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HomeMy WebLinkAbout2007 Water Main Renovations \�.00.K'oNTANq u000,�, *1 MURRAY JR.i*_ 2007 WATER MAIN RENOVATIONS 'c IU337RE f� „C�'R�LSTE�1�t "''i�1Z]NAL��Oo�O\ ramunminmutm =AWW.WFS CBBCLCBUBY. ASK CITY OF BOZEMAN MONTANA D�06/201IM 1 F C Z RECORD DRAWING RECORD DRAWING � o 0 883 w � a1 N Co. MARCH 2O07 . b �+P� III iM6�� W I Ii ° 0 0 00 03 o rr i I 2 LEGEND INDEX GENERAL NOTES EXISTING GAS LINE 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA VICINITY MAP COVER SHEET Ct PUBLIC WORKS STANDARD SPECIFICATIONS,5TH EDITION,AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,5TH EXISTING STORM DRAIN N.TRACY AVE. STA.0+00 — STA.4+00 W1 EDITION, INCLUDING ADDENDUMS,THESE PLANS,AND THE CONTRACT DOCUMENTS. avtr > _ onacne�o^e Q N.TRACY AVE STA. 4+00 — STA.7+24.66 W2 2. THE BASELINE SURVEYING FOR THIS PROJECT WAS DONE IN 2006 BY MORRISON o.<v„v e�esv Br>a^t ot. W MAIERLE,INC. en p� N. BLACK AVE. STA.0+00 — STA.4+00 W3 EXISTING WATER MAIN 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE N. BLACK AVE. STA. 4+00 — STA.7+76.70 W4 AND THE CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE " CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATES PRIOR TO AND DURING N DOZE AN AVE. STA.0+00 — STA.4+00 W5 CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT —IN z oak st. °"st' r r EXISTING TELEPHONE LINE EXISTING UTILITIES. A s t _ Bi oxr oHP N BOZEMAN AVE. STA. 4+00 — STA.7+97.70 W6 U o a 4. EXISTING WATER EWES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW EXISTING OVERHEAD POWER Go Ee II M le m 5c st�n � WATERMAIN CROSSINGS W7 WATER LINES.ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF E. BABCOCK ST. STA.0+00 STA 4+40 W8 THIS PROJECT BASED ON ACTUAL FIELD CONDITIONS. VI O — . oa € $ H 0 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE �Z ^"IVP VP EXISTING UNDERGROUND POWER E.DABCOCK ST. STA 4+40 — STA.9+25.12 W9 WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO i ; m zt5t �u ne s �❑ Tamarack St. Z❑e ALL CUSTOMERS AS SPECIFIED IN "TEMPORARY WATER SYSTEMS"— SPECIAL PROVISIONS. O ❑ sc ��N s� rsc rsc S.CHURCH AVE. STA.0+00 — STA.5+80 W10 r) St = EXISTING UNDERGROUND TRAFFIC SIGNAL CONDUIT rl Lar o o s ❑ 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND ER FEET VERTICAL will", �� S.CHURCH AVE STA. 5+80 — STA.8+14.12 W11 SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING®� r Terrace qve. ^ t ❑❑❑❑ �� SANITARY SEWER MAINS OR STORM DRAIN MAINS,UNLESS OTHERWISE SHOWN ON THE EI _ ❑PPeo t ❑❑❑❑❑❑❑���I gg EXISTING SEWER MAIN CYPRESS AVE STA.0+00 — STA.4+94.79 W12 PLANS OR AS DIRECTED BY THE ENGINEER. , O eLrc6J1€CJ�I ®❑ ❑� Q��� DETAIL SHEET Di 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMA O �ou � C t b�guyt s�t EXISTING SEWER SERVICE WATER DEPARTMENT. IL�dI ��❑����� EXISTING WATER SYSTEM D2 o9e �� _ �e1 PROPOSED WORK 8. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE wno sc❑ _ L❑it/ �vF AREAS w w— PROPOSED 8"WATER MAIN MINIMUM COVER CANNOT BE OBTAINED,PROVIDE INSULATION BOARD AS DETAILED ON �J j Cl ❑❑❑❑��❑ �I� LLLIII THE PLANS. a Lw 9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE RIGHT OF WAYENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE CONDITIONS ARE �D ENCOUNTERED.M In St.y ��❑©�®❑❑ cock EXISTING WATER SERVICE 10. ALL MAINLINE PIPE AND FITTINGS SHALL BE WRAPPED IN 8—MIL POLYETHYLENE. 11. THE WATER SERVICE LINES SHOWN ON THE PLANS ARE APPROXIMATE. THE ®©�©® �©❑❑m❑ S9 st CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EACH SERVICE PRIOR TO ° or.e st. 5 CATCH BASIN INSTALLATION OF THE NEW WATER MAINS. ^ �• a orc Cu c 12. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH N KOCh - J❑❑❑�n❑❑®rD� ❑ c c2e CURB STOP OF THESE LINES,WHICH VARY IN SIZE AND COMPOSITION. ❑❑❑❑❑❑n�❑❑0���� O Bogert Pl. 4 13. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS, ❑❑❑❑ ❑L❑fJ�❑❑�❑❑❑ tort'5t STREET SIGN OR OTHER FITTINGS TO COMPLETE CONNECTIONS. FLEXIBLE COUPLINGS SHALL NOT BE — USED. EXISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P.,C.I.P.,OR I� ❑❑❑❑ ❑e MQF0❑3❑❑ ~ q�p EXISTING FIRE HYDRANT OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL a N fl ❑❑❑❑ ❑�o�Bt ❑�❑❑�� a m BE VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFPECTE. W. College St.p' m�a H =Hv oon 5t. ❑�❑❑❑� YF EXISTING STREET LAMP 14. WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON Gant = THE PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT n CI V On L2❑❑ PROPOSED FIRE HYDRANT ENGINEER OR HIS REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. �ggnal T.Cr. ����❑❑ anm � IIArtnIL 15.THE CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS .Bru^ ���❑❑D AND THE PUBLIC.ADEQUATE SANITATION FACILITIES SHALL BE PROVIDED BY THE O EXISTING SEWER MANHOLE CONTRACTOR FOR HIS PERSONNEL. vnlae st. Montana h11v DA THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM SI-IFFY IVO. 1 E%ISTING WATER GATE VALVE DAMAGE DURING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. 17. