm I a xmas aA-aP rsaY an oPttm _` r,�"`-+�.,,•�' _ -. , F.-P 1. lARIMY rl tltANf£ ET9W=m a �\ , r? 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LOT 1A-4 � {{ LOT 1 t 2 rf,.Jnv: -PR61'asfi>a.rnF.. I A S ( +Ital _ _ur.wA.,r w,_, yaesnxrt(*�*'1 �� .1 6' 1.586 A r es l Tj,.4yr `Jl Mn'wr r✓>;Pxs � f 1� �r.) l I�4 /, 'un'+a LOT 5 I !n I ICk C � Irl s esnibD'N•. IQ _ ��o. rA�sxMre xsr-.i �Y 3 �- xA.�. e, '� , � � ,t•. GEN for �XCTICN LINE PROPERTY LINE QF SUl?VFY I EDGE _� � EDGE Or.ROAD PAVEMENT mwo I ry'. V/,L� :x� �'ap1Sivlm miewA .rA/ n -:d. _ _ IN - ff $ FENCE UNJ: 1 _ ,�'Z''N � LOT 4 •:a xn.Ov ys I' jr�' s,�;.� OVERHEAD POWEP,LINE !F —a--. OVERHE Y ° _ UNDERGROUND GAS,LINE M' _ / I"r: :,j{app' �"' � I �._s•—•----'P•--- uNQLaAItAUNh PHONE LINE l ¢il R r _ / C _ M _—w•s .s--. CIQS1iNG.SANITARY.iEYrER LINE . 1:625'Acres aL� .,M5e ' LOT EYJ511NG WATER LINE „III ( rt W LOT 1 A 3. Qar + I = A_ _ ° .. R.snW' � F �� "'. .Q Kura. ,s.sa•s-.��•x' -�• PR'WOSEO SANITARY_ 3A I4 �'�` .• `,..� _ - r _ w.�„n-a.....�.,saw-...— PNUF+OSEO.WATER LINE 1 �Tsa...- -�... ,w,-ar-w. x$ zo'7�ub SDR 3S Pvc. E,r EXISTING WATER.VALVE 'Lr" 7 � ,,,zp�p `�,_ .. /`,.rcu."rv:.uw.- _.. .- �- y/ it'�P^' �.a _ — __ •-.- y�_._--:r i ; PROPOSED WATER VALVE itTMlMESfGTgx EXISTING FIRE HYDRANT 4 —_ •` ...._... '�°:; —. _— nwr o ar ' - PROPOSED FIRE HYDRANT SFC. 15SEWER MANHOLE: T ` Point 0 f.._.: 0 WATER WELL CASING f{ Beginning m _ I �I I BENCHMARK,LOCATION 1. TELEPHONE RISER LOT 1 A-5 t '1a UTIUTx Pox(POWER T.OR PHO')�) ail 3.472 Acres W �D•m, /i I - - -- - - - — e /q�� � Arms xN nasx •r r, � CA � 4,roam 1: yrj tQp I DEVEIJJPfR - .a> V' DAIAD OSTERMAN 10 HICALAND COURT \ rr v O SOEMAN,MT 59715 T� 90 — GASTON ENG'INEERINC SURVEYIII'G &SOIL TESTING �,\ =-- ') •ar-[1/ C*NrSLRs'1NO.ikNsiH RR.ZANO SXY* QFs A SOIL_T99MG e 1. P.O.8DX BNL. pova[AP:'MON'PdNA lti P (anej sse-ar as Pm (40,1) scs 3 M01? S[kSItI4 JOK } O3nsme. PUN' ?,WN MMOR 9tS13IA MSION t,7 � rmac'c na:q':a as as - �fw±:Fff#,fSIJ/L�- '" - cxs'.tXFU Br us ••. -'xv Ar! 98 551-t _: '... -� 'U--�.. 