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HomeMy WebLinkAboutSID 633, 634, & 635 Gf N:--RAI_ NO T FS_ _ _ � —- - ----- — L E G END D E= r:E 0 0 1 THE CONTRACTOR SHALL NOTIFY ALL UTILITY CC!,i'PIJIE- n IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING a ' = THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THIS �0 BEGINNING EXCAVATION. EXISTING CONTRACT(TC) ITEM WHEAT DTI• N, a /x ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUYS WHICH I'ilERFERE WITH THE CONSTRUCTION SHALL - F A �., \ BE REMOVED OR RELOCATED BY OTHERS. -- - c �..^,:C•r"r,r BRYANi ' _ THE CONTRACTOR SHALL EXCAVATE AT *ATER LI%FS - P _ PRIOR TO BEGINNING TRENCH EXCAVATION TO I',`_LRE 'BOND SiJ_, •- ��` CROSSING CLEARANCE. ENGINEER SHALL DETERMINE THE FIELD LOCATION OF \ ALL WYE BRANCHES. _=� �-- _ _.... _ -= A i. E A-RON _._ IN'_ET 6 INLET 0.PRON EXISTING FITTINGS ARE SHOWN AND BASED ON DATA -_ =_. .� c '_.EdT FURNISHED BY THE OWNER. THE CONTRACTOR SHALL ca BE RESPONSIBLE FOR EXCAVATING FITTINGS AND - -S✓- - STOP•+ DP IN CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW E FITTINGS. _ �('� �] --5- - SANITARY �F_Y,ER LJU®C-J STREET INTERSECTIONS CURB RADII SHALL BE 15'. H iv' WATER MAIN WHEEL CHAIR RAMPS SHALL BE INSTALLED IN NEW �� FIRE HYDRANT y m SIDEVIALK AT INTERSECTIONS AS DIRECTED BY THE OYJNER. V-LVE .:.S VAIN TEwl C, SEE SHEET / AND CONSTRUCTION STANDARDS FOR — n„ �. � f1 — qL MISCE i LANEOUS DETAILS. IEm[E� E _ C- C7� u — -- -- ®� ll��7J •_ AFC U•;'_ q.,ROI".D iLl E=h�NE ra� GUY IRE HDR r7i�I TB"/lf EVES POLEh MOUNTED J`_IGHT f/c�c f,'✓U�AtiT tb� r E OCR f30f3 Wq�pS. EL QSZ35S 6�55f 107V/Tf/�i _ J L J l J I �7 B �� i CO t/s'TPUCT/fit/�_17 lI 7 {� ♦ UTILITY RJLE 1(' � [ ,ILLL�� ,� 9 CEN;ER,INE r .,VENT S.I.D. 634 mm�T GIE IE lfjL1J - L1 HL]T � --- P cti`f "dE Cv_E RHE AD TE_t�S .D. 635 ® 7 ®m®mm a m LkJ T M (rC;H EAD IE I"'L�UU1mmmHOT. DECIDU n _ oogoon _ (( S I D 633 �[ I _l�- � ---1�- � r _l I � L -no �m D�m DIT J � I ■ 1 `JC 4:54te4 ckrrev4ly paved 4o a z.l TY"IrAL PAVEMENT SECTION 3^ �n r I •I F� i'I � �I'i -- (� — --—-- RE V ISIONS - JUllr /9B/ OT`f: 4/-B/ T►-{O r,/1 A S. DEAN h H O S K I N S I N C PROFESSIONAL DR. IMPROVEMENTS 5 LOCATION O N M A F� S E N D r LAA ..E EER.N� s. •, T EPR IA GENERAL NOTES E SECTION 5 , F C LGMME 4!CL ]� ---- �E_G- NOES END �. — � -BPIOGE :.E NT EN 0 ivE —._.._—__.