Loading...
HomeMy WebLinkAboutDurston Meadows Subdivision Phase 1 DURSTON __Vl ADOWS SUBDIVISION PHASE I LOCATED IN CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SHEET INDEX - - SHEET DISCRIPTION BOZEMAN, MONTANA 1 OF 11 TITLE PAGE 2 OF 11 SITE PLAN 3 OF 11 N. 25th AVENUE SEWER MAIN PLAN & PROFILE 4 OF 11 DAFFODIL DRIVE SEWER MAIN PLAN & PROFILES NOT CONSTRUCTED NOT CONSTRUCTED 6 OF l i i4p:p SWAT40?i RET lbs 7 OF 11 N 25th AVENUE PROJECT SITE WATER MAIN PLAN & PROFILE 8 OF 11 N 27th AVENUE WATER MAIN PLAN & PROFILE DAFFODIL DRIVE WATER MAIN PLAN & PROFILE DURSTON STREET PREPARED FOR: JOHN WILLIAMS WATER MAIN PLAN & PROFILE P.O. BOX 11875 SPOKANE, WASHINGTON 99211 s of 11 N. 25th AVENUE VICINTIY MAP ROAD PLAN & PROFILE PREPARED BY: 10 OF 11 N 27th AVENUE ROAD PLAN & PROFILE GASTON ENGINEERING & SURVEYING DAFFODIL DRIVE ICI I\1. ENGINEERS & LAND SURVEYORS Q1a,TA/� RO2ENAN, MONTANA ri ROAD PLAN & PROFILE C' N 11 OF 11 STORM DRAINAGE & SIDEWALK IMPROVEMENTS PLAN AS-CONSTRUCTED 10/97 'y I JAIL- 5) 22-95 kL. 95, 8-19 9- SHELI 1 U- 0 0 z a Wz a rn 0) Yr Qs -y(a.'s 5 s W W Q =aW 7C Z@��;� w v a W�€ `� zc gird ba �c � boa. 7 m i�7g I �= oy�SY y � Z I o � � W Wes �' g o �g� �j Qk�[� erg Y syl Iss 13p3° Q'biR Z1 (n t - ® s Y u Y O _ �.Ltd.".A II •I —__ ;Z t, It ZI ItOL # T r l 0 i: W z 4Y.ff1 op It 1 4'4 sw � GI � Q ram—( fi.:, Q Q 6 LI rl at;. 6 al 8 s ass l�r� " t rV Bt 6 •Ir 9 C b - - nz - Cc 0 Y rn g L n L 9l —_9� L1 1 77 FF t �..T.� _5; ( �i oj 9 je O U� OoW R9 s � vl LI sl m WI �� 5 (O\ n � n 81, �I 4 OZ... a 61 L h fit V q b _ i - : - �^, Ig - f9l ..I 61 I ._. iZ 'i C OZ' � r.. £- �+-'n -- - -... �u€ CO 9`. z O - Z.. :.I ^ .,, 6l �I_;v L, ry # 'III ® lZ Z a < `.... � L Bl ;.os OZ 1 IZ'.� p9 t CZ DY 1 -ZZ. I 'i�I. �'- ZL iF I ._ { A �' G n Max nic,-: Iti>lo� o cv cQ .gal I z] N � .oaosz N w w N - w __ N _-.—_._._ .. •- N � Y Z � �. i Z ;� �� F 1 � i i C-) - s z \� w w w O �, d Eli Edl Uwi W d 71 � Q 81 q O u"i W m a n d j� z ry a g H d _Ai n x O t `* N N rn Q ? : w UaJI 13. Q C4 oo o i > > i D z 5 °t\ U j F O J rn w < W > > i z-. Iwy CA k `vs `us W � � a d g U� Z J Z 3 w b ro 3 3 3 N N (< d Qz Z�'n� Z °d '^ ;V mo i "' ; Ex 3 `� = a J ly F z c c w w w o 0 3 Ix zpig Q O r a I Z J z w w w w In N In In 2 m 3 3 w ^ i ��to< O = �o� H � No i�i S "Ii z z z z � w w WZ d ��tn o� Q RhY° V j1 r�1 W II Y II II II X II Y II 1 X II II 1 11 1 1 1 N X 11 1 II M Nam N 'opt., �a m=x �� r° o �� owe€ z Z W wN <<w W w �0�1TA/vq \ 6 Wzz � �ITI minln i c � zaN (:.. AO a - � 1m � GEFALO Km O �wwuj V � :TON p . d n 3MOa (n O N m O O d In • .� IL\ tE WM � W I 11 , 73,,.n IL :. 10 MI to STAeau Y 1 N INSTALLED S—T MON-♦I •' _. q A!PEP CDB o — I I � STANDARD ATYw Pala%-! 10 STA Da 13 I x 11 xEr 12 .. -' 10 - - SEVER J!' Jtl UET S I MM USEYEN' TA.lED DDUBLE uTiER --_—--_. i0R PHASES,TMNI 5 III III BACK O CINR SIAMDA�RD NAMING pnn-, MsrKLro SLOP!ST.Ci M sTANOAgD c.O.B. auTwM AC STMOO'ro ro BACx a cuae I � DRAFArvc a Dam 12 eD' � Kr16;• y I ro 9ACI(of WRe _ Zi.al( I� z w -f - LEGEND I GG 96 Ik �--r-- - - 1 1$ zraar l ss ovs a'E..:, 's— +N, - ®� • - � FENCE - - s /o•e 5 iF N OF PAW7IENT ss - 4N -lilt" - I I' =NEW WATER VALVE / FDft __ ...-�_- - ]J4.13' � h,B'C11118.Wml - - - - - - � �'1 I 1 �. `t� - � =NEW HYDRANT sT.woT�oc.-G wsu-, n aAcc a aw ---- _ 21,'.;C.. TO TO RACK ai CURR IO ,S,A, - \I II'I II --'•-w--.