51111 r war•,...rt 15ft `µ - J ,- � N i In a1 C v f3 g u Q o- tn. N I GRAPHIC SCALE , �y qn � Qco RIN FZET !I t Ps.I11. m arcs S^ • g osn ! T 5'WIDE CONK_SIOEWALK{T P j DRIVE 41:W 8 f N OOD]•OD"W 1 1/ ,/;f � 1 �` -' - - -- xez yE• - --- eo es. ��\`✓��' go J o In T g say< ( n°, V) n �� Al vl Q t M1- J' �, > d i I , ya r F-. — %y Vi OJ It 61) l ''94.64 1 / d.0,4 0t1 N s o . © ILEGEND OSTERMAN DRIVE GALE NOTE TO CONTRACTOR NOTE TO CONTRACTOR: --"— -- SUCTION'LINE SC'A!_E. CONTRACTOR TO VERIFY DEPTH AND i OCATION PROPERTY LINE OF 9JPVEY HORZ' T" = 50' CONTRACTUP, TO VERIFY DEPTH AND LOCATION OF EXISTING WATER AND SEWER MAINS OF EXISTING WATER ANC SEWER MAINS .._. s.. EDGE OF ROAD PAVEMENT VERT: i° = `' PRIOR TO MAKING CONNECTION OR PRIOR TO MAKING CONNECTION R - STARTING CONSTRUCTION STARTING CONSTRUCTION I ..__,__ _ PENCE UNE a£a - —� - aa4c CONTRACTOR SHALL SUBMIT SHOP DRA'MNC " - OVERHEAD POWER LINE _ TO THE ENGINEER DETAILING O [ITS METHOD FOR -- UNDERGROUND GAS LINE CONNECTION TO THE EXISTING SEWER MAIN I! _ I -n-...—.SHOP DRAWINGS WILL BE SUBJECT TO 11 UNDERGROUND PHONE LINE LOW aNt St E ER'` .VIEW AND A-PRO AL PRI+IR I _.----4•n-- EXISTING SANITARY UNE a85£ I IDw d1 INT E v,•4*18.02 Ph 5rA a +00 _ TO CONSTRUCTION. I r p7A 1++34.02 4835 ro• - .rob._ - I I pM$TA.=tI+00 - PM ELEV.4819,31 EXISTING WATER UNE _ - I A.D. • 131{q ELBV k 4817.�81 I PROPOSED SANITARY SEWER UNE I AU. A25 •. i K-78.H .. N .. i P 1 I N O.fl 4�J'� PROPO5FI)WATER LINE 100 .VC .. _ _ N II - 4830 {XJ EXiSIING WATER VAOT. � _f PROPOSED TER VAL SEG W0. of i I g � $ + 9� exsrwc FIRE H',DRAr:r "+II , 482s I i > T'ROPUSLD FIRE P.roRANY SEWER MANHOLE n m - .•, W Nw i (� WATER WET_L CAV#4 f .n T BEN:IWARF'LOCATION f l • _ •81 '�f r 4820 TELEPHONE RISER f$ a= u 4820 UTILITY POLE(POVtli OR PHONE) ® s.2 X 3' ,DR 35 I W d � j 41.IG 1 4810' i .. _ 4810 i o g ! ...w SURVEYING & SOIL TEST ti G ENO'` ual M� �4'I., "'u'. u�-'y °C .-I �� - I 480E I CONSULTING SPEGTNYSRS, LAND SURVEYORS A SOIL=4TING v oK a�^ z aalN' $L I F.U. NOW.861,ROZEMIF•T. 11UNTANA 69 li a�m� + y w iaoe) sse-ogee PlE: (aue)nee-onna W a a i- o h I -- / 1iINUR SUBDIVISION NO. _ 4aoD OMM" DRIVE I Ia of rn mI? r i�l^ B03MUN, _ — _ ,I I G � a � o•lw �Io. �'m aIN N P Ory 0. ("Am 6N t405 kL NSLLU Oif. B z15/!f0_-� A ry rt , I I Gff:x:0 flY NC - 41M4.45wG NO AJ_•41�3-7RSf,N,_ ' Oo00 u+00 :'+Ou 3+00 4fo�i S+OO .c�yrt rB:53f-1 xr£it _,7- u• 5 u / I�I J /: /I� - _ - .e+..