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED Q yy PROPOSED WATER GATE VALVE WITH CONCRETE AT ALL OPENINGS. Lincoln Rd. State s a C I ON 15 //-\\�\\\ \ONTA v RECORD DRAWING ._...T AN .,�2..... *i MURRAY JR,J*_ Z ....iioS�NAiL�ooc• 3ANNDT. WFS CIECKE BY: ASK APPROVPDHY: RJM STA. 1+74 INSTALL 8X4 MJ TEE, STA. 1+95 CONNECT TO EXISTING STA. 3+07 INSTALL DATE. 2/4/07 STA. 0+21 NO HYDRANT LEAD STA. 1+25 CONNECT TO 1 4"GATE VALVE. CONNECT TO SERVICE LEFT. NEW J"SERVICE FOUND. HYDRANT CONNECTS TO EXTISTING SERVICE RIGHT FIRE SERVICE LEFT. INTO BUILDING (TO MAIN ST.WATER MAIN (ASBUILT). STA BEND. INSTALL 8"90' MJ METER)WITH OUTSIDE I� / CURB STOP. {} O STA. 4+07.6 INSTALL NEW 6X6X6 TEE A f BRANCH NORTH) REPLACING EXISTING LEADED JOIN CROSS AND ABANDONING EXISTING 4"WATER MAIN /4 J TO THE SOUTH AND CONNECTING TO EXISTING -- -------- ---- °x ———— — — -- — --- — --- --- -- --_—_ � 6"MAIN TO THE WEST(ASBUILT) 0+00 o rd iA" —sa ss +o N. TRACY AVE. a Ex. a SERVICE sa<, N p 4 ffi o W w w V] r r r r r r r 3+00 r 'TT +r r r r {7a 3 Z6L; O py 16�4 o O F -------- /� � 3 4 �\\� 6. INSTALL THRUST BLOCKS BEHIND Z NOTE:SERVICE STUBS/ i NEW TEES STA.0+83 CONNECT TO $ MAY STILL BE LIVE. Z I (ASBUILTS) y EXTISTING SERVICE LEFT (DO NOT RE-CONNECT) x STA. MAINS CONNECTED TO EXISTING STA.GATE INSTALL SE MJ TEE, STA. J BE INSTALL 8" STA,INSTALLED NO VALVE Cr" WATER MAINS WITH NEW 6X6 CROSS 4"GATE VALVE,CONNECT TO FIRE 90' MJ BE, D. STA.2+42 CONNECT TO INSTALLED(ASBUILT) O (REPLACING LEADED JOINT CROSS), SERVICE LEFT. EXISTING SERVICE RIGHT. 6X8 MJ INCREASER AND 2'SPOOL STA.3+44 INSTALL SXfi MJ STA. 3+93.6 INSTALLED 8X6 MJ REDUCER, 6"MJ GATE " ' (y PIECE(8)SOUTH fi.5 SPOOL PIECE TEE, 10 LF 6"D.I.P., VALVE AND 6X6X6 TEE(BRANCH SOUTH)REPLACING EST(6" 3.3'S O E W ), POOL PIECE EAST HYDRANT ASSEMBLY RIGHT. EXISTING LEADED JOINTS AND CONNECTING TO EXISTING (6")AND NEW MJ GATE VALVE WITH 6"WATER MAIN TO THE EAST. (ASBUILT) 6X8 MJ INCREASER NORTH (ASBUILT) pi Scale: 1"= 20 {� 0 10 20 i w III o co HORIZ. SCALE: 1" = 20' w co VERT. SCALE: 1" = 2' 3 „��ta*i GiPYYPF 4796 FLOWABLE IILL Ld 4796 WITHIN MAIN ST TYPE A FLOWABLE FILL WITHIN (n R 0 W BACKFILL MENDENHAL ST. LJ R.O.W. LJ 0 4794 4794 0 4792 > — -4792 w> o M o� z ` LLI Z z w o J 4790 w m Jw PROVIDE INSU TION ~ o W w U 4790 w w >Jo IF DEPTH OF C VER IS F w p 2 r o o r O 0 3 LESS THAN 6.5 (TYP.) N� ww SEE DETAIL SH ET zo Gm >w v' rz°J � D-1. >� ow zcwi z ,.GAS w TEL 1z z » n 6rc �o�ii o z wo _ Z 4788 e .��_ of Nw �w �q oa �o � —4788 N' > oW zm oN JF m�ro-� o'°cwi Nw _ IT _ +z_ z a�¢om h®j 4786 - z_3 r m g� 4786 dw w Q PROPOSED n m m>e < ww doo O a Mza wo 4784 a a 4784 �1 it -r�JII RE N OF VERTICAL SSB DEPTH U KNOWN r/ O O O SE W 18"OF VNE O AERATION BE j j LX` OB AWED,PROVIDE zj 4782 F 4782 0 EA H SIDE OF EXI ING /�71 SA.SEWER MAIN OR l r ST RM DRAIN MAIN AND V SO FULL WIDTH OF UTI ITY TRENCH TO MID-H IGHT OF 8"WATER LINE. 4780 4780 STA.0 00-STA.3+3.6 INSTALL 394 LF 8" D.I.P. LF. 6 RESTRAIN ALL JOINTS STA. 393.6- _ INSTALLED to LF. 6"D.I.P. jg78 4778 BETWEEN NEW 6X6X6 TEES(ASBUILT) O: I O :O N O: c0 :O M N Ol M N Ol N W N O> r r r O O� X 10 :Q Ol Ol O W W of W W of of of of rn rn rn rn rn rn rn rn rn m m m m m m m w w o� w o� o� w w w w o� ro m m m m m m ro m m o� ro � w w � 0+00 0+20 0440 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 Qb I I RECORD DRAWING *i MURRAY JR,J*_ SSS '�IIIIIIIIIIIIIII��� 3AWNF: WFS CHECEMEY. ASK APPROVEDBY: R,IM DATE: 2/4/07 STA. 4+07.6 CONNECT TO NEW 6X6%6 TEE STA.EXISTING SE CONNECT TO STA. 6G SE CONNECT TO N WITH 6"MJ GATE VALVE AND EXISTING SERVICE LEFT. EXISTING SERVICE LEFT. w 3 O6X8 MJ INCREASER. 1 4 W o STA.4+31.3 INSTALL 8X6 / °i STA.6+78.6 CONNECT TO F o MJ TEE, 19LF 6"D.I.P.AND EXISTING SERVICE LEFT. c HYDRANT ASSEMBLY. REMOVE J EXISTING HYDRANT, 1 1/2" 3/4" 3/4" � Z O � ggl> _ —/D— All, \ ————————————— 2 ___ Z a o 6+00 7+ +24.66 t�� w 4.� ❑ T r o T +00 TT + r T T T T o ao 0o T T T T T T z N. TRACY AVE �— — Ell TRACY f of — ----- ,------ z —— ——————— — 3/4' 3/4.. 3/4" 711 lY�"' STA. 7+24.66 CONNECT ]> F STA. 5+2 SE CONNECT TO STA. 5+71 CONNECT TO STA. 6G SE CONNECT TO TO EXISTING MAIN WITH � [[��] �E; EXISTING SERVICE RIGHT. EXISTING SERVICE RIGHT. EXISTING SERVICE RIGHT. 8"MJ GATE VALVE AND ON �C � .11 8X4 MJ REDUCER I � I O Vb{. Scale: 1"= 20 {� 0 10 20 i w III o co HORIZ. SCALE: 1" = 20' cow VERT. SCALE: 1" = 2' FLOWABLE FILL WITHIN -f I yP 4790 MENDS HALL ST. 4790 �IJ OpY R. .W. PE A BA KFILL 4788 4788 o z c�i 3< 4 4786 w - _ 4786 O — rx.wz _ x �� 'F� — _ ro: x W-H 6.5' MIN _ 4784 w w 3w 4784 it x - z z w OIle zo o 0 0 o w w N z nw �x z AS ww u 4782 o 4782 o �� +I _p GAS +� �w . o g -< + �w z� �/ w +� � w 0 4780 �> +w +w �` p 4780 IF DEPTH OF COVER IS W LE S THAN 6.5' ( P.) ROPOSED 8• w w + DETAIL I.P. W SE DE L 33 V1 D 2 m to 4778 r 4778 t 0 4776 4776 O Z z J 2 U 4774 Q 4774 STA.4+7.6- STA. 7+14.66 INSTALL 17 LF 8" O.P. � RESTRAIN ALL JOINTS 4772 4772 o m m co e n � rn m co �n n c� o rn � co � n c� o rn rn W2 m m m m m m ro ro ro ro ro ro ro 0 ro m ro ro ro ro ro ro ro ro ro ro c ro I ro m m m m ro m 3480 4+00 4+20 4+40 44 4+80 5+00 5+20 5440 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 