- =NEW WATER LINE qq BACN OF C.. RDAM lETTION 1 e•sdl b NEW SEWER MANH INSTAI I HE OLE 33 WA'tR Hn,i � $E.ER YAM 1 I I ENO Of PAlEYENi IV 1 F011ERETE ✓:+ _ I HEADER AT Al END Of PANNO SSTAND DEAD END BARa1CADE • _ M lrArv. T c11A A141) 55 =NEW SEWER LINE 11 ACA NG ro 511NOAR0 1 EZISTMc EDCE OF PANEYENT I I oRAYrvc A we10 a 2 I I rQs =UTILITY POLE I zI of I * = LAMP (A =WELL I CABLE BOX NORTH 25 TELEPHONE AVENUE PLAN VIEW © - b SCALE -50' I I � = TELEPHONN E RISER I" 8 NOT THIS PHASE = EXISTING SEWER MANH01 F 55 EXISTING SEWER LINE N =EXISTING WATER VALVE CONTRAC7011 NOTE W EXISTING WATER LINE I uNOEnwaMo IN as swNM ARE MMUTm�aamMa io iN[ __ - IIrrowlATlaN AMAARAM M TNF[NOETR F S -IM-- FUTURE WATER LINE EIIONIA DOES NOT YIARAMT( TEN:1—NACr O SUCH MAY NOT DM. >lIIVIG7-S(M1u.PONE11.r.v,.TELFPNart) -� - =FUTURE SEWER MANHOLE MOTH 91MApNT lM[S M AS MpCA1ED M M%41S BUTAIM UY ES INTM EXCAVATION LDCArlu SS =FUTURE SEWER LIN; Q = 2'BLOW OFF -----FYI- -NEW FORCE MAIN -NEW WATER SERVE,= y =NEW SEWER SERVI,_h 4770 E g,> E `er^ -..__ - _ _ -EDGE OF PAVEMENT g +- -cIQ 3 ,wz�wu eY0 C� g'A I - =CURB&GUTTER bSi 6 Nk ' E%Is>wC wr.oE I OROPOSED ",GRADE f IF SM, SM 4750 �a rl€i n19a JJe --_ h� F�e'soP asel §rSSY - 1N MNNTA 18'uwa vEADGL SEDAPADON.N si NsRX 11+00 12+00 13+00 DATUM ELEV 47M00 GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS & LAND SURVEYORS BOZEMAN, MONTANA DURSTON MEADOWS SUBDIVISION 0+00 1+00 2+DO 3+00 4+DO 5+00 6+00 7+00 8+00 9+00 10+00 PHASE 1 SEWER SYSTEM IMPROVEMENTS NORTH 25� AVENUE PROFILE �- LASED a-u-sa 10-s-0S.am SCALE: {SAYN BY CTD PATE 5-22-95 HOR : I'= 50' VERT.: 1' 5' ' 44-- ID ecxta a/ MG oRAWVG NO: 9 -5 419P7 AS—CONSTRUCTED 10/97 94-519 s,EE, 3 , 11 � • `�� INs,ALun e'cwoTT NEAorn I \ I Ensure,5•A.c. SERER lRE ITT -Af II RMK E - CNC OF AND YGUflTV1E_ SEL EP" AYIONI SOr TYPglACURB R1RN A RdWD PHASE I CONSTRUCTOB. -I IIT, 11r,PIAlfNIr'= r o LCW s• i r � J I SEWER NAw i I ,.� A N *11 m r ' ro vT a n• h ss�•.Ta's a arwe �. NC c.I. cpwsm�c_ }.' WSTALLID SRTET A1O iTOY.9TW W�, NS I.I. V CON:RED EADER. PROPgTY IRIF CAF 1I DW wA•ER unM _ - 6 B.ifAMNN LOGMW AS PER NEw 6 It/.Ml( STAUEp SiNEEi AND STOP SGN N _ 25'r TO BACKOf CUES '99^ I C.O. iTAIOND dMwelf pletp-1 'O BACR' LURE C.OB.STANDARD LOCATON AS PER 1 •C J C.OB SIANDAND DNA—.Fo9B10 NEW 6' BLE Gu11ETE ---- -— _INSTAUEO OOU --_— -_— - _ si4NNN bi 252Y-1 6 _ m arT _._ .__ ._. .. .........-I 11.... —_ - �_ I 2e0W ` ewl!'1)•E 1 e � e).11 }I - yr--��50'RnDIUS IEYPgtARi 7C IW/I 25'r LO BACN D<CURB SS 0 BALK O<CURB �� --A-ROUND PN_I MHn, WSinLLEO R C O, YONUME?rT ` ' �EDl 4N/,0 - DAF STA RIVE As DER'MNBG p252 N-3 ! 11 BOF�AS PERK.e MONUIENi I STALLS OW BLE CUTTER \ -_. STANDARD OR COB STANDARD Dft WNG R02529-3 STANDARD SOR W G P02529.1 22 25'r ro B Sp1 35 r I' 25'r ro BAIX.a GURB T __ NOTE.SCKR SEANCES CONKCT TO SEKA YAW./SEPARATE s[w[R NAWI wSTALLED STREET AND STOP SON W •. )i- -�_i _ 1 ..I W.r 01 LME C.O.B.STANDARD LOCARON AS PEA 4 e rUD1 -w T S VERO END ARNSCA.CO B.STAADARO— WATER SEANCE TO HALE A MINI—OF le'Df STPARARCN INSTALIEO OOVBLE CMTR C.O.R STANOARO DRAWNO PpSe10-I W ® BETNEEN EACH BA AS PER CO.B C - DRAWNG pe610-2 1 SE LE \$TANpAIIp ORAMNG/02529-I 25,TO BACx OF CURB ,•, I / G -INSiALLCI ST IET YWUIENT _ y �-r 'd OrN Oi 'I 15 eox As PER c o B ':.. a In' Io _ io 2 z / 2 STANDARD DNA—p2529 3 WA—MA1N I N 2 I Y 21 wATER SEANCE _ -----svmLB SEANCE J'Nf RP o L r - — SS o.w "µIRO S WAtEP SEPNCC / SEKR SERNCF 3 ..- I. TAEEI ANO STOP S1 W CO.STANDARD LOCA—AS 20 P LED SB DYOLARON AS PEP -. -.- _.. WSTALLm SAfII ANO SiW SGI wJ./A_.- _ �6sy=1 ?% ' CENTER -'�T5' 6.STANDAND DRA T.-Il _ --_- C:O.B.STANDARD IXIAWTL ATwI+M1I r aF awre 1.-,•- _ -DUR3TON-!tTRF.F.T r.... +� _ - _ ._—__ _ _. _ TYPICAL WATER & R `; RVI 0 ATION D TA.'I L zs'r o eACR SS L �.