�__. _- _.- THE CONTRACTOR SHALL NOTIFY ALL UTILITY CC6'J'ANIES L IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING \ THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFCRE THIS ��� BEGINNING EXCAVAT ION. EX I S T I N G C O N T R A C T IT C.) ITEM ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL - G°A -t`-D AR=A p BE REMOVED OR RELOCATED BY OTHERS. 6y , BgrpNT T NA_TIC PAJE'+1ENT .. ti, o J THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES Pav 'Jcn PRIOR TO BEGINNING TRENCH EXCAVATION TO I%SGRE Zu \ CROSSING CLEARANCE. <_TE cI �WaLK CONCRETE CURB — --- - ----- 1 ENGINEER SHALL DETERMINE THE FIELD LOCATION OF EJ.-� �\ ALL WYE BRANCHES. ALLEY APRON I INLET & INLET APRON EXISTING FITTINGS ARE SHOWN AND BASED ON DATA L FURNISHED BY THE OWNER. THE CONTRACTOR SHALL -�„ BE RESPONSIBLE FOR EXCAVATING FITTINGS AND STORM DRAIN CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. d- - fl MANHOLE LID Ql.[-I LJL�EeB�� \ SANITARY SEWER J �--�J ®® STREET INTERSECTIONS CURB RADII SHALL BE 15'. WATER MAIN n. ®��CJ WHEEL CHAIR RAMPS SHALL BE INSTALLEC IN NE' /y `J a� - _ j .V _ FIRE HYDRANT I4 m /\ SIDEWALK AT INTERSECTIONS AS DIRECTED BY TH O E n p— ���yyJ��p�� \ ''WN ER. ->< ��� VALVE C-L S MAIN L _ SEE SHEET / AND CONSTRUCTION STANDARDS FOR _ __ mm� �L-- -�� �� MISCF,I_LANEOUS DETAILS. _ —E UNDER CaOUND POWER CABLE .�ml �1 m—� ��._.. T �� _ UNE"RGROUND TELEPHONE CAB (_..] LkdLr - (��]L�� \ T�/l, r/mac h!✓U.�A�VT,�XJJ,�TN�EsT E--- GUY WIRES ANCHOR --� - -�L _ - �L L �7�1 O��Ot3 N/.S�tT/�S. ELE l;=aBZ35S a rQ POLE MOUNTED LIGHT I -- srq �raorirrs��rsEiyL��pro. _ ` ;CovS'r,�/cr/�Dv 1�LT) $ ♦ UTILITY POLE S.I.D. 634 mmTJ]T � LJLAJLL11L11 , _J�[—�� -11; 0 CENTERLINE MGNUMENT ryry�� LmmjJmm UrT�m ��J [�C—�r 1(_A�T(l,�l,11 —0vC6'EH LINE OVERHEAD S.I.D. 635 W®®m®lam T Q;11 1 T BB8E3 l� l�m LIL l I; TFLEiNCVE LINE CJERNEAD �mmmmTTI �T Q'QILL OOooE]O �p����y�7�'� _ 000�008 B C�J > LL1,L1JL3JUL1L111J_n r", ooa8I co LJ� DECIOUCJS Tr,EE 00=0[3 - a S.LD.633F_ AL _f,_lTmTE D T I I I� �`� '::� GIs HF HUSH �7lou III OTL�T W�� _�� — a CHAIN LINK FENCP NOT U ©L_ __ 1®6 'IV _E IIIJJJ mf7�I IIrrII ))II -�—--X- DIT _ 0 m Ell m �. j- �m ONCE AT-', ` I � L T N' '.2hCX2'IC � I •.