as DRAWING /��\\\\ �T �� \oNTA v RECORD ROBER ;/= -=* MURRAY JR,';*= Ilz 'iriirr�NnlAiuL�o�° STA. 3+88.5 INSTALL 8X6 MJ TEE 6"D.I.P. 3ANM1l: WES REMOVED OLD HYDRANT HYDRANT LEAD, ASK AND ABANDONED EXISTING HYDRANT ASSEMBLY 19' CHEC HYDRANT LEAD. (AB) LEFT(AB) AppROVEDBy; RJM STA.OEM CONNECT TO EXISTING STA. 1127.47 VALVE INSTALL 8X4 MJ TEE AND 4" TA. 1+57 INSTALL 11}' MJ STA 2+33.5 4' POSSIBLY LIVE STA. 3+26.5 INSTALL STA.EXISTING S CONNECT TO DATE 2-7-07 MAIN REMOVE 6•'VALVE AND 6X8 MJ GATE VALVE RESTRAINED TO TEE. HORIZONTAL BEND. SERVICE RIGHT, DO NOT RE-CONNECT 8"MJ GATE VALVE. E%ISTING SERVICE RIGHT REDUCER. INSTALL 8"MJ GATE VALVE. CONNECT TO EXISTING FIRE SERVICE LEFT WITH 4"D.I.P. w STA. 2+94 INSTALLED 8X6 STA. 0+42 INSTALL 11}' MJ MJ TEE AND 6"MJ GATE HORIZONTAL BEND. (EXISTING VALVE.RESTRAINED TO TEE w °i MAIN WAS SKEWED SEVERAL TA. 1+63.79 INSTALL 11}' MJ FOR FUTURE PARKING c DEGREES TO THE WEST AT HORIZONTAL BEND. GARAGE FIRE SERVICE. / CONNECTION POINT) (AB) EXTENDP&CAP WEST OF / STORM DRAIN.(AB) I GO sp — a --- --------- — --- _ " F z w w 1.0 Pl. w w w � pe 0+0 I 2+00 3+00 IF- 4+00 0 0 1+00 8 SEE SHEET 6L> N. BLACK AVE. 6g1,V W-7 t6li bgl4 0g6i Lgyi 99L4 z p p G G G G p O p p G p p 1-1/2 / 4" � /n STA.0+02 INSTALL 114'MJ STA. 1+40.76 CONNECT TO \ / HORIZONTAL BEND. EXISTING SERVICE RIGHT. STA. 1+41.25 INSTALL 8X4 MJ TEE WITH 4" Z I O O /M i MJ GATE VALVE RESTRAINED TO TEE. F+i CONNECT TO EXISTING FIRE SERVICE RIGHT 7. WITH 4•'D.I.P. CID STA. 3+67.45 INSTALL 7. STA. 3+91 INSTALL 8" W W 8X8 MJ CROSS C 1 �] MJ GATE VALVE. (AB) O P yS—II,: 1"= 20 0 10 20 p i w III o co Z. SCALE: 1" = 20 w coLVER T.. SCALE: 1" = 2' PLOWABLE FILL WITHIN ��ta* GPYyP 4792 MENDENHALL ST. 4792 R.O.W. — 4790 w — 3 4790 DO 4788 0> PR W O IDE INSULATION — — W 4788 O LL'N zm IF D PTH OF COVER IS ww- Fi.iw o LESS THAN 6.5' (TY.) ~o w ~ to + o zo SEE DETAIL SHEET f N p _ D-1. O sa 4786 a w m GA 4786 1� EXISTING 8"D.I.P. Fz aQoa �nwwa =m ~ Q � oo z� i H mm mo wzo W _r _ w 4784 _aw= +�"_ 4784 ROpp ED g.•p.l.P. �3IT PROVIDE SU CATION IF DEPTH IF COVER IS Q +w LESS THA 6.5' (TYP.) Q ` `�� SEE DETAI SHEET w _ �N 4782 E y 4782 z� a IV ` N I, z SDI SD i v r oQ mr. of S S ` SD-NOT IN USE j + w w Q w �rw 11 1D �� ry w WHERE 1 "OF VERTICAL IV SEPARATI N CANNOT BE Q w SS N z tt Z n za OBTAINED PROVIDE i i PR pOS \ rn< <ILUw _o o 4780 EACH SID OF EXISTING '1'p d? "SSS nN n a a n w <w 4780 SAN.SE ER MAIN AND _ < <' U M FULL H UTILITY l ¢ F W TRENCHH O MID-HEIGHT �w OF 8•'W TERE LINE. iiSD 4778 � 4778 O 4776 STA. 0+00 STA. 4+00 INSTALL 40" LF O 8"D.I.P. 4776 RESTRAIN ALL JOINTS 4774 4774 n co co �n e c� co co e c� o m co e c� o c� o m co IN o m r 10 a N o m m n m m a m n W3 rn rn rn rn rn rn rn m m m m m ro ro ro ro ro ro m ro ro ro ro m ro ro ro ro m m m m m m m ro m m w ro � � ro 0+00 0+20 0+40 0460 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 Qb .000liiTq i jiivo. 8ROBER RE C O R D D R AW I N G *'Q' MURRAY 10337PER *_ nAnL�ooc• mummw .11 �BY.ACK REMOVED OLD HYDRANT INSTALLED 8X6 TEE 6" AND ABANDONED E4;EXISTING NT LEAD, HYDRANT MPROVLDHY: R.IM HYDRANT LEAD. (A9' LEFT. (AB) DATE.* 2/7/07 TA.4+39 CONNECTED TO STA. 5+99 CONNECT TO TA. 7 OS TA. 7+46.29 INSTALL STA.3+91 INSTALL 8" EXISTING 2"COPPER EXISTING SERVICE RIGHT INSTAL MJ 8X8 MJ CROSS MJ GATE VALVE. (AB) SERVICE WITH 2"COPPER, GATE E CURB STOP&BOX 22' 1p STA.4+06 CONNECT TO LEFT. (AB) STA.VERTICAL INSTALL 45' >' SERVICE RIGHT MJ VERTICAL BEND STA. 7+51 INSTALL 45' w MJ VERTICAL BEND C STA. 7+73 INSTALL 8X6 DO a+P I MJ REDUCER ZO -or / TA. 7+75 CONNECT TO J / EXISTING MAIN WITH 6"MJ > -------- --------g ----- 1 \ GATE VALVE. w 0. 3 O$ 3+00 4+00 5+00 00 7+00 +75.34 BLA C o SEE SHEET N. BLACK AVE. e SEE SHEET W-7 2 pl W-7 37 4786 41a5 47g4 18j c G p p p G Z -G- G G p G G G G p p Q -- -- --- -- --- ----- 8D 8D ---------- - 3/4• 3/4 A. 7+69 INSTALL 8X6 MJ TEE, MJ VERTICAL BEND 6"D P. HYDRANT LEAD,P. egg aG :7 v Z STA. 7+24 INSTALL 45' T t" CONNECTED TO EXISTING HYDRANT [[[rrr Z, ASSEMBLY, 8' LEFT. (AB) F STA. 7+26 INSTALL 45' MJ VERTICAL BEND w W 1 pi y I i U Scdl : 1"= 20 I I 0 10 20 rp I I i o `n co HCRIZ SCALE: 1 co" = 20' w VERT.. SCALE: 1" = 2' a�t�*I GIPYYPF 4786 4786 TYPE A BAC FILL 4784 4784 4782 _ r 4782 O of a,ro w -u, w- Qdww 6.5' MIN rc�N - O z�' W pFU .,GAS 4780 z m z z w w - 4780 3 i- o J_m o� - z - a tt N- �no1 1 5;9 > �>> �m x ?? R 4778 m W 13 » z J 4778 z. 0 F a< m �1 Ioa zJ H M PROPOSED g• ITz F F U F z z Q D.I.P. WA ER MAIN SD n N__ z 4776 +n n n<F n 4776 w _ ++ 11 F� ox� w — w 4774 1. 4774 is cO � �I + 18' 4772 to 4772 O W z Z � INSTAL CONCRETE GR VITY BLOCK 4770 - 4770 STA. 4+00 STA. 7+75.34 INSTALL 375.34 LF OF 8"D.I.P RESTRAI ALL JOINTS 4768 4768 . n . . n o . L- -� . n N o m m co �n n c� o m �n a n o rn . . . . . . . N . n � . . ui . a . . n n n n N N N N N N N � o 0 0 0 0 0 0 0 o . .. . . mro ro mromro w ro ro ro ro ro ro ro ro ro ro ro ro ro ro m m m co ro m m . . w w w . n 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 74 Q1b \.o\p0\,,,uIII1111IITIINj�ibp. RECORD DRAWING MURRAY J�j*j -''QQ� 10337PE 0- �a..