� - - _ - - - _, - - --_ - - _ - —_ -_ sT __.- - ., .. NEw e• Ew - L I M SEWER YAN CONTRACTOR NOTE: - r E%I STING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE i, BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,T.V.,TELEPHONE) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS A•CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. NORTH 27� AVENUE PLAN DAFFODIL DRIVE PLAN SCALE L'_SO ALE 1 5D GEND -DITCH 4M am =FENCE u =NEW WATER VALVE b ,`p =NEW HYDRANT � '•' _. H h 5� �' 4_ W =NEW WATER LINE : -NEW SEWER MANHOLE SS =NEW SEWER LINE E rn u F`N,NED • i 8 — $ g R •7].. -UTILITY POLE o K � u� 4770 kY } a Arn _ $ -LAMP SEE NOTE R R > R F -WELL SEE NOTE n 1 _. „.$ N © -CABLE TV BOX =TELEPHONE RISER . FLASHED ORADE _ _ yF (BFlOw) _ 8 BADE <w - - u s G 0 w _ =NOT THIS PHASE oEPTN-e.N' � _- .- - -_:_ _— - _ _ —_ � f - I.- __ __...- � © - -EXISTING SEWER MANHOLE SS -EXISTING SEWER LINE wv ..EP I.s n)eo -.._----- —_ --__.. =EXISTING WATER VALVE IT e'SON ATEB __-- - _ - - - - ._ i — _ __ _— —__ � I W � =EXISTING WATER LINE Ie'2Y5 ai S3 V9i.•O At __ —__-- - -E YAW TARED 4WWLNV - - -_�- I W FUTURE WATER LINE l- tl s ==3N )991F U,e'SOR 9ERw11 YPAR.,x]N 35 DN;a T2ot ® -FUTURE SEWER MANHOLE SS -FUTURE SEWER LINE Ix ^^^^ a ® = 2-BLOW OFF N xaFW J NO SEWER IMPROVEMENTS ., A <w�> - .............FM =NEW FORCE MAIN a .750 THIS PROFILE 4- R R R '�R 7 = NEW WATER SERVICE 4 bl 1� � I _�_ = NEW SEWER SERVICE nE &9 '0 7Rn SW 3dN 3. A Gal z>i r� EDGE OF PAVEMENT wIs o of- _. 6 R - Z g S S CURB&GUTTER G 8 < G t)NO - - - -- -1— -- �o a.o a /)AO Aa oo NOT:SEKR SERNCFS CORNECTD TO SEKR YAW./SEPARATE - + ` 1 �a I GASTON ENGINEERING & SURVEYING e•.r W-uwE WEs. KPIIlSENTS CA OF m wn cHT OF r. - - ------ E i (fONSULTING ENGINEERS k LAND SURVEYORS REPRESENrs le. LEFT OR INaT UU"LEMAN, MONTANA DATUM t'LEV CI7/O.00 47)000 DURSTON MEADOWS SUBDIVISION PRASE 1 SEWER SYSTEM IMPROVEMENTS [70F Aam wDD Sh pp � DRAW By CTD DATE 95.5-22-95 DAFFODIL DRIVE PROFILE NORTH 27 AVENUE PROFILES CHECKED BC �G ORAxrNC NO.: 94-519P,' MKT ,-_� AS-CONSTRUCTED 10/97 � ,�=SO ,roe No. y4-519 SYEE/ 4 cr 11 c NEw 6• I' i I ? ' 21 to .� INSTALLCO STREET 40NULCNI :" '.} 4 H I -BW AS PER C.O.B. % I 10 SiNgARD ORAWNG:p2S29 J _ 2 Y Xi ca eL srAIEED N oau = it E currzR -� ° i1 BACK uN PER -B - STANDA I 12 ARD ORAWNG/D2529-1 •R ~..•• 3•.y, r N9TAN STOP A e i W - N STANOARO c0B�OGnON I I 11 I I W1 - OlA.6D• �_-. —N 1.SIANOARO - _i 25'r TO BACK DRAIR./0100-1 6° ' s� • ' ,� �" r�—� �� + , LEGEND XT ISr TO BACK IX CURB _ -Y' _ 1 i -DITCH FENCE Q -noor s�1 SoPH'O•E .'.C. ..Do - - • _. ` w� I • gaTB A�t�IE 1 M NEW WATER VALVE FD¢0,PAVEMENT _ 2TX.i5' - - - -� =NEW HYDRANT INST CLUW A OUTwR I \I STARDAM DXALWNOG 002526.1 J]'"m aE cuRe ° , w = NEW WATER LINT. - 20.ro Y TORp ADa aF cone ° __nEn u.ri ' NEW SEWER MANHOLE C,cone �,Bwm1 WABI „ INsiA�uEIS Foxrt t _____ NEW SEWER LINE 55 -___- = BALK _ rfEADER Al END IX PANNG WSiNAED OEAO ENO BMRICME _ v AACCCC9ppTppDEiCllLsieAXOA«ROA110`' -EMTNG H=lE IX PAWMENI d1AWNC/09610 UTILITY POLE I _ 0 -LAMP -; I 6•TAPPRIG GAZE VALVE nW KD RAIX RESTRAN To KENO IT c Eu rN - WELL 1 J/+•READY Rao a s B 7 GSM SAL EVERY OMER NIXE (B A p+y671) IX .E LEA: CABLE TV BOX MANTA- '0"-R NORTH 25 h AVENUE PLAN VIEW [T] = TELEPHONE RISER .e 1APPNG rzE 1'- 50' I 'o (srA o-) SCALE. 