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HomeMy WebLinkAboutBozeman Deaconess i \ F .f tiny f. MQ%n %� ` I.�1� � -,ate. ,1✓ /•'i L' - -'1 J \ T �� f/4 Vo/ve r Valve Boorer - - • I � Corner Fevicelvoe!-(Wooden) 1 Xp h 4C v rh o q v to C I � AN 00 Al nl New /4•� Sappy Ma/n i� •� �n, dAf � o ✓r"' -.:: 5r� fi.r y�3�9� l/a/ve � Valve Corner FencePos t(Wooden) Z65' Wooden -- 41L 7 9 r est Go Post { rner - --• --- - - - er,ceposij lWoode J - - - - •- t I�L-- --� --- i 49/O _ _ - 1 -- Holz /" SO 771 1 =7 4900 :41 — --- — ,- - -- - -- - - - - - — Srrea cross'. See + _ I Oa/a// rb/s 3bee 00 //+GO - aagn - 1- — 1- --- - - -- - - --- +p0 ---- --- 13+00 / -T- 7+00 9 3.00 /ron Pipe 3 M Proper/,l/ Corner Elev 5002 99 Go/f Course I !0 _ 0 AbutMenl Conc Cradle - -c /4 Gale 1/a/ve 3 h h — O Stream - a Kayy Lane Q k N v STREAM CROSSING Note � --- - Minimum cover over pipe to < be 6`0_ excepl whe%•e noted. 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I NOTE: TAP THE EXISTING 10' MAIN UPSTREAM OF THE EXISTING VALVE AND HYDRANT IN ORDER TO EXISTING CURB AND GUTTER -- MAINTAIN SERVICE TO THE HOSPITAL NEW 10' MAIN TO BE THE AND ACCEPTED BEFORE TYING TO HOSPITAL STA 6+20 MUELLER H-615 I O"x 10"x8" TAPPING TEE 10" GATE VALVE r INSTALL AFTER NEW DOMESTIC 11 EXISTING 10" WATER MAIN LINE IS IN SERVICE EXISTING 10' WATER MAIN (FIRE LINE) EXISTING_y EX. 10" HYDRANT 8" TAPPING VALVE 6' SEE DETAIL 3 EXISTING 10" ■ 8" REDUCER VALVE STA. -0+00 PROPOSED fi' MUELLER H-615 10'x10"xB" TAPPING TEE (DOMESTIC LINE) ''-8° TAPPING VALVE 6"GATE VALVE 4 R 6. 4"GATE VALVE STA 0+03 10"xB" REDUCER I ---�-I 9 RELOCATE HYDRANT STA 0+15 45"9 22 Y2"BEND 7' EXISTING CURB - AND GUTTER NOTE: CONTRACTOR TO REPLACE CURB AND GUTTER. PAVEMENT IS TO BE TEMPORARILY REPLACED WITH GRAVEL. THE PERMANENT ASPHALT REPLACEMENT IS IN A DIFFERENT CONTRACT. 2 NOTE: AFTER THE 10' MAIN IS TESTED AND ACCEPTED THE CONTRACTOR IS TO REMOVE THE EXISTING VALVE AND INSTALL A 10' PLUG. THIS PLUG IS TO BE THRUST AGAINST THE EXISTING 10' MAIN PLUS NOTE: AFTER THE 10" MAIN IS TESTED STANDARD THRUST BLOCK 81 REVERSE AND ACCEPTED AND THE 6" DOMESTIC LINE HYDRANT IS IN SERVICE, INSTALL A 10" 90° BEND 6 A 6" REDUCER THEN CONNECT TO NEW 6" FIRE LINE TO HOSPITAL, THRUST BLOCK I TO EXTEND TO UNDISTURBED SOIL. �� DETAIL I _ _ I DETAIL 2 (FIRE LINE) \EXISTING 107 SEE DETAIL 2 6 WATER MAIN PROPOSED fi" ` (DOMESTIC LINE) 4 LINE \ I 44' THRUST BLOCK ALL 90° BENDS AS CONSTRUCTED MAY 1989 S/S/G Engineering Q Surveying // BOZEMAIV, MONTAN4 WATER MAIN RELOCATION \_ FOR BOZEMAN DEACONLESS HOSPITAL DRAWN BY PK e ! /86 CHECKED BY RK MEDICAL OFFICE EUILDING DETAIL 3 4°PROVE°BY -_ - — SCALE NOT TO SCALE 87-565-2 — - — _ - SHEE -2— 2 OF___ i I e +2.5 f�,,••"'�� �r +r�- 45"9 22.1/2°Band See Detail I RELOCATE EX. HYDRANT 1 • �( Remote Concrete � . PARALLEL r 16"WATER MAINS \ a. (FIRE) 4 WATER MAIN /! 