-, e.....•.,,. PROPERTY M..IkE Of SURVEY Ln Q, GRAPHIC SCALE EVO.E or ROAD PAWMENE INSTALL S rT/STOP SIQN ' y. _{' q _ FENCE LINE ..E DETAN. IS SHEET j r I C�' b Q 54 0 :7 so .OVERHEAD POWER LINE I I Q YR11\ N IN FEET? ---o------o----- 'UNDERGROUND GAS LINE 4 1 f• ( CjEG - 1� $ - '" d' ::' 1 inch= 50 ri. 'c^-^"+m---^ UNDERGRWIND PHONE LJW S1A. 41.60 INSTALL y / .00 \ Ip` ,ggggg;} �f N)r.. 2-18` 28-ARCHE.D r r �! (#I07 F. 0_LT7 y3R3 --yq--- ss E4ST)O SANITARY SEWER LINE RCP /FETS INV EI.Ev a816.8t 5s A - I .-_,ye--.-:e._.--_ EXISTING WATER LINE O l 'I \ I y�11 1 AC rOR t0 INS7AU:: ` 19 / •'""'Xs^"'��a""�'®' PROPOSED SANITARY:iEVIER UNC ? AW-CUT EXIST EDGE I ,I� 1 J' '#7. F`HOZ�MAN STAND' I 5.1 5 F ASPHAIi s yMON MEMTBOX t dqa , CONTRACTOR TO INSTALL • PROPOSED WkTER LINE J(f� " ONU BOX ?0 EXISTING ER V • ', •,�; 5'MITE SIDEY/All t ) r �_.•^ CITi Oi'OF 602EM0.µµ 'STANDARD M MENT T_ lye -I .r -....,_�....,.-..._.....,.,.-... ,,,,._. •.:-r-,... �..,..,: ,'• � CY L WATER VALVE. ,,. PROPOSED WATER VALVE mot-: / .,� , /` -'.. -.. . A'. `\1 R2G.L3' `/• ,�O ,, EXISTINO Fl E HYDRANT R PROPOSED FIRE,HYDRANT. � f �" � � ` '�•.�. : _�_._�-: ® SEWER MANHOLE GQ.GS', ! A' - WATER WELL CASING . J'�iN / �, ` �sa.s2 NSTALi J N l �S1£R11AN l� BENCHMAR;c LO AT!N y 1 f r t :',SED CURB TYPICAL BOTH tt' ! - 1 pRf tp'" _L SEE DETAIL THIS SHEET, 1 INSTALL NO PARKMOI SIGNS / COB SN DETAIL _ TELEPHONE-RISER -./ UDU'1Y FCC£{POWER h OR PHONE) BIG- 4a 8 Z STORM RETENTION N N r...-,«.- --.......FR' POND EASEMENT Q I '= r RETENTION POND(TYP.) Q Q $. SEE DETAIL r y1 UO STOP STREI� SIGN LOCA710N 6 J / / 0 t +1 Q Y, - SCeyf N15 1 s::' `�J ASPHAL TF _ GUTTER r - 6"1-I ^O MINUS ! '• /`.D 15D.0.1' .�- f'L! -r---}---s.s SURf'ACF.COURSE�E GRAVEL HA F COURSE- - _ j NEi1 CURB --'.a4,Ra' T..GL,L6.W N - /s 5�1 SLOPE 2% I , Np ���ensacn (ioPd dMt.e4�simis / try 11 C'D:dCRETf SIfSFW+,K I - i / �. . , 18 -6 MINUS 5UB BA$E GRAVEL -� SLOPE 1/4'PER F., ( O�RS/ T I -S l.own D� pia.r Qs o/�I B/Zz(o. / CONCRETE 40EWALK _ (BY OTHERS/T'S COrMACT)� -ceo7xnLE EASRK A oCo/ooG- - / (' OP710NAL.ADDITIONAL 8'THICKNESS / 4AJ IlE7.911 �' o _ / / OF G"MINUS SUB-BASE GRAVEL...