1 $ =NOT THIS PHASE " I I EISSTNc 15' =EXISTING SEWER MANHOLE : AC SEVER 1 APPROXIMATE SS o EXISTING SEWER LINE .X761..7 nGOICIRER TO =EXISTING WATER VALVE ACTUAL DEPM ----W =EXISTING WATER LINE CONTRACTOR NOTE: —W -FUTURE WATER LINE (XKTNG UDEACI1WAl0 MTALLAMINS•PNVArz M nELD 6UDES SMOVN ARE IAOCAlCO ACCOR041G TO ME BC B0 9T NEOW°Ar°pl AVNLABIE 10 M EMOAEEIf. M ncAnr Roo AS'Wm 6• BEND ENGNFER DOES Not WARANTEC ME ACCURACY IX SUCN eIT690US COATNG EVERY Norz'. FUTUREURE SEWER MANHOLE DPW;qN. SEPVK£LRES(MA2R,PO4EA.i V,T[LEPNONE) OTfN NqE.(T—AL) EiFRENCE pTY OE 2EM T AN O BE$WNWT 11CS OM A9 NDICArzD W M PUNS. it A SR ANDARD WAW1G/02]t8-9 -- SS =FUTURE SEWER UN y/A• Z—YOR TO 1.VFAEY D CALL (—C.2 PUCfsI UMTY GONPARES BETORE EXCAV E. ® = 2'BLOW OFF EXACT LOCAlIOMi STA-0+46 N.27mAVENUE ---FM n NEW FORCE MAIN WATER&SEWER MAIN NI$ C DETAIL NEW WATER SERVICE NEw SEWER SERVICE EDGE OF PAVEMENT 4770 a g > 5 _ --_ - = CURB&GUTTER _g rx - $ l+NISHEO a (1 a-TANI MN✓tgM .e• - - _ GRADE x g.W g I !-- - --- - _ __ ___. ._-. - Ct Y{''• " - ___-J PROPOSED EU TURE GRADE b. y uuk� h.2 WIN I � I 8•"€� GpAY � i �oeY g���C o 1 -� - - - r 8 { 4740 -ib - v'ryo�sE - - 11+00 12+00 13+00 OA7VM EZ9V - - - - - -- - GASTON ENGINEERING & SURVEYING 47sa Oa l'ONSULTLNG ENGINEERS & LAND SURVEYORS r BOZE.MAN. MONTANA DURSTON MEADOWS SUBDIVISION a: PHASE 1 0+00 1+00 2+DO 3+00 4+DO 5+00 6+00 7+00 B+oo a+oo °'0D WATER SYSTEM IMPROVEMENTS NORTH25SII AVENUE PROFILE REwsn a-u-9s.la-s-9s.A-zo-9T S:-ALE uRANN ee CTD OA T- 5-22-95 HURL 1-=S0 .[ VERT 1"_ 5' AS—CONSTRUCTED 10/97 GE��oB 94-5 9 SHEET 7 cr It �� r TAPPING --VALW ORAOEJ 1 I f N Iq d ul OD n m m e (srA-O.SS.a9) BA�TrLL MM I INSTArzlEHC6R P _ MAINTAINED rt-CORCRC INSTALLED 6'ECNCPEIE HEADER I BEDgEIC NA SAL 1IN A.C. 6'-0 BEND OTfO 0.^ NNED 65'Or CO'h .5214) EW/10'10"wA N YEN -� _ _ / 61irAll®NDN-fiWil iPOO{L w/10'.6'tEP%XG 1[E IN f18i;DIR ALVJI(am womwo TIDED (srA-0,56) PI REDM B u 8F10� lND R PIAMI.NTCUTI END 1FCAL EwSnNG 15" CURB A _, w / NVPROMMATE C Cp15 RR ( C YLFR E o N MENi Era n]1 T 61 9' D GUTIFP p iu TRucnw - ,ExcP M, �, 2 AND Cu-R Cw51RJCPaRI. ' END PAVEMEN AND CURB MP CON-1 N 1 9b'.TO B.1tl(OF mPB INSTELLED 6'CdYAE IF HEADER. B'CL 51 qP 1MGA111 hACES s/ CW SEC.E I' INSTALLED STREET AND STOP SON IN n II YI - C..,,STANDARD-AT.AS PER NEW r R/w lNF - J/1'READY Rm YM �-PR MG BMSS C EIA i47 �fRn,lNE N M A/ Do`�.STANDAa pUWMG pBa10-1 Oi TER YAN._ -- _.__INsrAUEc srNEEr AND srP acN N zsI rc aACR a awe NI -- OF aNRB COA 51ANDARD LOCiT1IW AS PER $ foO�� 9Cra-C.O.B.SIANDAPD HARING Namo I R, a' = NST-ED DDUBLE CUTTER - -- „ -.�.... W �.•• STANDARD DE DRAYMEIaW%2SJI!9 '•5i i0 BACK DP wAhA MAIL PER C09 SLANDAPDSOMRIING Iax539-1 N _w ~�•�_ WATER!SEWER N.2 CROSSINGEDEEAN nI w 6' X �I DIP wATEN 110rL. �£1 UAFFODII. UKIFE _ I I Nsr BACP a wPe a5,�a eE«or aNre ft _ $ ear�scn SmEET YOx.IYEwr I p �aN I , -_ - srREET IAMUI,ENi - 1 INSTALLED DOUBLE GU— ` _- - --_ - --- STANDARD DRAT RD2529 J 'I I BOIL AS PER C 0 B. AS PER C-O.B. 60 STANDARD DRANNC aD2529-3 - SIANUAND DRAW G P025z9-1 ,I F ,1 I I r I q '211 TO BAbc Or I- 1 22, NOTE.SERER SERMCES-NECT 10 SERER MNN./SEPARATE 25'.To eAca ac aRe s ' R - IT N NV I N.DEAD Da BARRICAD[_ _ MSTALLED STREET AND STOP aCN IN I NSTALLED DOUBLE CUTTER c.O BB.STANDARD LOCAMw AS PER PETAL AS PER C.OB.STAN'>ARD a".1"IN LLNE wYES. ` S PER C.06. STANDARD DRAWNG OMIo-+ (1� wA1ER 5FRS1(E i0 MAW A NRAIIIIM Ci 16'a SFPARAnON DRA—EoaB10-3 T BETTAEN EACH SERMCE STANDARD DRAWXG X25)9-1 25'.TO BACK Or CURB 60'S \ N - % - G cENTE S—D SI EFT 10-1ENr __ - I a0 " a LDr 1s' BON AS PER C.00. _ ' - = r� w STANDARD DRAWN.a02529-J "T- a 1' m Di WLlf11 YMI ' I ` 2 y 1 21 '�i�- RATER SERNCE `YIIER 5EE2's�E O y 1 Do ,��� WATER SEPMCE sEPER sERNCE S AIED STNLEi ANO STOP aGN IN NSTALLN SnIRT AND STOP a.T!IN --- _ _-_ M ZO �- + c DB srANDAlm LacATlw As PER _ { 3 3 cEXTEx suwDERD.oRAwnc peelo-l- co.e-6TANOARD acA1roN As 12TI ssr a^� 1 of LOT COB STANDARp DRAWND A4-10-1 :""•• ro eACE a cuPB DIL KITUN tiTKEET ,,.