• ' � Li-- - _. ♦�..y-f��� �IVIGUS.. .dtcr' �� (.-l: l •� TYPICAL PAVEMENT SECTION � - FAA - ^ �•� ��l REVISIONS .rain,/9B/ OT.Q A, _. —__ [ 7- 0 55 o.TE4UGU5 -SeTof[CR__$PCO$D-.PLAN _ �.TE ., ��N H O M A S. DEAN & H O S K I N S I N CS.I.D. 5 T"T 633, 634 a 635 LOCATION MAP , LEGEND , "`E .. DAY[ „ES NE,: ars/J . N° D4H EI�G" EERI"G cor�SU TA VT5 BOZEMAN, MONTANA GENERAL NOTES 8►TYPICAL SECTION ■� GAT[_ OFSC11_.._ _ 9c�LE ��nR I+FE<T .4,LS tlI.:EMAh-nALS PEA_ M��-.T<hi 4NEfi5. i �CU/lI/E vgrq Z �P= /SO.00' •S STD'. /f Gi�J Q7N�(/ECTEO \ '7 Lor 4 Lor 3 Lor z Lori \ PRGFESSIONAL+16 DRIVE +7 I\ ---- - -- -- -- -- — - - - -- I j +06 j 3 3 +43 +ZIT +97 t I L OT 5 L�9r O Lor 7 LOT 8 L or J - - ---- - - - --T---�- -- - - - - - -- i O } T - - T PE 9 Af39C� L L -� I _ I /54 I 20 t 1 Yc I I - --- - - - --- -- - - - - - I _ 4 815 . j - ,-- --- - _ - - - - -I - - - : : m 1--- 8 7 E• 5 4 3 2 I REVISIONS DEses rPfcaCo IRA✓s✓G D�rW yU�Y 1981 DRAWN aTeA' ,es—4L=8L _ T H O M A S, DEAN �4 H O S K I N S INC. PROFESSIONAL DR. IMPROVEMENTS •.iE .._..___DEsCR,—___ [ DESIGNED �/Q d —F.1.NO. D�H ENGINEERING CONSULTANTS SCALE.A� /'yQN'l— T` 'L�I._SC�I,LE NO— __ VREAT FALLS BOZEMAN-KALISFELL MONT.NA E' 1 SANITARY SEW APPROVED NOTE- W.4TE.Y SEF/I%CES A/QE/" iP=iSO. �' r 6B /Z' Z z-=/Z7BS' ye X \\ \ �� 5rA /i�Co�t/NECJDDTOE,t'/sT LOT 4 LOr 3 LOT Z ;u PROFESSIONAL DRIVE-- 1 175 / -- -- - +ID +t� 91 + +47 5 -4 �\�WM LOr -5 .Ora PS , LOT 7,,4 LOT 9� h wal gum, ON'kill � � Q>4�tr� hao Way w1Q h�S�yJv� T-- --- --- -� -, - __ - /t54 7 t 7 , Nip E�9t�E I I I - _ t -FTl - - , � xl 4r 1 --- - - I 8 7 --- 6-- 5 - 2 — REVISIONS H D THOMAS, DEAN & HOSKINS INC. ,� D�!-/9�3 DEECR. �iGIW/N6 DATE. dUGY /98/ DRAWN OT� JOE NO.. 4 8/ „♦ —_ _._ DEECR._ DESIGNED . I.�.NO. _ _ GREAT FAINGeo EMAAN-KALISPMEEONG EL�ONSUI_TANT MON T< ..Sc.. 8CA1612L SyO�N AP/ROVED FILE NO._— 7 , I I / LOT,O / I f�OdC/9TE0 AL1/YlgL/S/OLES LOT 7 LO 81 0 Ley- NV C`%4B 4 Gu T"TER INST�« lQ i r vsT «��7 3/RCN DF ASPi�'/4 T W/GL /NCGULE CURB ,5/TTER / 97FQ�lT W/LL Pq✓6.osL�NT. wl (� \T t .46 -- I r F/ zro -- - -- ,� -- -- O� I A - �- RE MONS Dwre.