___:::.../// TS SHWLD OEOTEXnIE fAMC N07 3E US£D S..:f::•rr USTERMAN DRIVE SCALE- NOTE TO CONTRACTO? FIORD: 1' SO CONTRACTOR TO VERIFY DEPTH AND LOCATION CONCRETE INLET APRON OF EXISTING WATER AND SEWER MAINS PER CITY OF BOZEMAN VERT: 1 = 5• PRIOR TO MAKING CONNECTION OR STANDARD DRAWING 02529-14- STARTING CONSTRUCTION. (MAXIMUM 2' DEPRESiON) ---- - - CR SS ON NON-SLIP SURFA E - ..-- --.._ _ - ---- __.---.__-.- _.._.____.. ....._.._-.. __ ...--- �. I -r-r- -'----� ---" 1'.RADIUS. WITH yaµy 7' X i/2" pLAP 2" OVERLAY AJ aess Low paNT7a „3a.e¢ I - I pWELEv�BtA. aa�s 'LLA_l`L�LE1'Y J - y 3 c'..1 0 14 E.V 461a P2 I 9I � . LOW POINT Sj I $ .- D �bl t Scut:wts # 2 PVI EIIEV 6 4817.81 I AID 1.{T1 i w - } A. a.3.25 ,. I_K nG.44. K..DO.n -IDo00 U�_ '- It „nso ----100oD'VC CR ss$EC*ON 8 x 1z CA„I IN PLACE CURB i J- CE C t i L � CURS AND GUTTER- I x L. - - $ o fir- I --BOULEVARD z m $ ( �. (f �o ro� I 7' X .16 NON X 1' SURFACE m I WITH NON-SLIP' SURFACE 7• X 3,161' X 1/2- PLATE__ \` f WITH NON-SLIP SURFACE � N TO 2" X 1/?" ANGLE CURB HE.If:Ht 8". 1/4" THICK ' TRANSANS ^?' ^� _ I _.... �t C.I.P. CURB HEIGH r TO MATCH 1 45_ :.._ _ .. ! - <8_0 CURB AND GUTTER HEIGHT '\ TOP OF CURB L---- I `©~© �W �-•�`oL OS7CRMAN DRIVE VA., ;Es ELEV. 4817.73--_...,_...._. _ `1 n L -�m- r i48t .. t �-�• SIDEWALK W J ¢ - (- ...; .. :i CURB AND GUTTER-'/ `\_4 CONCRETE SLAB .._..__._._..___ _'-_' l.fNE G '- C_ J 4 U I a 6102atO SFE NOTE A fASTt)N F.NG_TNE.F'RING $ n'° I .-._.arT.eo rs•>F eew• .3 :c - r rl cowBvu�aMG mGIDIR , ILAND WArR VT HYY#RY0115 -SOIL 8110iGhfr 480 Z 4, CONE; 11.0.BOX 60 DOZffiKW.fWoJNTAKA.60YRti "> o U ! - /; (4W GAB oBAG PAID (1063 6"-0886 M1NiDR ?IPIS`IQIV Rd}. I : v - � Rt)Akl �Pldd} ..�._ ppy(��� T��Tp f .f..,,.: Y - y_ 1- ..- --_ _--___-.r_-_---_.--..._..�_._-�_w—....._�___- I ._.-._._ _ �•5 •__-_.- ,Wf1' C1y9j+T LR6M rraecr oa�:a-r�-rs BE. I.O.IN_LQ.d.LL_p-TL�•, .ORAgN 9r. [RS'. REiaSLrA W Z` 2/ RM 0/23,T4 n m ') ' zrm ��a.1 4400 5+00 - -. C' I a a GRAPHIC SCALE p p Y $ 1 inr,G 50 (t. p' p Y WIDE CONC-SIOEWALX\(lYP) -.. _.. l zz zs r.. --8 N 00170i'W: I CQ CURB & 11�... (,UTTER /. ,O� A" yYA TERMAIN 1 LL� 6!