�- -�- - -- - _I-- - ----- �,r TYPICAL WATER & W R SERVICE LOCATION DETAILS -.- I -__- 4 , - , ---• - -{ _._._ .._...- _._.__ _..�. ...-_ 55 .. _.. .. .._-- - '® _ w _ DIP wA-YAN ' To GAOL - « _--_ 11• _-- _ _ - -_ -- w �..�........... w �.�. _ INSTNIED W1H PtEENwnv SU—SION CONTRACTOR NOTE: E%ISTING UNDERGROUND INSTALLATIONS 8 PRIVATE X s UTILITIE5 SHOWN ARE INDICATED ACCORDING TO THE INSTNIID IMRN-SIIYXt BA06LE TNEEEEr��n(SE—CADOA) BEST INFORMATION AVAILABLE TO THE ENGINEER. THE IN STREET CUT AREA(9EE SPECIFICATION) EASTNG TO'RATER MAN ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INSTAllEO WM OKENRAr SLIBgNSMN INFORMATION. SERVICE LINES OR S INDICATE V.,N THE OLA MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. •.CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CAI.I, ALL UTILITY COMPANIES BEF(Io1 f%1'.AVAt N E. EXACT LOCATIONS. NORTH 27 AVENUE PLAN DAFFODIL DRIVE PLAN Sc- -�° LEGEN SCALE.1 .SO = DITCH =FENCE Aye DG =NEW WATER VALVE -NEW HYDRANT W =NEW WATER LINE z z 1� Wd -NEW SEWER MANHOLE w a >y -- - -NEW SEVER LINE CFADE III 3 R b T).. -UTILITY POLE 1))0 - - ER u2o n _ k 3�. _ $ < -LAMP M w SEF NOTE R o r 0 fxLOEp R E I © -WELL u yy SEE NOTE r �— IA (MO.) - .A< ��Z -CABLE TV BOX ExISnNO GRADr 1 • = TELEPHONE RISER c �_ z NOT THIS PHASE EXISTING SEWER MANHOLE 1 r a 51 CRP WATER A. uANTANFD NNIY _ SS ----- -EXISTING SEWER LINE w wwi [Dw AN uMw - -. ♦>•D - =EXISTING WATER VALVE aF 65'a DVER -EXISTING WATER LINE } g r� CUT♦V A a'a al IN,wA1ER W -FUTURE WATER LINE NiI \ alp 1w. o f W _ _ _ -FUTURE SEWER MANHOLE $ -ss -FUTURE SEWER LINE X1 % g�zER $$$ P, N �' is S pSL -b - I'i$ $ H -. _ G. Ag_ - ® = 2'BLOW OFF ITaU ; Q 3 y w = ' IIa� b$ FM -NEW FORCE MAIN m b i p J X P w � y P Rg < > R w k k >< K t5 $ ¢$ k s g ♦ NEW WATER SERVICE r k k k R k o E yet< r I ZS I r' k =NEW SEWER SERVICE Yy 3 F BJ B <Y' 4 3 ky 8 Y n' Rk 3 io � e3a F a =EDGE OF PAVEMENT "c I I✓Y T r � CURB$GUTTER 4.00 i E . GASTON ENGINEERING & SURVEYING NOT n wRR SERVICr To HAW A ulNluu4 OF 16'tK SEPARA'DM - _ ___ _ _ LINE RIDN't -n CA CY Ndlr oP wA,-' CONSULTING ENGINEERS h LAND SURVEYORS BE-N EACH SERMCf F LG BOZEMAN, MONTANA LINEREPRESENTS la.p'LUr OR mwr D.49TTAE FJ.EV DAnw gip a EA OF RIGHT oE,w.r. T71aoo DURSTON MEADOWS SUBDIVISION PHASE 1 WATER SYSTEM IMPROVEMENTS � '�" REVISm a-u-9s.to-s-9s,—91 o,ao 1.00 2- wX, a♦DD S,OO 2,m DHDD l.m bD0 �,�AINa,• 1?:�� {I^-� DA'AWV HK CTD DATE: 5-22-95 DAFFODIL DRIVE PROFILE NORTH 27 AVENUE PROFILE-E) !/ Mc AS-CONSTRUCTED 10/97 °"E`KE°B. SoR HEET 94-5' 1 . Nw3...1'-SO' WRT.i"-s WRr.1•-s' AND.: 94-519 SHEET 8 OF 1� NEW e• I OIP WATER YNM � 1 , I _ 13 10 .. - zt t 1<, R1 I 11 NEW LIFT STATION S9 t+S I NSTALlED SAFET YONI►RIT I S �' ��1- _ eoX As Pm Gbi - -Ao -- - ' c srANOARo MMWEMN.— � . 10 - to 1 •..i T'I SEVER 2 lI MEW �.. 11 -J3'fOR PHAIT SESTI0 YV IHRU aCI: 4AM - u NSfAILID 1 BACA Of NRB AS PEIE �11 12 NSI-SfiP!S RFFT 9bE BTNOND OG W B paa-1 I l - 1 / STANDARD COB OG ON r4 / N - . 1Ylt OMITI TOiAO sARO �� ' z,ro I—Of bNe _ - - - -- 4�s'a°oe°n) l 1 • fi., ws s aoar l E .— r sr i DITCH • ao �__ �. • 11G FENCE d yJ NEW WATER VALVE N o6 TTR R - - l ',�' =NEW HYDRANT STAIONO MAWNO pax!-t if B.W(OE CURB NTU¢ a'.To ro IMCN o<aRe eAa of a.•e —�B' aaAu-Cna rcr V U h I I I w R,wus rt>Pon4Rr _ n , —A-------- =NEW WATER LINE bP YA1ER NAN V e•90I1 NRN ROLWD P1USE V y 9EYER YAN � .NEW SEWER MANHOLE . END�PAVfYFNT RS NSTALIEO 6•CONCRCTF a .s-..DEAD END BMRICADE ."