----DEec R. - )wrE._ � f l�� 0 �, m O�Q �Q, �v 0 �� �i� 2 SV� vs hW� ��� � � So tiQ� "o %QQ S� .��� MAIN STREET i SEE SNEET NO.2 :.`.:.:: W W •:. L� y� :.::::..:...:.::•:':.:^-----•cam...:-------;:'`^TN,'.-s. -,;::..:'.•::•.:.'.�t>::'-. ::;:::.::;::::::> -:•:.:::::•....>....,-:..:•.. ...'•:.:....: :, . � X :: rr _ x ........ ::•:a;�':: :rr:'-::::::r-:;r:.r':_:.::'�:'S�':.,•..';::::::,,,:;;::;:::::�:::: ::::•::;:::::i '.........:................�•:'•j�?.':::: i•'i: .:.,. .- _ L9WN-": .... r�=-LAWN I .;:..:.PROPERTY L/NE•:::::�:;:.;:.:•::::•::. : ;, v 1 j I , r/OTE- /r/STFlCC Z- 8 \H/OHWAY RW MONUMENT ENT S G2//, ;5 L ,qTE p/.<EClEO S✓E,(/G/,t/EE.P/rt/THE i F/EGU. 4.6 a _ - - - -�_ - S74.4,'CZ 0d+ao 4GKAV � R " ob - z} GE rE - -E �u -- - - - - _ - = _- _ - f�7} ME APE GAC 4825 - - - RPAE EN71 / 4825 - - - EtE%'&Jv G - _ - - - -- - - - -- - -- I TO D oa L j - - PAV 20 20 v Is. - ✓ ram - _- _ _ - — - _ -_ - _ - _- - 4815 4615 -- - - - 0700r -- i - - _ 1 SDIZ - O SGb - - _ - — 350 L. g% C 1 - PE 5 - - ,5 10 qTA -- - - - - -, .1. . 65 35 - O 00 .f 9YY " 1 Z.f Z c -- - 4805 - 0+0 TO 9-� -- - i ETA. I 0 F. - - _ - - - Eli - — - - - — -� - -- Ila M - -- - - - - IVY -- - - + -- - - - - - -- 13 12 11 10 9 8 7 6 5 4 3 2 1 0 RFVIISIONS E+-u55 D4TEAuGU1r BZDucR REt-OIZD PLAN DAB JULS!/9B DRwwN 5'A'• �o�No 4/-�/ T H O M A S+ DEAN do H O S K I N S INC. S.I.D_ 634&635 5 a. DATE DESCR DESIGNED F.e.No .9'�7 Q� pH ENGINEERING CONSULTANTS TRUNK SEWER Dr DATE DKSCR ■CALF AS SHOWN AFFROVlD �• FILE No. GREAT FALLS lS•EfOZEMAN-K4L18PELl MONT4N4 BOZEMAN MONTANA sNEET� 5 j `OWEREIAL DR G E N!_R A I_ NOTES _LEGEND __ _ _ -- - BRID4E GELATER°��VC - ,� 1 THE CONTRACTOR SHALL NOTIFY ALL UTILITY CiOMPANIES IF �� IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THIS 0Q BEGINNING EXCAVAi ION. EXISTING CONTRACT(TC.) I T E 1�1_ --- o ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR r� GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL - ------• -- -• = ^R`-A a BE REMOVED OR RELOCATED BY OTHERS.. _ -,rNALTIC rPAVEMENT t BRYANT ST THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES - .\` eoNDST PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE - -BETE Sr�wALK \ 0 CROSSING CLEARANCE. c �—�-1• CONCRETE CURB ENGINEER SHALL DETERMINE THE FIELD LOCATION OF ALL WYE BRANCHES. • ^ \ - - -- - T IN'_ET a INLET APRON EXISTING FITTINGS ARE SHOWN AND BASED ON DATA - _ _ _-� CULVERT �.a,. FURNISHED BY THE OWNER. THE CONTRACTOR SHALL IFT \ BE RESPONSIBLE FOR EXCAVATING FITTINGS AND SJ`' - STORM DRAIN 0❑ �® CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW \ FITTINGS. ^✓ MANHOLE • O m®BBp - 5'B SANITARY SEWER STREET INTERSECTIONS CURB RADII SHALL BE 15'. i W-- WATER MAIN � ((�� WHEEL CHAIR RAMPS SHALL BE INSTALLED IN NE'tiV jj— FIRE HYDRANT LAfI'i m SIDEWALK AT INTERSECTIONS AS DIRECTED BY THE �r TEX 3T / OWNER. ^^ - ��� VALVE —se" 'AS MAIN �J SEE SHEET / AND CONSTRUCTION STANDARDS FOR _ M —E UNDERGROUND POWER CABLE MISCELLANEOUS DETAILS. UNDERGROUND TELEPHONE CAu .. Lu �1LJL� ®O T•A ItI.. F/,PE11)`�WAlrAVe I-I --:5 F-- GUY WIRE 8 ❑L7 BE� •, DOD B�E�� O OFf30B LtGQ.t�/JS. ELEV=Q8Z3.SS —0. POLE MOUNTED LIGHT pp ����1 ST.9 lof rl0�Jit//Ti5'�I'SEIyEP S'/O.103� ®W®®® O m m C Y t m m O COt/5'TAl/C'T/Ut/ MLT� ♦ unu7r POLE S.I.D. 634 mmE �m� 0mWm BO !� CENTERLINE MONUMENT 4 E � ((�pp ��pp Lj,J - -0- - PCNEH ONE OVERHEAD S.I.D. 635 mmmm®Wm QLJLJm BBBB OB�Omm� WWmmmmmm�m 0J]m -8 7ELEFHCNE LINE OVERHEAD o00000 r� OOO 00 LJWWL.ILI: O0 oo �B / S' LILU LIJ LILT, 00C300 iJ ti..r DECIDUOUS TREE nn mm O NiFERC.'_ TREE a S.I.D.63B Lim W m ---} —� HEDGE CR BUSH ^„ �� •, m�m 0m� --�—�-- ---0 CHAIN LINK FENCE o:.•` ©F-7®VN� �m� _. c 11----�--- W:IOL FENCE —x- -x — vcRE FENCE „Ip: .w ;"�.•.. ! �m Omm DITCHFID,NLr,E �• � m �mm A,= o '767 � I E isr••rri. ir �.vrar..vaa•�•,r mri 9 ,v.7.wiwxa•iraAc-.u•� / TYPICAL PAVEMENT SECTION RELORL Q PLAN REVISIONS ✓(/(I',/9B/ G�TlS: 4/-B/ swffT..o assDATEAUGUSTDERCR_ KEC{IRIS FLAN DTf o,. T/// c1 THOMAS, DEAN Qr HO5KIN5 INc S.LD. 633, 6348,635 LOCATION MAP , LEGEND , 5 DATE____ ...CR.. -_ _. _ - pfg,pgfD `MDO D4H ENGWEERING CONSULTANTS BOZEMAN, MONTANA GENERAL. NOTES &TYPICAL SECTION ,NffT. DATE---__ DEfCR SCAT[ APPROVED 1 _f AT PAIL$ E)OIE MAh-.ALISPILL MO'+T<N• - I4 L �Cu.