�ioS�NnAnL�000• aswxm: WES Cffln=EY: ASK Z STA. 3+99 INSTALLED 6"CROSS STA. 0+00 REPLACED EXISTING STA.0+45.16 STA. 1+65.6 EXISTING STA. 3+51.5 INSTALL 8X6 MJ TEE APPROVEDHY: RJM CONNECT TO EXISTING STA.0+85.11 INSTALL SX4 WITH 6"MJ GATE VALVES NORTH LEADED CROSS WITH NEW 6" MJ TEE AMD 4"MJ GATE SERVICE LEFT DO NOT 14.5LF 6"D.I.P.AND HYDRANT Z AND SOUTH. REMOVED DATE. 2/7/07 X. SERVICE LEFT. RECONNECT. ASSEMBLY. Z AND OF LEADED PIPE CROSS,ATE A INCREASER SOUTH, VALVE.CONNECT VI INCLUDING THE EXISTING CROSS L� R.�ER N GATE VALVE AND 6%8 MJ EXISTING FIRE SERVICE LEFT. ) REMOVE EXISTING � AND REPLACED WITH fi"D.I.P. j; F FIRE HYDRANT. 8FT LEFT AND 10' RIGHT. (AB) 33" i 4"FIRE 3/4" 3/4�./4.. , zO 777 1+00 2+0 =MAN N. BOZEMAN AVE. 3+0o PIPE DEFLECTED(AD) 0 m y _ va /a 4 cn +00 4 a yL4 Z 6" - 09 of �j Z SIZE 11`QSy]I! � UNKNOWN STA. 0+95.88 CONNECT 36 i � $ TO EXISTING SERVICE RIGHT. STA.2+17.47 STA. 2+86.36 CONNECT LIDS FOR UNDER E%ISTING SERVICE TO EXISTING SERVICE Z ;A ($p GROUND STORAGE RIGHT DO NOT RIGHT AND LEFT. Ixi I v RECONNECT. CO a y 0 p Scale: 1"= 20 {� 0 10 20 w III o co HORIZ. SCALE: 1" = 20' w co VERT. SCALE: 1" = 2' a 0 FL FLO ABLE MEN[ WITHIN ENHALL S E FILL IT -f�ta* GIPyyP�` 4794 4794 MA I ST. PE A BACK FIL R. .W. a 4792 4792 o� o z _ _� 4790 x N z w w o 4790 O Q o iza� o z W J`-^ {^ aw ow _ w 6.5' MIN >w 1w �z x p Q j U _ 4788 o N o � o m 4788 a�o N� zu�w mi GASV oao ow - - -_ I�L0 7-� w - z x moo 4786 a a w a ,o o _ 1tl a 4786o �Tl N +o oW Oz n zo J o0 moo - �< mom + oa m¢ SEE A SHEET�� PRO IDE INSULATION, 4784I OP0 ED 8"D.I.P. q ER MAIN +� THAN 5 TM ) no W GAS 4784 4782 — — — —Q— 4782 O 4780 4780 0 N SSSv II II II II II 1�1 4778 SSA 4778 SD II II Ili STA. 0+00 - STA.3+99 INSTALL 399LF 8"D.I.P. RESTRAIN ALL JOINTS 477INrn6� 4776 W5. . . . . . . . . ro ro m ro m ro ro m m m m ro m m m m o� o� ro � � ro . . . . . 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3400 3+20 3+40 3+60 3+80 4+00 4+20 Qb 1 \\\\oo\ InTq i jiivo..q. RECORD DRAWING � ROBER ;4 10337PE IIIIIIIIIIIIIII\\P\\\\� STA. 7+97.7 CONNECT TO EXISTING MAIN WITH 8X6 MJ I ��� WFS REDUCER AND 6"MJ GATE VALVE. CHECKED BY: ASK STA. 7+80.8 INSTALL' APPROVEDEY: RJM ]� STA. 3+99 CONNECT TO NEW 6" '"� DATE: 2/7/07 r ROS 8X8 MJ CROSS.S WITH 6"MJ GATE VALVE, STA. 4+96.5 CONNECT TO STA.7+38.15 [j I� 6X8 MJ INCREASER.(AB) EXISTING SERVICE LEFT. INSTALL 8"MJ GATE STA. 5+80.5 INSTALL 11k VALVE. �U] MJ HORIZONTAL BEND. Iq STA. 6+25.6 � TO METER PIT CONNECT TO F o + EXISTING SERVICE LEFT. / m 3/4 4 3/4" I I FIBER OPTICS LINE DO L L / �� O — — 0 z 22 3+00 4+00 6+00 7+00 5+00 7+770 PROPOSED WATER MAIN BOZEMAN 8'.D.I.P. g N. BOZEMAN AVE. a sa 59G4 SEE SHEET W-7 'FV 8B . v Z < a 9 9Lb b � —— ——— —_— — — --- --A--_ L — ————————————— ——— /4" 3/4" 3 y• 3/4" £I STA. 6+04.65 INSTALL O C 5TA. 4+61.86 EXISTING STA 5+07.21 STA. 5+46.21 114'MJ HORIZONTAL STA.EXISTING CONNECT STA.71 4+15 CONNECTED SERVICE, DO NOT CONNECT TO EXISTING EXISTING SERVICE, BEND. TO EXISTING SERVICE RECONNECT. SERVICE RIGHT. DO NOT RECONNECT. RIGHT. U1 TO EXISTING SERVICE '."3 RIGHT(AB) w q W I o � Scale: 1"= 20 {� 0 10 20 a I � I HORIZ. SCALE: 1" = 20' a °� FLOWABLE ILL ST WITHIN MENDEN . VERT. S ALLCALE: 1" = 2' R. .W. �`ZI,7 GPyyP 4790 4790 TYPE A BACK FILL 4788 4788 4786 — � � 4786 O 4784 m i o N z F 4784 n�z w x o O T VERTI LLY DEFLECT IPE M TO AC IEVE 6.5'COVEGASH N - - 4782 4782 O U rn z E > �A < +K O Z Q z w - o GAS N c� 3 o N o 4780 „z. IJ w m4780 Q W QJ a W z o "I W PROPOg + o 4778 �55 ATER AIN F 4778 Ci n CD M Ix O 4776 Q 4-77T I I MAIN Z 4774 Z SSS 4774 U SSA v I"I STA. 3+99 - 7+97 INSTALL 399LF 8"D.I.P. SS Iv RESTRAIN ALL JOINTS 4772 rn n co e e n N N � o m N I� co In e N � o w N co In � n N � o w N n co In a n � o � N N � In W6 N1 N1 N1 M I+J M 17 M NJ M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r r r r n n r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r � � � � � � � a a a 3480 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5460 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 Q)b .000 g illTi/v�iivo. DRAWING \8 ROBER RECORD _* HURRAY JR!*_ RECORD 'Q� 10337PE 3ANNDl: WES UC1�6Y: ASK Q APPRDVBDBy: RJM 5TA.0+20.23=STA. 7+80.8 Z DATE: 2/7/07 m BOZEMAN INSTALL 8X8 MJ CROSS. Q STA.0+57 CONNECT TO EXISTING 6"WATER MAIN WITH 8"MJ GATE VALVE AND 8X6 REDUCER. STA.0+52.34 CONNECT TO LB" NNECT TO EXISTING a+ STA. 0-11 CONNECTED 6X8 MJ INCREASER 0 EXISTING 6"WATER MAIN TO EXISTING 6"WATER w AMTE VALVE. REMOVE MAIN(REMOVED OLD WITH 8"GATE VALVE AND a 8X6 MJ REDUCER. REMOVE . m F HYDRANT LEAD)WITH EXISTING VALVE \ 6"X8"INCREASER. DO 0+00 O+O00 oat> —— z z 0+5 0 77 w w rn o 3 a I' w 6" 9' 0 0+00~ £B[4 0+57 MENDENHALL LA MME _ — 0 0 e 5TA. 0+00 CONNECT TO EXISTING STA. + NECT TO EXISTING LAMME STA. 0-05 INSTALLE 6"MAIN WITH 6X8 MJ INCREASER 6"WA ER MAIN WI B"MJ GATE a 8"MJ GATE VALVE. AMD 8"MJ GATE VALVE. REMOVE G EXISTING VALVE J G-VALV N�8*642EDUCER. � a c o — L STA.0+27 INSTALL B" / STA. ILL 8" 7. ' MJ VERTICAL BEND. STA. J+VER INSTALL 8" 9 / 5TA. 0+48 INSTALL 8"45' 45° MJ VERTICAL BEND \ MJ VERTICAL