_. .._-__DO HEADER AT END Q PAVING �I STANDARD GO.e lgDA1WH NTI.RE Nn11E � I "'--��- _t =NEW SEWER LINE i EIOSRNG EOOE a PAVEYEMT ACCORgNC TO STANOMD MY RADUS TEMPORARY Stl RADps IFNIPORMY DIIARINL I OBBIO-x TURN-A-1-MASS x TUid-A-ROIMp PHASE J i � -FI. =UTILITY POLE D.RAMUs RMPORARY- NRN-A-RAND PHASE I 2 - 1 tt =LAMP I 1 F..t WELL DJ SCALE 1' 50' =CABLE TV BOX NORTH 25-b AVENUE PUN VIEW i TI TELEPHONE RISER - i '. =NOT THIS PHASE =EXISTING SEWER MANHOLE EXISTING SEWER LINE =EXISTING WATER VALVE oil CTOR N07EuDERORww InsTAUAnc«s.PMVAE =EXISTING WATER LINE AFE INDICATED ACCO-G TO MEOE N A-AN TOnE FNORICIWEER TNF _-_ _--A'--- --- -FUTURE WATER LINE N NOT OUMANEE ME ACC .TR OF SUCHN. SiRNIZ UES(NAIEIN,POR(Tl,I v,TEIEMpE)E SMAgIT Il•S R Ae ED AN bN nE nANs __- __ __ -__._ NTURE SEWER MANHOLE 011 ro IEAE YDNY ALL C-71 AND CALL YPANES evaaE Exuv4npN fp+ ___. .___ _..... __ =FUTURE SEWER LINE }tl1S -2'BLOW OFF NEW FORCE MAIN -1 -NEW WATER SERVICE o I - =NEW SEWER SERVICE 4770 kwT7 - ... R � EDGE OF PAVEMENT R. g.� D PW SEA.1+•D C V / d DA NTMISECTXN OE a TTER All. os a y FIN-ID � N ISOJ yy - g Y LRAOE d iUTURE::BADE d< Y AA . is 11+00 � 12+00 ^� 13+00 � DAMW BLEV 473000 GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS & LAND SURVEYORS BOZEMAN, MONTANA DURSTON MEADOWS SUBDIVISION O+DO 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 9+DO 10+00 PHASE I sp NORTH 25 AVENUE PROFILE ROAD IMPROVEMENTS SCALE. vsED 1.4-II-95. 0-3-e1 B- xO-9/ HORZ.: I*=So' ORAPN Br. CT) F,EA7. 5-22-95 AS-CONSTRUCttED 10197 J06No, er 94-519 5"ar N9 �4-519P wsTALIm s• / 1,—a HEAom w •ww,RETE ^Erlsnru Is..c_ caxarcTE rcADDI � / I \ sEYIER unE wsTALED YON-sNRwR EIACAI. 1 V IN STREET,CUT AREA THE SMOFICAPON) END OF PAWAENi AND !0'r MAAwWARv -' TURN-A-WWNO IMASE51RU DD PAIOIDR AND CUM AND OUTBID, O co"IllucrIcIl ^ _ _ SEW,ue 1 I ` _. EM PAVExKNT AND C. BAO(OF aRM IUTTER cCONCRucnoN. To COA.SfA1DAl0 IOCARON ASIII IERN NEW B" R/w LINE NSi�WFD e'C011CREh 11FIDER. N COB.STWOND DRANK'/DM10-1 _ PPCKFTv IA( IMTAIIED S1R[ET AXO STOP 9ON N 25r TO BACK a CURB I I _ -4A D WATER N COB.STANDARD LOCATION AS PER ]s'r ro aAa OP CUM COi STAAOARO g1ARIN0 BOBBIO-1 OF w�iER YAN .• ,'. NIT—DOUBLE OUTTEllA�PER COB ,.. -.. -. K' • -E X STANDARD mAWNc p2l29-1 4[N-1E1/`A ao Ae' w�•,. _ 4 tAo pc �— - pc �]SODa' Y ... ... w•. w D4 .! I - -MOl.]B w Oan)si I 1 14?Wll tt 2.70.04 - !r._ W 11 Azee Pqn) .. .I a) _ _ A„y�R) sD'NAn.n TEYPonulr _ -. _ N BB'Is,Y E E'-y YV eTA11� zs'r To BA(X a plI1B� .`-2WI To BACK a LIMB _ TT uRN A-RwwD P.IAY I orAe vA DAPF'UUILI U , rT- j -w _ .. INSTAuED STREET MONUMENT %A %T / RIVF: ) BOA As PER Oae. I INSTAllED STREET IKxw1ARNr —ALLIED DDYME arTw 1 ARIao1(R) .Y sTANOARD DRAKING/OnzB-J IL Box AS PFR Coe. AS PER DRAWING \ / q STANDARD DRANG T5SSTANDARDI pURBNO,l6 BOYa2Ft.. / 22... / NEW B' 2J',TO BACK OF 2!'r TO BACK 6 aIWB IEREN MAIN NSTAMED SWLTET AND STOW m1 EN A I _-16fMIID m[IO OO MMCAOE I CO.B.STANDMO EOCATKN AS WIN oEEm.AS PER aca wOmicu D INSTALLED DOUBLE gITIFR C.O.B.TIANDM)OAAWRD/DBBID-1 - DMM10 pBBtO-2 AS PER COB, -� STANDMO DRAWND B02l20-1 ' 2!'r ro BACK OF OMB - - P w I) MUN 2 : EpI NSTAIIfD ST T MOM.MEHT I I J Z I BON AS PER CD.B' M a. In t0 Do OP WMENAT R / - STAIDMD ONAWRD/025P-) Z) 'r1 III Do, R� 3 20 INSTALLED$1REE1 AND I. SIGH N No. IT SARB, AND STEP 4GN IN �' ?S'r ro BM2t 6 CVM CO.B.STANDARD EOGnON AS PER COH,—ARE,LOCAROM AS PER - COB STANDARD piAWRla/OPBID-1 nr' C.0.B.STANDARD DRAWING AOOBIO-I . y zs.ro eAcx ER awm Ul'�HFTOty STREET n DIP WATER MAIN --_ NSTALLm WITH CREENNAY L9":"';:.Y. NEW _. .