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HomeMy WebLinkAbout1994 Water Repair & Renovation i CITY OF BOZEMAN 1994 BOZEMAN WATER REPAIR & RENOVATION PROGRAM prepared for: PROJECT NO. 4M229.128 CITY OF BOZEMAN P.O. BOX 640 BOZEMAN, MONTANA 59771 prepared by: INDEX OF SHEETS �7 MSE-HKM, Inc. 20 E. Olive Street P.O. Box 1090 1 COVER HIGH Bozeman, MT 59771-1090 (406) 586-8834 2 PROJECT SITES �~ ENGINEERING FAX (406) 586-1730 3 LYMAN CREEK SUPPLY MAIN * * JOB N0. 4M229.128 APRIL 1996 4 COTTONWOOD STREET 5 CHURCH AND IDA AVENUES == 6 THE OLD PEA CANNERY17 — P.O. Box 1090 Home Office: P.O. Box 31318 �� 1883 �� 20 E. Olive Street • 2727 Central Avenue 7 FOURTH AVENUE 4 Bozeman, Montana 59771 • Billings, Montana 59107 8 LINCOLN R.O.W. SIN Co. � 9 DETAILS -11-sLl1NTON 0.`' =A uTLE _0 10766 PE __yLWON Q UJLE_V7B6 PE Project MaNger ��Nunli d AM-#- lI Associates RECORD DRAWING MAY 1N7 APRIL 1996 [Sheet No. DATE __f 9 SHT1,DWO APRIL 1996 Copyright O 1996 MSE—HKM INC., All Rights Reserved. � II— g e � � � 3 v W � Post Office III Elementary School i High School • + Hospital o e U ® Court House v 1994 BOZEMAN WATER REPAIR & RENOVATION PROGRAM y d U v � PROJECT DESCRIPTION & LOCATIONS • _ N u, l MAP PLAN Z `o ti4 ITEM LOCATION SuccjS �' SCHEDULE I - LYMAN CREEK/STOCKYARDS 1 3 SCHEDULE II - COTTONWOOD h IDA 2 4&5 a 3 1/2 1/4 0 1/2 1 Was SCHEDULE III - COTTONWOOD &CHURCH 3 4h5 • - e ! SCHEDULE IV- OLDPEA CANNERY 4 6 l d N SCHEDULE V- FOURTH AND UNCOlN R.O.W. 5 7&B Brid er Dr. GARFIEt.D k FOURTH INTERCONNECTION 6 8 0 • Griffin Dr. LEGEM 10 �J O ...>. 4 < —s— EXISTING WATER LINE � SEWER LINE CL \ \ r —0— STORM DRAINLINE GAS ' W TELEPHONE LINE a J CABLE TV LINE PROPERTY LINE • a -——- EDGE OF PAVEMENT -O—O- FENCE 2 -- O TREE/BUSH } 0) ..v.µ a�❑T r❑❑©❑ Oe f `d® UTILITY POLE Qs 12 ® SEWER OR STORM DRAIN MANHOLE a a ❑�❑❑❑ O TELEPHONE MANHOLE �. .. Z �1❑ ❑❑❑❑❑ CM POWER OR COMMUNICATIONS PEDESTAL = L7 • STORM DRAIN INLET GRATE N m`s se GAS, WATER OR SEWER SERVICE • ��❑I�al EXISTING FIRE HYDRANT ILJ]ILJ, ®©� t EXISTING VALVE cv al ❑❑❑❑0©© 0© Oar �Q. \ EXISTING TEE ~ ❑❑❑❑DSO 3 L EXISTING BEND N Q ®00®Men enh I!t]F� a❑❑❑oNEW `W. M in St. '� ®©©©��❑❑❑❑❑�❑❑❑� E I NEW FIRE HYDRANT < OfO® '�� ❑❑❑❑0❑❑ MO'n St ~ NEW VALVE &BOX �IIIfLL�J�II�J_I JII���-I" ��O ®®©®©®C�❑❑❑❑�❑0 R M NEW CROSS Z ��llSntd�LJL6L3L9fl . ``` JY NEW TEE .. ! ❑❑❑❑❑®©®❑❑❑❑ ❑ NEW BEND - ❑❑❑❑❑❑©001©3a® � yo99. C7 NEW REDUCER a �� ❑❑❑❑❑❑ ®❑❑�®Ci® .,.^ ,,`` T TEMPORARY CORPORATION STOP O ❑❑❑❑ ❑ ®❑0❑❑❑ a O"•. m y RT RIGHT OF NEW WATER MAIN CENTERLINE • m �� ❑00110❑❑❑�❑❑hrlOLIE10❑❑�a LT LEFT OF NEW WATER MAIN CENTERLINE hrlkJ o o.s are 7 I`9p �111,*nra33�� w....a Montana��❑❑D� a ❑❑ GENERAL NOTES z"', � o a State I %�J* m Lincoln Rd. t !v I 1. Contractor shall notify oil utility companies and determine ' ..... N t I exact location of all underground utilities before commencing f Univ it �a o + 5 N work- 0 ® ° � 2. Existing water line shall be field located prior to placing � ® I new water line. Alignment of new water lines may be required p 6 MY to change as port of this project based on actual field conditions. 5 I- o ——————— Kagy Blvd. I 3. Service Interruptions shall be limited to o maximum duration y of 4 hours. Advance notice shall be given to all affected U (M .