��E vgrA p=-oft? so"53 \Gs P= /so 00 C ti Lor 4 nor 3 Lorz for i /S l7YPJ SEE �L 117AI PROFESS IONAL+I6 DRIVE --- �_— — =4 _=3—= T-_ 3 +43 +21 T1 i97 1 LOT 15 LOT G LOT 7 Lor B LOT 9 N �o qo to c F/,v - t 4825 - — 4825 20 t t - t L 54 7 - 20 4815 423 L.F PVC. 10 # t- - }-- 10 4805 t - 1— - - 4805 Q4: 8 7 6 5 4 3 2 I REVISIONS {T� DAT[A�or /9B9 DncR.JA 240 DAT dULY /981 DRAWN aTA' T H O M A 5, DEAN & H O S K I N S INC. aN[rr No. .1D.NO¢%-8� S.I.D. 633 {r DAT[ D[scR._- _ D[u•N[D r.■.No.- _ ENGINEERING CONSULTANTS gOZEMAN MONTANA SANITARY SEWER IMPROVEMENTS_ GREAT•AL LS-DOZE MAN-KALI•PELL MONTH N♦ {Y DA1'[ D[{CR - - fGAL[A9_f'HOIf'N _ APPRov[ VT'•��IL[NO.__ T f L NO TE.' WiOTEfT SE/P�'/CES ARE/" .P=/SO. Gt� �G Z Z-=/z7w � L � yY 5TA //Yc5`COA/.VEC/FIJTOE,Y/ST LOT 4 or 3 LorZ PROFESSIONAL DRIVE'` . t75 1 +ID +91 + +47 LOT LOTS LOr 7,4 cor ��, LOT 9 W� Q ti o �h� � �`h` � �, v hn,h�a►. o WQe,;� REC®Rig \4D PLAN h�94�Q�h h�Q h�SCS�J�,� h�Q a h�4�iQ�m 57 - - - I f Y/�T, PGE'IN 1 30 4825 t - — -- 4825 20 20 -- f _ _ 15 _ 1 -r -- - --- - --- /t � t70- _- __ { 4815 48 S ST.i7L 6 S G — }— — �{ — — — — — _ 10 — — --1 I 10 4805 480 WL IN --i - - - - - - - -y �- - -i---- - _- - -__ _.. V•• __ - __ ___ - _ 111 �- 8 7 6 5 4 3 2 I REVISIONS w JRF DAr■Haon'/o✓3 D■.C■�Ecwopo o�.v.rvs DATE dULY /98/ De�wr� �T'Q ,O■NO D T H O M A 5, DEAN & H O 5 K I N 5 N c. S.L D. 633 5 ■H`R„o By- DATZ. D■■c■. Dc■IOR■D r.■.RD. ENGINEERING CONSULTANTS ■r- DST= DEKR ■cAu_�999//OAW APP■ VWC IL[NO__ GREAT FAILS-B0ZEMAN-KALI■PELL MONTANA BOZEMAN MONTANA WATER IMPROVEMENTS ■REE,f 3 I LI L --N---- — 15 W t� P=/SO. GO W 5T� Of SB�Y7ATCf�EO NEW �C �l 7L 6B.ZO (� h M� Y I \\ yIAUHOLE .UO L OT 4 L Or 3 V Yl L OT Z LOT 75'r,-7 /,4 sa 53 PC. OFcY/P✓E. /�/ST.gLLEO�G3(/C/�Y/ENT��( PROFESSIONAL DRIVE TELEP�/Ot/E 40Y i - - PEiJ2�VE0 L5"V ZVI /EAf5 16 I -- i4 Ot'/r `Ii9r - - m2� cars LOT 0 0 LOT 7 L�e NOTE fiOdv97E0 lJLL V Q ►�v `t t. Vl V !•Y�7TFP /%9L!iE Bo.YEs T ks haQQ'�1oti -erxc. i r - -- TrPE�Er� m sa�c �� _50 �t� 50 yc TiOFA TYPEf•'B_9_�F/GG f.'/. E. = P.� c LE• ��/. LE- — _ TI�EII E/C., Z7. Z 23 75 5 rl�L�f7JL7t'F/GG �' 'l 1 -h f/EO r/MEGE{; - 30 /lr/M EL El=' 7. 