- 8' E1`MW ..._.. W n• W _....___...___ w _ •^- n i. W. _ 1B•CAF SFWFA YAM CONTRACTOR NOTE: _ EXISTING UNDERGROUND INSTALLATIONS h PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE NSTALIED NON-SPIAWtI,' BEST INFORMATION AVAILABLE TO THE ENGINEER. THE IN STREET CDT AREA(SEE SPECIFICATION) ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH `wlLALLm NON-SIWIIN BACI(fu \ EXISTING 10'WATER MNN STRI ET CUT AREA(SEE SPECKICATION) S,�D WTN CREENwA.veaWaln INFORMATION, w SERVICE LINES(WATER,POWER•T.V.•TELEPHONE) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. .N CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EX ACT LOCATIONS. NORTH 27 AVENUE PLAN DAFFODIL DRIVE PLAN "� 1 =DITCH FENCE W =NEW WATER VANE -- NEW HYDRANT K w 60 .............. -------. =NEW WATER LINE s M $ -- - -- d -NEW SEVER MANHOLE � c -NEW SEWER LINE t � ONISNm H 8 K E N GRADE g$ o h `O� -UTILITY POLE p�p5 yJ An0 6 E. -LAMP E µ lao'YC zoR _ ffIBF E NCTELL0 - WELL PM STA:1.11 p --EP.sNED cNA� - SEEeaow) \ 1 C`,$ < © -CABLE TV BOX 'Do ^' / EwsnNc _ =TELEPHONE RISER a oE- (9 G \ =NOT THIS PHASE EXISTING SEWER MANHOLE — - =EXISTING SEWER LINE A 0 : =EXISTING WATER VALVE Axo i ---—-,. EXISTING WATER LINE FUTURE WATER LINE .-- - --($} - - -FUTURE SEWER MANHOLE FUTURE SEWER LINE =2'BLOW OFF - M----- =NEW FORCE MAIN 4750 ] =NEW WATER SERVICE NEW SEWER SERVICE • EDGE OF PAVEMENT CURB&GUTTER S� db S,y J Do 4.y. aw GASTON ENGINEERING de SURVEYING NOR I LINE WEPAESENTS CAt or RNNT OF WAT. CONSULTING ENGINEERS & I OND SURVEYORS NOre Bz JJII 802ENAN, MONTANA LINE NPFESENTS,B S EEFT 04 RKMT DArUAE 6/dV Dti«RK�T WAY DA7UV 6L6V DURSTON MEADOWS SUBDIVISION __- - .7TaDa is PHASE 1 ROAD IMPROVEMENTS Nd .b d 4 _ REwsEo:8-11-s0.Io-s-s&6-20-91 o.Do _-_- I.oO D.oD JW0 A.Do s+oD a.oD T.aO aO0 I.Do 2a00 + DRAWN BY.. CTD DAB. 5-22-95 DRIVE PROFILE NORTH 27 sh AVENUE PROFILE — l'— Mc DAFFODIL AS-CONSTRUCTED 10/97 NEAL VERY _ °"E°RE°BY 94-5'9P2 VERY r_S• "No 94-519 sNeEr 10 a� 11 r LEGEND DITCH =FENCE PROPOSED WATER VALVE PROPOSED HYDRANT W • � � W PROPOSED WATER LINE ----- PROPOSED SEWER MANHOLE SS— =PROPOSED SEWER LINE -�-- - I L; •O: =UTILITY POLE �' • 3 �✓ _ f,T -LAMP I I AI a M- r ;.� ® -WELL rn Irl N � N - � n � - rh�•1 © =CABLE N BOX 3 3 { FALM r I-ML" 03•1 = TELEPHONE RISER LMI'OHARY r` [ RETENTION POND ( - hO =NOT THIS PHASE VOLUME =900 FT' I Z 3 V) FJ ==--Q•---•- -EXISTING SEWER MANHOLE TRAPEZOIDAL-DITCH CROSS SECTION DEPTH- 1' •--I SS EXISTING SEWER LINE SCALE: (•JTS WITH 3:1 SIDE SLOPES - ...».. —. -•• W - BOTTOM ELF V= 4762 ... ,. ...... .._.. ...... ..... 6' .... ...... ...... •881.t9^.. W. ..a,. ....... ...... •�_ RETETEMPNTION POND --� --.._ 11//VVV ... ...._. ....... ...... W ...•' W"B9TS17W E' EXISTING WATER VALVE Y TOP DIMENSIONS 25.15 x 43136' - '$-_„_.�,,,•...�.-.,,,�.�_..- 8"�......---.0•—-••^�$s-—+�' �••..�`�' `S .o �` VOLUME-2720 FT' BOTTOM DIMENSIONS- 1915'x 37.86 I -- ,p -�S _" -- DEPTH 1 -a•-•-W---•- .EXISTING WATER LINE SNAPDRAGON ROAD _ WITH 31 SIDE SLOPES — INSTALLED TRAPEZOIDAL-DITCH BOTTOM ELEV=4759 •--W-= -•- =FUTURE WATER LINE IN EDGE OF TURN - IT \� ' TOP DIMENSIONS=43.38'x 75-67' GRADE TO GRAIN TO ! I ``� BOTTOM DIMENSIONS=37.38'x 69.67' —. �..... — =FUTURE SEWER MANHOLE RETENTION POND —55-•- -•^ =FUTURE SEWER LINE INSTALLED TRAPEZOIDAL-DITCH ® =2-BLOW OFF 50'RADIUS TEMPORARY 1� \lC AT EDGE OF N W RN-A-RND TURN-A-ROUND PHASE 1 }i • _ �r� o GRADE TO DRAIN TO ••• =EDGE OF ROAD SECTION CLEANOUT ELEVATION W K m ,I '/ RETENTION POND CLEARLY MARKED WITH ALUMINUM STRAP PERMANENTLY ATTACHED �v� =DRAINAGE ROW � TO REDWOOD 2x4. (n 50'RADIUS TEMPORARY 1 i ' -- TURN-A-ROUND PHASE i �- B POND BOTTOM CLEANOUT ELEVATION 0.25' ABOVE POND BOTTOM 2' F.