BEND STA. 0+06 INSTALL 8" I I STA. 0+45.25 INSTALL 8" 45 MJ VERTICAL BEND 45° MJ VERTICAL BEND STA.0+30 INSTALL 8' STA. 0+67 INSTALL 8" MJ VERTICAL BEND. MJ VERTICAL BEND. x I I I I STA. 0+11.24=STA. 3+67.45 N. BLACK INSTALL SX8 MJ CROSS c NTABLACK3INSTALLTSXB MJ CROSS. v 0 �gg INTERSECTION OF MENDENHALL&BLACK INTERSECTION OF LANDVIL&BLACK INTERSECTION OF LAMME&BOZEMAN sale. 1"= 20 0 10 20 40 HORIZ. SCALE: 1" = 20 HORIZ. SCALE: 1" = 20' HORIZ. SCALE: 1" = 20' VERT. SCALE: 1" = 2 VERT. SCALE: 1" = 2' VERT. SCALE: 1° = 2' o it 4792 4786 4788 a�t�* GIPYYPF 4790 4784 4786 FLO ABLE BACK FILLTYPE A BACK FILL PE A BACK FI L 4788 4782 4784 1O a 4786 � � � 4780 — — 4782 w — / N JJ c�ww6 - P - z `�ww �< n oFz wE� > �u O +� of-w s n� omc+ w m� N� woB"axwtt J mx cn Vc5 NNII ro<N wOUO�=F�QUwX 0 4784 4778 4780F za aQm GAS w wzpZ Q GAS O > 3j I + O SD" O +w PROVIDE INSULATION 1 11 3 J oz`�z o W 4782 F a w IF DEPTH OF COVER IS 4776 _ F_ ; 4778 - ^ [[[RRRVVV711 LESS THAN 6.5' (NP.) w w N r - w o w¢ N 3— SEE DETAIL SHEET m r z m DV m E ISITING "gl. EXISITING 6"C.I. EXISITING 6"C.I. EXISITING 6"C.I. EXISITING 6"C.I. 4780 4774 4776 PROPOSED 8'D.I.P. EXISITING 6"C.I. O 4778 4772� 4774 O ROPOSED 8"DI.P. 477 n II II II u IN TALL CONCRETE4770 IN TALL CONCRET 4772 SS 6 (SEE DETAIL SHEET D-1) (SEE DETAIL SHEET 0-1) STA.0 00 - STA 0+5.34 STA.0+00 STA 0+77 STA.0+00-STA +57 INSTAL 52.34 LF 8" .I.P. INSTALL 77 F 8"D.I.P. INS ALL 57 LF 8" .I.P. RES RAIN ALL JOINT RESTRAIN LL JOINTS RE TRAIN ALL JOINTS of of �� V) V) V) O O O O O O O O O N N N M N N N N N N N N N OJ a0 of of W DJ J OJ J of of of of of of of N r r r r r r r r r r r r r r r r r r r r r r r 0+00 0+00 0+20 0+40 0-H 0+20 0+40 0+60 0+00 0+20 0+40 as oco M....NTA,Nq Sao. RECORD D LL 1 1 ♦ W V Ial �° � /'Q;4 10337PE �o,��oS�NnIAinL�o.,o• $ U1 3ANNDT. WFS CI�BY: AK C/1 REMOVE HYDRANT APPROVEDBY: RJM I� CUT,CAP,&THRUST DATE: 1/29/07 BLOCK 4"MAIN 10' to STA. 2+07 CONNECT TO $TA.3+45.73 POSSIBLE LIVE EAST OF HYDRANT. '� MICESTUB, DO NOT RE-CONNECT. STA.3+76 POSSIBLE LIVE CI F STUB,DO NOT RE-CONNECT.66L6 ---_— OD .66L6 'A'1+00 PROPOSED 8" D.I.P.WATER T O2+0 4+00 + G G G G G SbLb 0+ 0 ___ INSTALL CONCRETE 10 "' _ ___ THRUST BLOCKS 96 ^ 96L6 3/4 TA.2+92 POSSIBLE LIVE STUB, 0 2"DID NOT RECONNE T DO NOT RE-CONNECT. S STA.4+36 INSTALL 8X6 MJ TEE, STA. 2+80 ABANDONED SEWER SERVICE. HYDRANT ASSEMBLY,6"LEAD PIPE, STA. 1+04 POSSIBLE LIVE STUB, 9' RIGHT. p DO NOT RE-CONNECT. STA. 2+75 ABANDONED SEWER SERVICE. STA. 1+82 POSSIBLE LIVE STUB, STA. 2+41 CONNECT TO TA. 3+59 POSSIBLE LIVE 9 rp STA.0+22 INSTALL DO NOT RE-CONNECT. EXISTING SERVICE RIGHT. STUB. DO NOT RE-CONNECT. :r-71 g 22 8"MJ BEND. TA. 0+74 CONNECT TO EXISTING SERVICE RIGHT. O q® STA.0+00 CONNECT TO STA. 0+62 INSTALL fi w I EXISTING MAIN WITH TAPPING 22 8"MJ BEND. TEE,8"TAPPING VALVE. pi I I Scale. 1'•= 20 @ 0 10 20 40 co c� HCRIZ. SCALE: 1" = 20' a c VERT. SCALE: 1" = 2' it „��ta*,GIPYYPF 4800 4800 TYPE A BACI FILL 4798 4798 W zV 4796 4796 O to � 4794 \ 4794 + 0 o F r o o o _ L S ¢ „GAS m Y 4792 w �ii m - J 4792 a �V ili s' Sou s' x uwi m o m a J 6.5'MIN w J ✓: w w a �y I SD6 W = OF w 2W Vf NU � V yry m F 0 m F ^O O O Z Z Q J oz m "GAS oz coz 4790 iw oz no �w - N. "'o n n� �m 4790 rT, oZ o o U +I t MAINTAIN 6"MIN Fo �'j '� ¢ Fo �a o Q f SEPARATION ROM S s F w N NZ F W r SEWER SERV[ROM zS5 4788 N 3 a 4788 SSs sss ROPOSED 8"[.I.P.WATER MAR II SSS O F+i 4786 4786 0 N 4784 4784 STA.0+00 STA.4+40 IN TALL 440 LF 0 8"D.I.P. RESTRAIN AL JOINTS 4782- 4782 0 0 � � 0 O O rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn n h n n h h h h h h h h h h n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n v W8 'T 0+00 0+20 0+40 04 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 Qb inTq 8 *\RECROBE RT J\ F HURRAY JR ORD DRAWING A10337PE 'o..iioS�NnAnL�000 g 3ANNDl: WFS U REMOVED CROSS THAT CHECKED BY: AK WAS CAPPE SIDE(A.B.).D ON AST AppROVEDBy.. RJM U DATE: 1/29/07 STA. 8+80 BEGIN VERTICAL PIPE DEFLECTION TO TRANSITION TO W EXISTING 8"MAIN ELEVATION. EXISTING SERVICE, No Q w STA. 5+82.90 CONNECT TO RE-CONNECTION J EXISTING SERVICE LEFT. STA. 6 CONNECT TO \ j 3/4" 3/4.� EXISTINGG SERVICE LEFT. 1 \\\ STA. 8+13.76 CONNECT TO SIZE UNKNOWN EXISTING SERVICE LEFT I o m -------------- — ------ W' s6lb W w w W W S6L0 22 O 6+00 7+00 W W W 4 W W a 3 PROPOSED 8"D.I.P.WATERMAIN 8+00 9+00 %9+ O .12 w o G + o G a G c —o-- 18.5' G G G G TT G �G G G � � K SbL9 E. BABCOCK 96> o ——— ---------- z - i STA. 4+41 8"MJ GATE I STA. 5+15 INSTALLS" 3/4 STA. 6+72.64 CONNECT TO \� y VALVE W/VALVE BOX MJ GATE VALVE EXISTING SERVICE RIGHT y STA. 5+06 INSTALL 8"MJ TEE(STA. 4+43.5 CHURCH AVE.) STA.4+55.5 45'8" STA. 7+27.91 CONNECT TO EXISTING STA. 9+25.12 CONNECTED TO EXISTING STA. 4+91 90' 8"MAIN WITH 8"MJ GATE VALVE,8"MJ �Q MJ VERTICAL BEND SERVICE RIGHT l� 8"MJ BEND (STA. 4+28.91 CHURCH AVE.) TEE, 14LF 8"D.I.P. LEFT AND 3 LF 8" (}p D.I.P. RIGHT(A.B.) O `� STA. 4+59 45'8" $ STA. 4+85 8"MJ STA. 7+26.03 CONNECT TO �y MJ VERTICAL BEND I VERTICAL BEND (4+22.91 CHURCH AVE.) i STA. 4+81.5 45'8" EXISTING SERVICE LEFT W W I O [a� STA.4+61 