--1 customers in accordance with City of Bozeman Specification U �+ 10 Section 02713.06. Temporary water service shall be provided Ga O rM to all customers when service interruption is greater than 4 hours. '-' E 00 �+0000 4. All existing services shall be reconnected to the new water I tp mains In accordance with Specification Section 02719. x' K 17 O O x � O ad 00 5. A minimum 10' horizontal separation and minimum 1.5' vertical to separation between sewer and water mains shill be maintained. i n Refer to City of Bozeman Standard Drawing 02713-2. O O NO C Q S " 6. Refer to City of Bozeman Standard Drawing 02713-4 for standard Q. t water main and water wive locations. u 7. Thrust blocks called out on plans shall be installed according to — ° Montana Public Woks and City of Bozeman Standards. cc —Z --- 8. Maintain minimum 6.5' cover over water mains. Where minimum cover cannot be maintained, 8' thick rigid board Insulation shall be used. W 9, New water mains shall be pressure leafed and disinfected In YM Z �3 accordance with City of Bozeman Specifications - Section 02713.07. Ava 10. Pipe bedding and trench backfill shall be In accordance with W Montana Public Wanks and City of Bozeman Standards. Required Goldenstein Rd. v .- bedding and badcfAl types are Indicated on the plans. N N�1 RECORD DRAWING 11. All pipe and fittings shall be wrapped in 8-m! polyethelyene t in accordance with AWWA C105. Sheet No. MAY 1997 ^ 12. Refer to Sheet 9 for Schedule of fittings. L of 9 Copyright O 1996 MSE-HKM INC., All Rights Reserved. g N.E. CORNER SEC 6\\ ^ .c o S STA 0+00 - TUNNEL IN VICINITY. CONTRACTOR REMOVE EXISTING 18' 90'BEND P / `� l TO LOCATE PRIOR TO CONSTRUCTION II = INSTALL 18' 22-1/2'BEND •�o 110 .n 2 o W/TFiRU BL OCK OCK 1 INSTALL TRANSITION COUPLING Z ooAND P PE SECTION AS REQ' n ai STA -1+86 CONNECT O LOCK JOINT D.II..P.O o e M1�1�\y REMOVE EXISTING 18' GV 1 (SEE NOTE 7) / "p SMITH-BIAIR SLEEVE REMOVERUST BLFOCK 1 RECONNECTOVE TI RI/2' W PIT AMTERSERVICE ENTS D sly ATp52 PPROX+LOCATION DUCTILE IRON58 18' WATER AIN BE IS NEWo: h BOX W SMITH BWR SLEEVES OLD WOE TO NEW 18' WATER MAIN STA 6+78. WATER SERVICE NCE o i INSTALL TRANSITION COUPLINGS TOP OF CASING ( ) / (SE PIPE SECTIONS AS REO'D CASIN>�T- „•.•i., � / WEST TO OFE STORY ° (SEE NOTE 7) NON-FUNCTIONING VALVE MILL ROAD CAFE —_ •eo• EXISTING C.I. TRANSMISSION MAIN 18' W •• WAREHOUSE ry / 18' W TO BE PLUGGED AND ABANDONED IN T 1 1 :' �' NEXT VALVE UPSTREAM IS Z Y .. 03�p WATER SERVICE -:,SLAB J .t %1 / LOCATED AT THE SOUTH ; .•n • B SIDE OF BRIDGER DRIVE ° ; CITY INSTALLED BLOWOFF"S —/\ j '-r / • ., z o r •r rya .•'!. "� A` O �Ga• o owz 'syo REMOVE AND DISPOSE 1 •• r•� �, �� - O `8'w • o _z� OF W000 BRIDGE z • '••'• ! G d'$ • 1 r- • • 1• r r-I i • r r s• 1 0. 2 nr�- r1 nrrlrr- a II 1 11 rill .''i c^ 0 < STA 0+02 1 . _ .-1 r •r •._i.1-1 r r..r • •,.1 >�us ! i / ST 8+48 .j LOADING DOCK 3 INSTALL 18' BFV h BID 30' MADE .••r • rs ���sa 18" 45'BEN W RUST BLOCK UTILITY �� �� r r! / �' STA. 9+55 c /TH * , .