45°Bend -- f1,--- % - 6+0 6„WA R see ck�a,, s 1 i.CO (DOMESTIC) Set De,oJ 2- 00 L � I 5. 1 I ` — — 10°WATER MAIN I (RELOCATION) I p.00 _0 I a+oo 1- - SCALE _ PLAN I"=30' HORIZ PROFILE — 1°=5' VERT. In=30'HORIZ. 4 O OO -- 20 - $ 2 40 I 3tr 1 4 80 1 i 6 - i , I ' , I —Park -- - - - - - 491( t ! I .47=UpDet Ftoor Future Oro N - \'�•--- _�- - _ _ __ _ _ --r ` Moud To 6'C-wer � + \ Ott WaterNam Parkin Lot i I H t p Nr h a in Giradii At m 1 cl.-%,nip J 905 I ; � \` \` ��f '/ ---� _ - � •_t- �t� T_-- —#- � - r O{6 Water in 489014= oweiFl •- —� Ma om m F d' ' - - - ••9895r — -- I e-I i N - _ { - ---- -- - - - -._- - --- -- --- + 1 1 - -- - - - - See 91d Dro nq Sp' oc,ol 'n o o e •4. ( i m •Q I I ' 71 :o_ g' --� _ _ _ ^1 _ t I { } o -- m _ - g I AS Tit D Mt�'! 19 _Q t _- ' - - - - a. - - - i I I - - — -- - GASTON ENGINEERING 8SURVEYING BOZEMAN 8BUTTE, MONTANA 23 WATER MAIN RELOCATION _ 'm - `b t •., R a4' o c I N FOR N g 1 BOZEMAN DEACONESS HOSPITAL hol YI�o Wt m Y, N =i I T,, h 1 D[AWN IT PK B DATE 10/5/88 r]wauo e'PK MEDICAL OFFICE E IILDING eEwuo Arr�ovfo SCALE:A' sHowry PROD. NQBZ_5F- 2 SHEET�OF__ i ( EDGE OF HOSPITAL 97 50 TOP OF DRAIN i`T _,Ell­r,,. ,�,- - � DRAIN ZURN Z-610 OR EQUAL o r1 4• PVC r 1 W' O _ -FINISH-GRAD'-- — - — -- --- --- --. - -- t SANITARY SEWER PROFILE w; EXIST GROUN - al — of 1 00°i° -_ 255 L F B vfRF PIPE 100 L F B °ERF PIPE — - - t _.4R8( zp N O C O O l T NOTE I+OG 2+00 3400 1 — _ _ 70 4+t'^, LL 5+00 LENGTH SHOWN IN I'ROFIE E ARf F')H INFORMAT;ONAI_ --�RP�.7:ES ONLY, (ONTRACTOR ;HALL CONFIRM ACTUAL F1PE UUANT 11ES ORIOR TO ORDERING SUBDRAIN PROFILE E MATERIALS. C-1- ., / _ J FINIS, GRADE R M ELE - 7 �" FI Ex151' cRouv - 1 RI ELEV=94.07- - \ _ 004900 ftNISH GRA D+r _ I 90 EXIST. GROUN Q vCr RIM ELE -99.OS _ - Hill ELEV=9d0�] — �� 1 h' ri n V E F V g I 200'h 2A r. _ O ae� ' z UTURF WATER 90 cLas m STA. +2� TO STA.4�78 � 167 LF 12 RC - kc� � LINE NSTALL 358 LF OF - - 4880 18' RCP LASS M _ 48 z � w 488070 :m a •�Z 2 +00 1+r)O 2+00 3+00 SANITARY SEWER PROFILE � LL c T.s STORM SEWER PROFILE A 4860 :'LL ><I + _ 48 1+00 2,00 3+Uv 4+00 5,00 STORM SEWER P IF?0FILE _g5 I � 1m -- - �wN_. FINISH GRADE-- --- -- - -— -- -- �� i _� RIM ELEV=995J mm —_ fi STUB OUT 5 LF OFI —� AND PLUG ` — - — r •_I -- - -- 1 ___ �� STOR DRAIN-0 m _ FUTURE RIM ELEV-8900 WATER LINE "'O 1.00% (TYP.) LUO% IfYP) INSTALL IOC,.I E OF F 8 i'VC SDR 36 RIPE o� CC 3*00 4+GC. 5 CC 6*00 7+00 8*00_ �� 9+00 10+00 11+00 12+00 13+00 EXIST GROUND- ( FINISH GRADq w RIM ELEVz9400 w, tL ` a a