% 8 ^n. o r I J ` ��/ f ` PROPERTY LINE '� RANT ASSEMBLY W/AO%0.1_AP.YDGATE 027t8-PER COB 5TI!OWO# - yy/ YYl HYDRANT LOCATION DETAIL + r OS ERMAN DRIVE SErTiON.IJNE SCALE: NOTE TO CONTPACTOR. .n.. PROPERTY ONE,of SUPVFY HORT: 1" = 5U' CONTRACTOR TO VERIFY DEPTH AND LOCA IIUN OF EXISTIN.� WATER AND SEWER MAINS -- -- -----d'� EDGE OF ROAD PAVEMENT _ VERT: 1" = 5' PRIOR 10 MAkING CONNECTION OR ' STARTING CONSTRUCTION. ___,__—,_—.- FENCE LINE p 494p 4840 ---N -a` - OVERHEAD POWER LINE d UNOL'RGROUND GAS ONE 'UNDERGROUND PHIiNF LINE EXISTING SANITARY.SEWER LINE 9P 5; LOW POINT ELEV 01S02 I 4835 PW ELEV.,48I7 34.62 ; I PVI SIAf` j .—„r. -,ow-—- EXISTING WATER LINE oi i. FLE s 01 I PY(I ELEV n+�{p�'9.J1 : , I qra .87 � � K. a81�t { � -.--.rs --s..�— PROPOSED SANITARY SEWER ON£ I L W flOMl4 STA 1+ QM STA 11.00 < K d0 77 , .. PROPOSED WATER IRJF { I _ xi ,�. I nP sO .!, 100.00'lC I _ I I. 48.30 ! fjd EXISTING WATER VALVE I .t 1 j PROPOSED WATER VALVE I k +)Qo. _. - - I EXISTING FIRE HYDRANT. O1 `� nn_ PROPOSED i1RE HYDRANT n 4S .a,, g 1 4821 '�`,' ®' SEWER MANHOLE - - ru WATER WELL CASING i W TELEPHONE NMA RISER 46 0 i3 w - - i j 482(, i TELBENCHMARK PHONE ISE TIWJ UTIUTY PO AER&OF PHONE) 1 ; 4u15 I � I I ; j j 4815 HIGH DEN4T EPi PIPE INSULATION I �. I I {! EITHF1t SIDE CULVERT CPOSSINC IN I - ..., .- - SD��'tF F :{AP.WATFR 4910 M o -'..I� •d iR : Joy G',°�o 4810 - ' I fNTAIN Ir k-PTICAt. _ 5 v .I F �v H�E ... ,+,. �.. J -,x _ p y k j SEpERAnoN �, °m� S � m a 3 `I e ya'I I '•^-°1j^ _ r-' m W �4 m ASTfBl L"NG IVEER'ING :>. 4805 _, '~�/+w(t ? a �� in� u,� � r - 4805 COST �URV YING & +.OM J Ei�7t N vt. `i SULTU40 Iwo gt2T.BM+6N,�)ISO!W£ANA 6N!'YBDIE.'PR�'1' I s n 8 °o�, pis 4 ffi J (400)ase-area rAX:(400)saa�,osroo �< o� n o� pp,, zz a, a °d � �til�� `J`m ^o N` w + t ♦a I I + a+i I'o ' I i _ - +3 M q 1. �4 µ p}��I i �. S vl .' - 9mLL103i r:3UF7{l�1+�wYd1 1tV. ^t ZZ �ryg ITATM PUN 4800 4 t # a fiffi9fv V� �e mo."am u,'� rn q a m n m o „I U qj n r,n H .fy. PRt1.Ic'LI AiiC 8 5-a5 r a m a of poi p rn o 4 C - PYkINJ BY % xe.t>Ra-iu 0+00 _-� -1+00 2+00 - 3+DD 4+00 5+00