75 -- /009. Q • 30 482 5 Gx � N /�-� GNo �+ � - 9' N �`,Q� �i = 4825 vl / �O 2GU9 '• �"\jl �' O.ZZO' ��� 1(1 C1 ��1 `V N V C1 �� �� 4 �11 � - - — -- k ykk ►. . �� yl. r 20 12"5 -- — — T - PC.P CLASS I CL� 4815 _- _ _ -- 4815 -5 I - Pi t Fze-*' /. E. za 10 S - - - -- "/�7 - - - f t 4825 fo ^l � 0 20 Lk N � � a ti - ^� " o c; - _ --Y- d 0 a u h �I 0 1I 11 h 4 W - - - I - 2 1 0 8 7 6 5 4 3 2 1 RE sioNs - _ THOMAS, DEAN & HOSKINS INC. 40 eT own Duce ow,L dULf/�B/ o,,.»,. QT� Jo.No. �/-B/ }� S.I.D. 633 o�T= oi��__ - - .owLE .995'yaw,v `L''""" d/!L'_ - r e.r+o.-_ __ D1'H ENGINEERING CONSULTANTS gOZEMAN MONTANA PAVING IMPROVEMENTS 4 iLF N GREAT FALLS l4-BOIE MAN-KALI9 PELL MONTwNw 1y L Q 0 m Ai �4EMDYB"O CONSTiQUCT/GYY 14 � (�_ d�� A'o CURB f GUTrEs? Z/VS7,,4VZ&9 fk' � �� SNsr4�E0 .3 1ZI o�ASP.s'A�r I Y�i `� 2¢ BEET wla:f- Z^-�PN9SE WKL /NCLUAr CURB I ~ PLAN �BUTTER � 37 FGYIr wrLL P9✓E�r�E.vr. +I R � m J _ _r 24.Z3 m h _ 24.79 hl N 92 3&r- / a6o 24.Z3 1 I� h � 0 0 I TRr Ar0✓ /9Bi o uj I *CMP 5'RCP l'ID IT I I MAIN STREET 1 112 111 10 \ RT '9TIA TT-- XSEE SNEETN0. LAWNI PiPOPERTY LINE v I �I� 1pTE= /A/STfJCL Z- 8"Y�`if�/E$ H/GHWAY RW MONUMENT 63V S/O. G35 Z 45r39TE lf�rEs CIS STq OV00TO /3f60 � r✓r�E.gB�7CKF/L L iP/MELEY 90./ - •� 30 - - STA 6160 TO E,60 5TA.6+66 TO 6+99 50 - VI"IL EV-Z8(l v GAVEL STREET G,wn STREET 5TA. 2+60 TO 3a 04 1 A'MACEMENT REPLACEMENT PAVEMENT / REPLACEMENT 4825 RIM EL EV Ll(, —7 —� -! EX/Sr aeoz,ND 5TA 0+00 TO 0+06 I ------ . -_ � PAVEMENT R/M ELEV /15.9 REPLACEMENT 20 AW ELEV /6 - 815 � —a�p -------------- 4815 O 70,01 V - 350L F 8-PVC P/PE SOR 35 O FL. 90 i �TT0 G.5 STA. 9+50 TO 13+60 0¢�y, (CLEARANCE•0.3) 10 S.I.D. 635 3`L E B'PVC P/PE S/JR 35 SOr? 6"PVC P/PE 140L f 6"PVC P//E i--- soR ss 4805 STA. 0+00 TO 9+50 Ev�'EivLYU p�R � � ' S.I.D. 634 - W J ZRj Nz� QgO i 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ��y����� �J RE'�� NY-ale- DAT[AM RE{"Q2j, PLAN -8// _ T H O M A 5 DEAN Ck H U 5 K I N 5 1 N c. S.I.D 634&635 5 ."[[T�D L A9 DE{DNCD -�� `N 3567 � - D ENGINEERING CONSULTANTS. gOZEMAN, MONTANA TRUNK SEWER f ■V DA1� -_-_ D[{<•- • [ rrPOVEO ' ��1[-Y✓ "R':. All$-BOZEMAN-KALISPELL MONTANA 5 {M[R{ I`�L