8" I $ MJ VERTICAL BEND(STA.4+19 CHURCH AVE.) MJ TEE(STA.3+98.91 $ CHURCH AVE.) Un Scale 1"= 20 0 10 20 40 P III;. W I�; o HORIZ. SCALE: 1" = 20' a °� VERT. SCALE: 1" = 2' a�t�*I GIPYYPF 4800 4800 00 4798 3 4798 W ZN 4796 IaJ 4796 N N 4794 o w 4794 1 0 z w = w w w w w a o + W i A Lx o 0 o o o 6.5'MIN Z 4792 J W w F m s V G V T z 4792 z w w w z z w w _ w z z z x U ii - u o 0 0 0 0 -w Q ED ED w o N Vl m rnw �w _ _ �w 4790 - ro P ? = rcmo /F O F F nF F T`yTR rwc-i �wu Xr>VI N>vi m5I az8w w �w / CONCRETE THRUST BLOCK [[[WWWQRVVVI / �1 SDI> 4788 w OPOSED 8"C I.P.WATERMAIN 4788 a v P OVIDE INSULATI N m SS vI IF DEPTH OF COV R r' IS LES THAN 6.5' (TY.) U SEE DETAIL SHEET D 1 O 4786 + 4786 18"MIN N t� W 4784 4784 STA. 4+40 9+25.12 INST L 485 LF OF "D.I.P. RESTRAIN ALL JOINTS 47 4782 O O O O> O N O) N O> O> O> m O) O) O> O O O O O N N N M III III I( I( l0 (D (0 h h l0 l0 l0 10 L( L( Lq L( IfI IfI IfI � N N � � � � � � � � � 1n 1n 1n 1n 1n u� u� In 1n 1n 1n 1n 1n N N N 1n 1n 1n 1n 1n 1n 1n 1n N N N N N N N 1n N N N If1 IfJ rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn 4+20 4+40 4+60 4480 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 Qb I °pNTq'N�m RECORD DRAWING \\\\\'` g � ROBER ;//= =* MURRAY JR,';*_ Scale 1"= 20 =�4 10337PE o 10 zo 40 �%\'J` �T 5P `E �o/i�iSNnIAinLoo�o\ I a g Z 3A�1NDl: WES STA.OCT TO INSTALL S MJ TEE € CONNECT TO EX.8"MAIN RIGHT. I C1ECKM BY. AN APPROVEDBY. RJM STA.REMOVE E CONNECT TO EXIS Ja MAIN. STA.LL 1 INSTALL L T, TEE £ DATE: 1/29/07 REMOVE EXISTING VALVE, INST� INSTALL 18LF 8"DIP LEFT, NEW MJ � NEW 6"MJ GATE VALVE AND` 8"GATE VALVE AND 8 X 10 MJ STA. 1+84 CONNECT TO STA. 2+58.77 CONNECT TO $ MJ 6 X 8 INCREASER. Ili INCREASER TO CONNECT TO EX MAIN. EXISTING SERVICE RIGHT. EXISTING SERVICE LEFT,REPLACING os o F CONNNECT TO EX. HYDRANT LEAD. STA. 1+51.34 CONNECT TO LEAD PIPE FROM MAIN TO CURB 4 STA. 1+95.21 CONNECT TO EXISTING SERVICE LEFT. BOX. EXISTING SERVICE LEFT, STA. 2+75 CONNECT TO STA. 3+08 CONNECT TO w STA. INSTALL 8" REPLACING LEAD PIPE FROM EXISTING SERVICE LEFT. EXISTING SERVICE RIGHT. o MJ GATE VALVE. MAIN TO CURB BOX. STA. 3+83 INSTALL � 3 4" 3/4"CU 3 •• 3/4" 8"MJ GATE VALVE 1111 F O o o + 18' / o --- ----- — I --- .QQ ----- no — — F W 3 �$SEEJ/EE/E/DDETT(AIL o CIIVI\VH1 gq - Mp — -- ❑ O / ffi 9B £ M CH U CH AVE S. CHURCH AVE. b _°° s 96J4 9 — —— 5+00 6+0 � z 6L x — -------- —— : CHUB C-I — — — — L6Ltl 3 4 3/4" / :1 STA.3+90 INSTALL 45' a t= ( 3/4" y' MJ 8"VERTICAL BEND. � STA 5+66.07 STA.2+03.27 CONNECT TO STA 2+56.67 CONNECT TO � ABANDONED EXISTING 36' EXISTING SERVICE RIGHT, EXISTING SERVICE RIGHT. STA. 4+80 INSTALL HYDRANT SERVICE LEFT. O PLUGGED AND REPLACING EXISTING GALV. STA. 3+93.91 INSTALL ASSEMBLY WITH 6"LEAD PIPE TO METER PIT ABANDONED PIPE AS SHOWN TO A 45'MJ 8"VERTICAL BEND. 8 FT. RIGHT. EAST CONNECTION POINT 3.5• STA. 5+43.35 CONNECT ►+y .i W SOUTH OF HOUSE AND 3.0' STA. 3+98.91 = STA. 4+6 x STA.4+75 INSTALL 8" TO EXISTING SERVICE RIGHT. W P, WEST IF GARAGE. BABCOCK ST. INSTALL 8%8 ST GATE VALVE. O MJ TEE y STA. J BEND INSTALL 11' � 11}' MJ BEND. _ �4 STA. 4+19=STA.4+81.5 STA. 4+43.5=STA. 5+06 BABCOCK ST. INSTALL 45' BABCOCK ST. INSTALL MJ 8"TEE. e MJ 8"VERTICAL BEND. STA. 1=STA. py BABCOCKCK ST ST.INSTALLL 45- 85 Fr�}YII RRR®®®iii MJ 8"VERTICAL BEND. I STA.4+28.91=STA. 4+91 BABCOCK ST. INSTALL 90' MJ 8"BEND. # y 0 00 O M HORIZ. SCALE: 1" = 20 co VERT. SCALE: 1" = 2' it a�ta#I GIPYYQ•C 4800 480C TYPE A BACKFII L 4798 3 4798 W zV7 479E ✓ — — — — — w 479ELd O C In 00 +" O w w TEL �z f O z u1 4794 >> w o_ o o o _ 4794 >uwi z m� 3 o �� m m z w� II i� �o z m wW o� wW c>x z O oUx�U SD m SD a� �w J zJ z� zJ z� ow of zw z� owmwm m a ow w ow ow � o> > wpm w z_LL o0 m aUU cJ U_U nU > > O� �w mUm Um m ow;p" o n� x PR IDE INSULATION �� �� it tOm m m "' a laJ 4792 z,p o+a IF EPTH OF COVE y a m vi u� rim w w z ;� +m+z J J 4792 r7, o+ IS LESS HAN 6.5'(TYP. +o +co +c> +c> Nz nz nz F= rw n pz > > w �� F 1_444 z vID F SEE D AIL SHEEF D- - - - - z> a s a _ i s o o = wx �Iz <� w z'w o rc m ro m z z o o 479C w rTl 47 _ _ — — — — — �� Mw w w �F�F�F �U o J�_ �> n> PROPOSE 8"D.I.P. WATE MAIN m dm + +w� non min n? mZ V WHER 18"OF VERTI AL 1� 4788 sss� w sou - X 4788 K OBTAIIE ED, PROVIDE SSSv FLOW LE FILL, MIN. MAI TAIN 6"MIN. PARATION FRO SSS II z PROPOSE g'•p P WAT EACH SIDE OF EXISTINGSSS i�i SE ER SERVICES. INSTALL RIDGID rn R MAIN SAN. EWER MAIN AN SS SS FULL IDTH OF UTILI INS LATION IF WAT R MAIN COVER S m`^i�i O TRENCH TO MID-HEIG T LE THAN 6.5". no 4786 OF 8"WATERE LINE. m 4786 N 555 4784 4784 H() IZONTAL PIPE 1EFLECTION STA. +00-STA. 3+9 1.5 INSTALL 39E 5 LF 8"D.I.P. 111. 4+43.5-S A. 5+80 n RESTR MIN ALL JOINTS. IN TALL 136.5 LF 8"DIP 7 4782 782 OJ [D M N 7 7 N O O> OJ I� V) V) V) V) u� u� N N N M N N N N N M M N O O� O� O� O N O� UJ O h u� M N 7 O� UJ w1o O> O� ca m m Cam m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m T m m m m 01 m T m m r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r n r r r r r r r r r r r r r r r n r r r r r r n r r 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6400 Q]b RE MURRAROBERR t/O� DRAWING 1 1* �o,��oS�NnIAinL�000• 3ANNDT. WFS CONNECT TO EXISTING 10"MAIN CIECZMEY. AK TO WEST WITH 8" APPROVPDBY: RJM ABANDON SOUTH CONNECTION VALVE AND SX1O TO EXISTING 6"MAIN INCREASER DATE. 1/29/07 4"FIRE SERVICE AT CROSS(CAP&THRUST BLOCK) NOT IN USE CONNECT TO EXISTING HYDRANT LEAD WITH Z 8X6 TEE AND 6" VALVE. 