`, ry o rn n .O u2 a n 2x4 REDWOOD N N _ - 1 INSTALLED 5'SIDEWALK ACCORDING TD INSTALLED PEDESTRIAN RAMPS FOR THE NOTES: RETENTION POND PROFILE '[__ 'INSTALLED 5'SIDEWALK ACCORDING TO "�' DETAIL ON SHEET 2 OF 11 HANDICAPPED ACCORDING TO CITY OF DETAIL ON SHEET 2 OF tt BOZEMAN STANDARD DRAWING M 1 GROSS AREA LIMITS USED FOR CALCULATION OF RUNOFF 0252E-8 DATED FEB. 1993 OR MOST ) ARE THE BOUNDARIES OF PHASE I. W/ CLEANOUT STAKE INSTALLED PEDESTRIAN RAMPS FOR THE X N CURRENT STANDARD DRAWING BY CITY HANDICAPPED ACCORDING TO CITY Of � OF B02EMAN. BOZEMAN STANDARD DRAWING No. _ „-,_••„ ....-._.. W -�R7e�7'^-----"—• W 2 PROPOSED IMPROVED AREA LIMITS USED FOR CALCULATION OF SCALE: NITS 02529-8 DATED FEB. 1993 OR MOST 1/11 -� �• .� 6 MHil1�l ) CURRENT STANDARD DRAWING BY CITY wlplo- N 8915'n"E SS SS S RUNOFF ARE SHOWN AS THE ROADWAY LIMITS. OF BOZEMAN. - S SS 8� Da AFF D INSTALLED DOUBLE GUTTER AS PER .. ... .` ." . . :. CITY OF BOZEMAN STANDARD I INSTALLED DOUBLE GUTTER AS PERX X CITY OF BOZEMAN STANDARD CONTRACTORS NOTES: DRAWING MAN#02 A DRAWING 002529-1 INSTALLED 5 SIDEWALK AccoeDINc To INSTALLED 5'SIDEWALK ACCORDING TO 1) STORM DRAINAGE FOR TOTAL RETENTION (TOTAL CONTAINMENT) I I i,l DETAIL ON SHEET 2 OF II DETAIL ON SHEET 2 OF 11 to OF STORM WATER. INSTALLED PEDESTRIAN RAMPS FOR THE 2) ALL PONDS SHALL BE CONSTRUCTED 1' IN DEPTH AND 3:1 SIDE SLOPE. HANDICAPPED ACCORDING TO CITY OF 3 POND CONTOURS SHALL BE SMOOTH WITH VEGETATION (GRASS). f N BOZEMAN STANDARD DRAWING No. ) ( ) INSTALLED PEDESTRIAN RAMPS FOR THE 60 ' HANDICAPPED ACCORDING TO CITY OF ',:', '- - 0252E DATED FEB. OR MOST BOZEMAN STANDARD DRAWING No. X f - CURRENNTT STANDARD DRAWING BY CITY 0252E-8 DATED FEB.1993 OR MOST C) 1 CURRENT STANDARD DRAWING BY CITY LINE ACCORDING TO DETAIL ON SHEET INSTALLED 5'SIDEWALK 1'OFF OF PROPERTY OF BOZEMAN, 2OF II OF BOZEMAN. 32. P.O.B. ; - SD.Go' -- LV11 A2T�1N _ --- - _--- -_ -- _--_-_ - _ — -- --- -- -��� _-_ _ _ - . ss -----SS-- --- „`-- --_ SS_--__- _- CONTRACTOR NOTE --- - ------_•,-- - LV - �.----- - W - '� -.W.�... - 18_CMP W UTILITIES SHOWN AREEXISTING NINDICATED ATIONS&ACCOROINGRIVATE TO THE W - ' ) „[ �_ BEST INFORMATION AVAILABLE TO THE ENGINEER THE 3_�-'mil) ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH �Q X )-- -I I x INFORMATION. SERVICE LINES(WATER,POWER,T V.,TELEPHONE) L' y_9-- x x SIDEWALK FINISH GRADE L MAY NOT BE STRAIGHT LINES OR TE INDICATED ON THE PLANS. S'/4 COR SEC.2 - I I,. TO MATCHED EXISTING CA 6'PVC DRAINAGE PIPE (TYPICAL 3 PLACES) FNO BRA55 CAP 6"P DRAINAGE PIPE.(TYPICAL 3 PLACES) 6'PVC DRAINAGE PIPE (TYPICAL 3 PLACES) 1 I GRADE EXTENDED TO I'BOTMSIDE OF SIDEWALK OR ..CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL EXTENDED TO V BOTHS40ES OF-SIDEWALK OR EXTENDED TO I. BOTHSIDE OF SIDEWALK OR I X AS NECESSARY TO E%TEND PAST SIDE ALL UTILITY COMPANIES BEFORE EXCAVATION FOR AS NECESSARY TO EXTEND PAST SIDE AS NECESSARY TO EXTEND PAST SIDE I SLOPE OF FILL,GRADE BOULEVARD TQ DRAIN.i SLOPE OF FILL.GRADE BOULEVARD TO DRAIN- SLOPE OF FILL.GRADE BOULEVARD TO DRAIN 1 EXACT LOCATIONS, �t• I GASTON ENGINEERING & SURVEYING �� ( rON11 LTO'G ENGINEERS & WIND SURVEYORS BOZEMAN, MONTANA STORM DRAINAGE & SIDEWALK IMPROVEMENTS PLAN DURSTON MEADOWS SUBDIVISION SCALE: 1"=50' STORM DRAINAGE & SIDEWALK IMPROVEMENTS PLAN oaanry BY CTD aA7e. 5-22-95 AS—CONSTRUCTED 10/96 .�No BY -5 DRAMr 11 94-511 9419 srfc 11 OF 11