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HomeMy WebLinkAboutKagy Trunk Sewer and Water �•� �� -- - - LEGEND GALLAT IN COUNTY FAIR GROUNDS f New Combined Curb 8 Gutter New Concrete Aney Apron ^ __ � .` Existing Concrete Curb — I g � \,`� Existing Asphaltic Pavement l > Existing Walk Existing Water M newer W i W s. Existing Water Main �.,� a _-.. _ t Existing Gas Main G-1" II Jt �J Existing Storm Drain $0 Existing Culvert c--- I g flsi I L '�m Existing Manhole Lu-JU I New Utility Lines on other improvement sheets - - -- E., New Utility Lines I I New Manhole I TTE --u- —�� �'.- �� i �` New Inlet Fire Hydrant - PowerrPolePole f Steel Sign Guy Wire iTree o ' - Hedge Wire Fence -X X Y Wooden Fence ---o--- o -1 Centerline Monument �HH� �� — cam as r �� oo���� Ditch Fe .,, Underground Telephone Cable - �FE[E TIE ��� 8� K W[ETIOIE ®TIE PLET I •• Bs�g� FdoETTm RDZE cc 40o F oa0000 O 9 JI Iplp�� tII TE T o [E[f] . CJmI C 1 1 I =H 16 N yam WNN� GENERAL NOTESA - -�. J' 7 i Street Intersections curb radii shall be 15'. A. r nAll alley radii shall be 5 1/2'. I , I �m� 2) Alley options to be constructed to back edge of L1J sidewalk of one toot from the property line. ■ 3) The exact location of existing utilities is to be — determined In the field by the Contractor. The owner assumes no responsibility as to the _ LL accuracy of the locations shown. 4) All power,telephone and other utility poles \ - or guys which interfere with the construction I 1 r shall be removed or reiocoted by others. 5) The exact size and number of trees to be removed shall be determined at the time of r_ construction I 1 � E SH ET 3 SHEET 2 � SHEET 4� DRAWINGS IN THIS FOLIO HAVE BEEN REDUCED TO ONE-HALF THE ORIGINAL SCALE. 1 J REVISIONS NEST„ DEs�w RECOQOOQi7�i/7)6' 334 DEAN & HOSKINS INC. CIDATE NOliEMBEP,/977TY OF BOZEMAN4wD DRAWN G.�/ _ �oE No 36-7zDESIGNED �- _- ,...NDe7f�JTHOIVIAS, ENGINEERING CONSULTANTS BOZEMAN, MONTANA KAGY TRUNK SEWER AND WATER SNEETS DATE O[SGw. SCALE NONE APPROVED a1/ t�7LE NO. 41_ GREAT FALLS-■OZEMAN-KALISPELL, MONTANA AANcr L/if/T9 7 J N ti T 7 oo v� oQl 00 Ir z h o0�0 tiz m , 1 b oeL43' � W�3 ,� ro htiZ .u. .., ,• — - - -- � _".ter- 1� _WO TUG 5 � _ ti r , SERVICE W �� �j h 6 ` 7 $ 9 I KAGY BOULEVARD U - j - - -- ----Z A - - - - - --2 NG so FOR FUTUR 1 W yti i �0 G e ^1 9 m SEE P POF/L E/,I/ I y q w Q; - -- J M v� CORNER THIS 37�11 h O SHEET IAJ r 4"5EROICE5 AS SHOWN IYERE LOCATED BY THE ENG/NEER AND I 1 EXTENDED TO RI L/NE AND MARKED 2 v Q AS SlIO&IN ON CONSTR(/C T/ON STANDARD L1 NE 2'00 W' 72 AND DESCRIBED IN SPECIFICATIONS. MATCH Vj BM HYDRANT ON SOUTH V v BLACK;NORTH OF Q h O CAROL PLACE ELEU 4885.19 i f I STA. O 00 to 5TA: /O 8 : S .O�00 t STA. 45 - - YPE "I" BACK ILL ~TY W 9AC KFUL STA. + 45 10 STA. 2+:00 �: - -- - 4900' 1 PROP SED F TURE 4900 L� CQNS RUCTI ON -- - Ex 7-46 G OUVID R/M:`93 NOT N THI C-ON RAFTF- 9595 R/M I.'If -SDK R/M- 93.5' -- - - - - --- - -— : I .UND 4890 -- - i — ----+ z4"C.M.. — -- - 4890 ti I a 85 8 5 0.