6Jtl C J PROPOSED 8" m / ( O D.I.P.WATERMAIN O O 6'W < EXISTING 8"MAIN Z TO BE BANDONED \ STA.0+41.5 INSTALLED 8"TEE; THRUST BLOCK ND o 6+0 7+0 PROP D 8+00 8+1�F.12 3 CONNECT TO EXISTING 8"MAIN, S CHURCH P WATER MAIN i INSTALL CONC v i THRU K - M N RIGHT. M t6L6 _ �bL° _ CHURCH ----_-- _-- EXISTING MAIN r' - ----- \ / DO NOT RECONNECT 40 3/4" \ � 160 6�n 11 � - - - - e STA. 6 CONNECT TO ; O EXISTINGG S SERVICE RIGHT. STA. 2 CONNECT TO EXISTING `96+ A MAIN WITH TAPPING TEE AND 6"T 3 �X STA. 6+80.28 INSTALL 8X4 6' TAPPING VALVE,8X6 MJ INCREASER W MJ TEE, 4"MJ GATE VALVE, AND THRUST BLOCK. 20 LF OF 4' DIP.CONNECT W TO EXISTING FIRE SERVICE WATER VALVE LEFT. (REMOVE EXISTING " '$ I. TE VA 1 INSTALL 8"X4"MJ TEE, 4" VALVE) NSTALLED PRIOR STA TO CONSTRUCTION J GATE VALVE, 21 LF OF 4"DIP. STA. 6+77.65 CONNECT BY CITY. TO EXISTING FIRE SERVICE TO EXISTING SERVICE LEFT. e LEFT. (REMOVE EXISTING VALVE) N S-I.: 1"= 20 0 10 20 40 f I g� g z� I ` dNb e HORiz. SCALE: 1" = 20' DETAIL OF OLIVE / CHURCH INTERSECTION FROM SHEET W-10 CQ c VERT. SCALE: 1" = 2' SCALE 1"=10' o ��ra*I GIMYYPF 4800 NO -SHRINK 4800 TYPE A IJACKFILL BkCKFILL WITHIN MAIN STREET R.O.W. _O 4798 3 4798 W Z 4796 Lu W 4796 O N c;00 rl +to 4794 4794 1� _ _ 0 FSy W Z 1 4792 4792 �T� � �T 47 m�w� mow J N 4790 - o i Q,, d w ._m - =JXw �W �=4788 -¢w - PROVIDE INSULATION II m 4788 > w m w N w IF DEPTH OF COVER SO o a +w w m o+ n IS LESS THAN 6.5' (TYP.) J �"' �w ���� +� SEE DETAIL SHEET D-1 _ ��ow .iw m� > J o f �z m m 0 4786 — — a 4786 0 PRO OSED 8"DIP W TER MAIN o N SS V �i INSTALL CONCRETE THRUST BLOCK 4784 S5S 4784 STA. 5+80-STA. 8+14.1 INSTALL 235 F 8"DIP RESTRAIN A L JOINTS 4782 4782 d N m W h (O M N O m N r (O LQ N N N N N N M M M N N N N N N N N N njwi 1 r r r r r r r r n r r r r r r r r r n r r r r r r r r 5+60 5+80 6+00 6+20 6440 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 Qb °pNTAN"" s ` � ROBER ;//= RECORD DRAWING I =*! MURRAY JR!*_ ��� 10337PE ��\ ,n fS�rtST I I MAWNW.. WFS CBEcKM BY. AK APPROVBDBY: RJM DATE: 1/29/07 3 Q 3 � F C \ O STA.4 CONNECT V v N WITH 6o MJ E V EXISTING GA ALIVE AMD DO 8X6 REDCUCER WITH Z r en THRUST RESTRAINT. O > F z_ I - I pT T a T T / r ----T- T r . oxr p I ----¢_- _ r� ox m o --G--- G—p — O G p p p O 0 0 1+00 CYPRESS Z f I z+ a 3+00 PROPOSED 8"D.I.P.WATERM IN g _ INSTALL CONCRETE $ 19, ----- ____ STA. 4+30 INSTALL 8X8 MJ THRUST BLOCK ___ ° - - ----- ____ - TEE WITH THRUST - j --------____ THRUST BLOCK SOUTH. ------- - ------- RESTRAINT, PLUG AND STA. 0-$3�C NNE�CT TO - - EXISTING 6"MAIN ITH TAPPING TEE MD LVE AND STA. 1+07 INSTALL R.O.W. I 6X8 MJ IN" SER. (MAIN 8X6 1TEE WITH O LOCATED 2' RTHE NORTH) I ° THRUST RESTRAINT, 11 LF 6"LEAD PIPE, HYDRANT ASSEMBLY p� WITH THRUST RESTRAINT. O g A I I a Un I Scale: 1- 20 0 10 20 40 �. III IIco , .po HCRIZ. SCALE: 1" = 20' _ — G° 00 VERT. SCALE: 1" = 2' a o II / / a�ta�I GIPYYQC 4814 WITH IN MAIN ST. 4a14 R. .W. / / 3x Fez / Q 4812 2/ ¢� 4812 a / z _1 z=w �3 4810 >3� 4810 O Q#� / R 4808 / / / g / / 4806 a o 4806 4804 6.5' MIN 4804 oo Q f� `GAS'wQ WHERE 1 "OF VERTICAL <w o w w OBTAINED SEPARATION CANNOT BE _ �n OBTAINEINE PROVIDE FLOWABL FILL, MIN.3' ++zQ 4802 w SAN.SE ER MAIN AND W jE MP FULL WI H OF UTILIN ¢i w P 4802 Z TRENCH 0 MID-HEIGHT 0 o OF 8"W TER LINE. PROPO z� 4800 N V1 - "SD 4800 EXISTING MAIN FOUND STA.0-02 4798 STA.0+00 STA.4+94.79 INSTALL 495 LF OF 8"D.I.P. 4798 i ISS ��u 4796- VSD 4796 L6 m N N N N N d h O N N W O M m m t-m cp m O M W c0 m c0 m r W O N c0 N O N N [D [D [D V) V) V) V) r r r r W W W W m Q1Lo N N N N r7 M M M ; IW12 OOOOOOOOOOOOOOOOOOO O 7 7 7 � � � nGJ of W N N N W d) ro of W d) ro of W d) N d a a a a a a 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 Qb "pN TANq VALVE VALVE � d 1 ROBERT J ; CASING CHOCKS-3 EACH PER _*i MURRAY JR.*_ PIPE SECTION(TYP.)SHALL BED 10337PE f� POWER SEAL MODEL 4810,CENTER I ARRIER PIPE RESTRAINED OR APPROVED EQUAL.CASIN '1'ETS ` / NOTE: COAT RODS WITH CHOCKS rriilAillmir"`° "KOPPERS"BITUMASTIC NO.5 1-1/8"REBAR ANCHOR COATING OR EQUAL. 3AWNDl:WFS 1 1/8' REBAR ANCHOR CHECK®BY: ASK •, APPRovEDBY: RA CASEMENT PIPE.-/ DATE 2/25/2007 IIII ll �l ll SECTION A —II III III II 0 SECTION B BELL END OF PIPE. I = i II- NOTES: - F o 2, RESTRAINED JOINT PIPE. as ad OPTIONAL REBAR III °' . III-I L p m _ ANCHOR TO 45' III 1.8'D.I.P.CARRIER PIPE PLACED INSIDE THE CASEMENT PIPE SHALL BE II III 2 ° ll BEND IF BEND IS II = WITHIN 5'OF eoNc�rB —III- OD III— VALVE — ANCHORSIII— 2.CENTER RESTRAINED CASING CHOCKS INSTALL 3 PER PIPE LENGTH-MIDPOINT Z ll.l e 2 ll1= III =III= AND MAXIMUM OF 2'FROM EACH SIDE OF THE JOINT. O I I , III I I 11 i= � ll II II ° I III= 1Tf I-III- ➢i g F z 5 1/2 �� Jll_ III III milli- 1J1 x a 4 III- 5 n$' III _�- CASEMENT LIMITS e —II III—II c lll ll= 4 —III- o II II III—II III II� a 1�=11 = I—I I- -ll BOZEMAN CREEK 1I- �II II IIHI III-11 =Tj " M 44}QO°CONCRETE LI II II J11 � III °NL-4,QQ0 CONCRETE II ° I_III_ T T I I ll �n= I=III- -II D 6"CASEMENT PIPE WRAP-AROUND END SEAL =III III III If,I=III If,I III=11I III III III-11I III = —III ^� 11 Tl Till III„III..III III IIinI...11l in IIinII III III III II = — — — — — — Ll—ll vnTH LONGITUDINAL SEALANT 9�9� 111I 1 =.IIII IIIII IIIII IIIII IIIIIIIIIII III 8"D.I.P.CARRIER PIPE AND SECURE HE CASING 0 ;A 1/Z ————— AND CARRIER PIPE ND `.! ------------------ STAINLESS STEEL BANDS. p� GRAVITY BLOCK DETAIL — SIDE VIEW GRAVITY BLOCK DETAIL — END VIEW O A P. NTS NTS NOTES: yb� STEEL CASEMENT PIPE ASTM A53 GRADE SEE PLAN AND PROFILE SHEETS -M MIM. YIELD STR.=35000 PSI MIN.WALL FOR BORE AND JACK LIMITS (p" THICKNESS=0.375" _ g PROVIDE TEMPORARY PATCH RECORD DRAWING WIT"FLOWABLE FILL ROAD BORING AND JACKING—TYPICAL CROSS SECTION BORE AND JACK DETAIL NTS CZ b�6 SAND AS REQUIRED TEMPORARY WATERLINE Q. co O M ASPHALT TRENCH RESTORATION ZONE RECORD DRAWINGco EXISTING ASPHALT II 2 SURFACE&BASE 't I I VP�~ COURSE TO REMAIN PLANT MIX ASPHALT CUT THROUGH EXISTING PAVEMENT �I,7 ON SURFACE COURSE PAVEMENT TO PROVIDE A MINIMUM DEPTH OF 6"OF COVER O O O O O O O O OVER TEMPORARY WATER LINE. Kili" OOOOOBASE MINUS CRUSHED ASPHALT ONLY III III AGGREGATE BASE COURSE (BOTH SIDES) = UPON COMPLETION OF WORK,REMOVE TEMPORARY LINE AND RESTORE PAVEMENT CUT WITH ASPHALT PLANT MIX TO MATCH EXISTING PAVEMENT THICKNESS,ON TOP OF 4'WIDTH MINIMUM VAR BLE - 6"MINIMUM OR 12"MAXIMUM FLOWABLE FILL BACKFILL. PROVIDE 2"OF TO UNDISTBUSED AGREGATE SAND BEDDING = BASE COURSE ABOVE AN BELOW WATER PIPE INSULATION BOARD. - zPIPE BEDDING TEMPORARY WATERLINE BELOW GRADE STREET CROSSING DETAIL HIGH DIENSTY msuunoN BOARD 0 NITS -III ~ (STYROFOAM BRAND HIGH LOAD 100 OR APPROVED EQUAL). l.y III-III-III=III=III=III=II 44 PROVIDE 2'THICK INSULATION BOARD IF DEPTH OF COVER IS 6.5' TO 5',AND 4"THICK INSULATION BOARD IF DEPTH OF COVER IS O 1. WHEN THE EDGE OF ASPHALT CUT-BACK IS LESS THAN 3 FEET FROM THE z LESS THAN 6'. GUTTER OR CURB,THE ASPHALT SHALL BE REMOVED TO THE GUTTER OR CURB AND RESTORED. EPARATE MEASUREMENT AND PAYMENT SHALL BE DONE FOR THIS ADDITIONAL SURFACE RESTORATION,THE COST OF SUCH WORK WRAP CONNECTION IN SHALL BE INCLUDED IN BID ITEM 130,ASPHALT SURFACE RESTORATION. METAL FLASHING ih®sl7yl`,1 Cam", 2. ASPHALT AND CRUSHED AGGREGATE BASE COURSE SHALL BE AS FOLLOWS FOR ALL STREETS EXCEPT FOR MAIN ST AND MENDENHALL ST. 6 IN MIN. F-0 ASPHALT THICKNESS BASE COURSE THICKNESS 3"MINUS PIT RUN TYPE"B"-4"(2 LIFTS) 6"BASE 9" 3. PAVEMENT RESTORATION FOR MAIN ST.AND MENDENHALL ST. SHALL WATERLINE CONSIST OF 4"TYPE B ASPHALT ON FLOWABLE FILL TRENCH BACKFILL A� A. FLOWABLE FILL SHALL BE POURED TO WITHIN FOUR(4)INCHES 8 OF ASPHALT SURFACING AND ALLOWED TO SET FOR A MINIMUM OF N THREE(3) HOURS PRIOR TO PLACING ASPHALT SURFACING. B IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL BE POURED TO THE TOP OF THE ASPHALT SURFACING,AND A MINIMUM OF THREE(3) HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO PLACING THE ASPHALT SURFACING,4"OF SLURRY MIX SHALL BE REMOVED,AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM PIPE INSULATION DETAIL OF ONE(1)FOOT BEYOND THE TRENCH LINE. NTS C. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE PERMANENT ASPHALT PATCH. EXISTING 39" CLAY BRICK D. A MINIMUM OF FOUR(4) INCHES OF HOT ASPHALT(2 LIFTS) PIPE NEW 36"CMP SHALL BE USED FOR THE PERMANENT ASPHALT PATCH. COLD MIX ASPHALT MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE. EXISTING MANHOLE � K DETAIL — ASPHALT STREET SURFACE RESTORATION STORM SEWER CONNECTION NITS NTS Dl_ as nnmmnniu�rr RECORD DRAWING 11ROBERT *i MURRAY JR.i*_ 10337PE I� rannmllllnnnom 3 anwBan WFS E SHORT ST e$2 ® $E_ ti ADDj U\ � ��:rn R� � u ia_In 4-Inch 61 & neeaoveosy: RJM I" Legend n nnxs z/zoos -— -- FMLEY__ST nI.@ f. ♦ Fire Hydrants � — r '9 SYstem Valves F � � o Roads C E VILLARD ST Parcels Zo z C o Parks o a ' - — OAYIfiT CITY Limits w �. � ❑ '! DAVIS ST Hydrant Lateral Lines YC control Valves D 3 eF (Y rYPe1 .A r Gap 7LL cn t.0.f c 0-I •Inch 110.I 10i ch - _—�181nrn 9 BackGow E BEALL ST ------------- -- rfi Double Check nn1 (7N �' _._ B RPZ Jn 6-inc �] _ �eueRP•ENOVA7'lor:; ZAH KSI tit _ E LA1111E ST H Reduced Pressure k� B Inch ------------ 1 IG Unknown Gravay Mains(by marerial) W w w ilo L o S f�Cast Iron c IS ° _ rO < w Ductile Iron H m 1 1 I z Y Y PVC JIIdi 6 In 6-inc 8 filch ° l7] 6. .i rh nc - E51Eti'DENHALL ST E MEi\'DENHALL 8I . i�r•+r--•111 -- - ----------- 'r+ 5 T ~ G � 1 �P III'• ��� I 3 11 li_ 4 Inch Y b ♦ �I,7 GAY inch Inc 6_inch-6.inch G Inoh t6 Incb 6 inch 61nch 6 inch 61nU 0 inchh ingt 6=mc nc c 'a E MAIN ST -- - KIIAMET t+: c - wT '~ 41n I -,F g aat z - ,inc ° OJ ch .1 Jnc B.inch - - _ E BABCOCK ST - 61nch E-BABCOCK-ST $E 1 ray Y- A T ;6 [HEM a 1.0_rnch nc 70-inch &in 7—�, Ancl r m n —10 6 Inch--_- 0 nGl B i E OLIVE ST W OLIVE 9T------- - E OLIVE ST UN r j S MDI ON "eh E CURTISS ST lJneh -E CRRTLRS ST n 6.IIKI1 47 B�CH sT = v D2 as