*In% O.ZB O. B ? -- — -- ¢00 L.. 7D' - -- -------- SSR— O. '7- $" P PE l5 L: JO PlRE I 4880 / 2LE/D" /PE Z --- -- — 4880 Lq to 44 zt -- ° } _ - 0 1 2 3 4 5 6 7 8 9 10 11 0 1 2 REVISIONS SHEET NO. nv C _ oATE-/Z�S�7B_ oescR.RECORO OR4/Y/NC o�Te N�V-7'1_ oR,.wN TJH ,o.No.36-'7'7 T H O M AS, DEAN & H O S K I N S INC. CITY O F E 0 Z E tit A N 4 er DATE pE{GR — -__—_ OE{iaNeu T�c_.____—__ . { No.268 0072 �ryH TEAT p.ENGINEERING A CONSULTANTS MONTANA KAGY TRUNK SEWER a WATER OTL-__--OE{CR.-- SOLE. �"_SO� - Ar►ROV{D___ yL.�-- FIL[HO-� SHEETS 2 ILI � W Al \ \\ \\ { LINE MA ZrpO I 2 I� Q 2 K C✓ESS EL � I � c o� \ G�C HA U55ER C �r iVE55£L. P ASE OFT/ON RENN 1\ 1 PL U66ED 0 t U/E c y✓ FOR FUTURE L4 Qv \ —L7 co OG h Y\ c VALLEY VACIV LEAS 4//TH PURCHAS T/ON ; v 9 \ \ \ (RENN Q 'A'0 \ BM HYDRANT ON SOUTH \ BL AC ;NORTH OF \ CAROL PLACE EL£U 4885./9 j 5TA.o*po to STA.:O+47.S - - - - - 4900 4900 X Tom="�"`"_ dA f -�- -- - - -- - - r �. I TYPE "A BALK - ' � _ _ 6X/ST/ G GROU _-- — 95 - - -- — - I --- -- - - --- - - - - -- - - 95- 4890 1 � � - -- ---- 4890 £X/S INC I 102 GRDU Di' Z8%D - /P - -- 85 --- _ D 0.2B 400 F �0" /PE I t -- - � - -- % 85 /00 L.F /0"P/P 90 4.F "P/P£ 4880 - -- - - -& 4880 I A9SCFI I STA. 2 00 To STA. 13+ 2075 j f PIPE I PROPOSED FUTURE - +-- 75 CONSTRUCTION NOT Iq THIS] CONTRACT It CO p v 7-- 0 I 2 ---- 3 --- -. 4 5 - - - 6 7-- - - 8- 9 10 I I _- 12 13 REVISIONS CITY O F B O Z E M AN pv.0 DATE/2/Jlr/7B DEECR.?Te_'4 D_OlZ4/Y/N4 D M'o- 77 DRAWN T.J.H. _ ,Op„O 36-97 ]THOMAS, DEAN & HOSKINS INC. 4 SHEET NO. DATE DE.CR L ...,DNED_TA.C. P.p.„o2684t272 D � ENGINEERING CONSULTANTS KAGY TRUNK SEWER SCALE--/��_SL7' APPROVED-'' - FILE No._4' GREAT FALLS OOIEMAN-KALISPELL MONTAN4 MEETS 3 VO -� G - STA.Z*/9-5- INSTALLED,:f p �1 PLUG $ THRUST BLOCK /2z % aewo 1 __ Ce•o I � _ G.9TE Y.4LYE `` j STA./-+395INSTALLEO P2!e'BENO 6.6' �' -03zf B THRUS T B L OC if oGYE 5 TA. OtOo TO 0t35 AEPLACEO STA Ot75T0 Ot 90 AEPLACED pET4/G O},P ' 45 22 SY. TYPE/ PAVEMENT CsS'W/DEJ rI/q Sy. GRAVEL (8.5 W/DE) � STA U�00 REMOVED EXISTING ED CURB i1 " UG d CONNECTED NEW _ /4" WATER MAIN TO EXISTING 14" TEE STAO*79.5 INSTALLED VALUE 0 UAL LIE BOX _ T 'STA. O*52.8 IN STA LLEDI4" STA. O T7 5 INSTALLED /�h 5' GATE UAL UE V UAL UE BOX LEVpR© REDUCER; TIE BOLT REDUCER K�GY BQv pRDpp.SEp CURB' �� TO CRo55 8 UALUF �(AGY CURB PROPOSED _ N� 1g"G/ N� STA. 0.75 REMOVED EX/37//YG _ QJ I STA/f05.7S INSTAL LED/4"IOZ6V 2 3h 14" PL UG 4 C'ONNEC TEO 70 EX/97-CR0.3:3 STA.D>4P O 7? < THRI/S T BL OC N a , 4"Nl, GrP098/NG G STAOt35 TO /,,00 REPLACED 4 D 1 -13 S.Y. 6RA VF4 l S"5'W/DE") SENSKA \ -_ ) 1 G//L B E R NOTE EX/5T/NG/4"W,,4TER LINE IOC4T/ON/S UNCONFIRMED STA. OoDO TO 0+92 Q STA-Ot75 TO 2f00 TYPE A'EXCAVATION TYPE •B" EXCAVATION 7W / BACKFILL TYPE / BACI(PI-L - - - --- - --- - -fi - - --- - I - i r I ZLI - - - - k - -- • 1 --- - - -- -� -- REV I i TJ N. 36-77 D � THOMAS, DEAN & HOSKINS INC. CITY OF BOZEMAN By �' _ DATE Aa '. O OR.41'Y/Na DATENO•' • • DRAWN_-- JO.NO. --- e DAT• D[scR — —_-__-- r D[slcN[D JA. -___ F...No._P68 +eW-- EINGINEERING CONSULTANTS [N[ET No. KAGY WATER 4 B. DATA OE[CR !GALE. �i-JO _ A►PROV[D��:_ --�i FILE NO'�'' _ GREAT FALiLS'BOZEMAN-KALISPELL MONTANIA -- �_-- [NE[T9