�'' INSTALL 18-BFV h BOX W/THRUST BLOCK: EASEMENT �7' ) 4 UPSTREAM FROM BEND STRIP TOPSOIL PRIOR REMOVE hREPLACE INSTALL PIPE SECTIONS h SOLID SLEEVES o° Q ` TO WASTING MATERIAL FENCES AS NEEDED / 00 / AS REO'D (SEE NOTE 7) • H jSTA C)CONNECTECT TO EXISTING MAIN AT SMITH-GLAIR SLEEVE rn^ CP-3 REMOVE EXISTING MAIN FROM STA i 8+40 TO O1 0 ` 'Ct /0 STA t 9+40 AND DISPOSE OF OFF-SITE.CUT J TING a- z PE TODOLD PUMP PLUG SHOUSE < Q .a ;�.;�EA.,••• � �q�6 NOTES: o Z Q \C9 Te'Q ,y� 1. New water main to be 18' Class 52 D.I. pipe. • VYtE Q P` o Al d STA 8+38 2. Remove and replace fences as needed. �TUt REFER TO SPECIFICATIONS XO 1 18' ■6' TEE R 3. High groundwater potential In this location, dewater FOR DRILL}{ 4 LOG O SE O STA 6+8 RE-INSTALL F.H. as necessary. } / t NEW METER PIT IN R.O.W.: g ASSEMBLY. SALVAGE 4, Type 1 bedding. Type 2 bedding as required by 3 m Q ° 72'4 TYPE B MANHOLE HYDRANT ASSEMBLY, field conditions. Sto 0+00 to Sto 2+50: Type C o ' 1-1/2- CORP. STOP INSTALL NEW 6' PIPE, backfiil. Sto 2+50 to Sto 6+25: Type B backfill CD Q Z a / GY• 1-1/2' GATE VALVES FITTINGS AND VALVE Sto 6+25 to Sta 9+ 50, and below concrete slabs: N Q ° i INSTALL 22 1 2'BEND REO'D PIPING k SUPPORTS Type A backfll. • ]]][[[ 'NTH THRUST BLOCK 5. Refer to GENERAL NOTES, sheet 2. m aL ` AY / TA. 4+ , 6. Refer to Sheet 9 for schedule of fittings. N INSTALL 45'BEND 7. Solid sleeves shall be used to connect to existing r+ IMTH THRUST BLOCK main or when cutting-in butterfly wlws. Where a beiatlnyy main is coat iron, tronaition sleeves shall �be utAized. = Q REPLACE CONCRETE SLAB IN KIND B. All water main fittings shall be Thrust Blocked t } REMOVE SPOIL OFF-SITE. per City of Bozeman STD. DETAIL NO. 02713-1 A � J TYPE A BACKFILL UNDER CONCRETE. or as directed by the engineer. a` PROFILE • Scale 1'-50• Horiz. 1 F Scale 1'-5' Vert Y ......................._.................._........ .................._....................... 3N a .. •w ...................f.................. ...................i.................. .................. ................ ............. ............. ....... c� Z1S' 4706 IIIIIIura3, • oa - ..... ...... ............. ................i...................:.... ............. ............. .... .... FW mv~i�z ....... ... Pp.'►... 3N� cn :... Z a7�r iyJ oU cJ I z a. oZ- O O Z Z Z NF�.. ..z N 0�0: _z 3 - fir-: O ... en i c� EXISTING GROUND SURFACE v~i R^ g�m :� r zt< d =1" o!-'�� ..........................................;..................:.�W�......;...................,...........................N :...................�.................. .................. .................._.................. ................ pp � � 8��--. _.— —._. � XW�'� ..d In N N ,n N _.r ._ �.��•�—. I W 7__. 2 ....: ..a W I :N 4700 ` u� 3� mz �¢ z � F�-.. ''�rlr1PR 1 JJ it m O <D, VI N ut N + a V1 .- U� to ...................i........................:...................:.�p ....:......... ............:...... io .............i...................:................ ............. .............. ............. ............. .......... ....... _ v~i il? 4695 O c _.................._..... _ _._.. ._... ........... < .............. c i i •� .. NEW 18' D.I.P. MAIN u`i _ EXISTING i> z //i 18' PIPE '~ i i ^m3 + m �/ i � N O j + >? oW1, 'CL52 �� LCO _ ..................a.........................................i v�S_.i.�.+- :< i rn z z i NEW 18'PIPE W N _.. ] ...........:.................._.......... .� f................:................ .............. H U O) moo I��a. r ..Vf '< U yLO i x i Nio; / boo � ��(~cj� i•• i o -o � � Z �j ; 00 u5 i 8 0 iM11�1 B B'OOYQ .............................. 460 ....:.................. O y3 pZZ i zo i . ................i...... � O �W G�•tO, d Z myU4 F jX ' • . 8r aVI ..................i.......................i.................. i................ ........i....... ..................i...................1...................1...................:...................:...................: ...............:................................... ............. ............. ...................i...................:................ ................i...... ... ...iJ. ......................... ...................:...................: �oW ody ' DEFLECT AT JOINTS ..........................................c................... .. DEFLECTION .94 18' LENGTH — i.. .................................i..................i.................._..... ...:... ...i... MAX CTION - PER i ...:... ...i... ............. ............. ............. ............. ............. ............. ............. ............. ....................................... ......._.... ..... ...:... ...:... 4875 Z �cc .................. .......................i..................i..................i.................. ..................3..................�........ TRENCH —— ..........�........TYPE C TRENCH BACKFILL TYPE 8 TYPE A TRENCH BACKF91 GRA W I I � Z t...................................... LU NEW WATER MAIN E EXISTING WATER MAIN i i z ............. .................. _ .............. _ ................_:.WATER MAIN CROSSING..................................1994 LYfAAN CREEK 18' .............. ............. ............. .............. .............. ............. ............. ............. ............ RECORDWING EAST GALLATIN RIVER -' SUPPLY MAIN RELOCATION � ..�... .. .............. ....................................... ...... Sheet No. MAY W7 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+80 N0O 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 of 9 Copyright 0 1996 MSE-HKM INC., All Rights Reserved. J V P DISCONNECT k PLUG EXISTING u STA 11+89 COTTONWOOD- 1 1/2" WATER LINE STA 0+41 N. CHURCH 6"X6" CROSS n EXTEND `NEST TO PROPERTY LINE _ STA 2+34 < o CAP END h THRUST BLOCK I g 6" GATE VALVE • .H g S AND VALVE BOX < I S 8 AND THRUST BLOCK I -N- ° V) o COTTONWOOD: FRONT TO CHURCH o i d vo d ? ele I I "I I S 6" DUCTILE IRON WATER LINE ry A E S ? 3 E i ~ = N a�»a I�3 I aR s ss b vas am " d • I m F a I I o w I I cs STA 0+00 NORTH IDAW � N 8"X8" CROSS I I "'s we ss a vas «s wA STA 0+08, t 10' FIT z rc� Z UZA REMOVE LEAD JOINT TEEvalue rn c c 0+00 - c « �/r sH•rxv.w TA 0+08 • o _ W 7n, w on n NEW BhD.I.P. M 19, x g w "A" UNE G G PRE-ASSEMBLED 6" TEE AND 8" GATE VALVE < uw. i-VY cuv.w pus v mi c d q St I UTILIZE PIPE SECTIONS AND TRANSITION 3 + Rr�r]wm ss a a a a a l TEL "A" LINE ss tEt�[t tEL COUPLINGS AS REO'D TO CONNECT TO EXISTING o s tEL 3 MAIN INSTALL VALVE BOX k THRUST BLOCK Q 'r COTTONWOOD STREET(GRAVEL) ~ _ _ _ �xN _ s` _ r ss—." _ _ of Wp 6 - - - - - u I.b I t1_b• ro rm• J FTT[T] • O tL I � 1T -T�T1T Tl ,b- , 1T T�T1 m .-w -• $ 8 + 8 + + 1 + S + STA 2+79 $ + + Z rrr117��� + + t I + + + + 6" GATE VALVE + I u cu + I - < to I ^ 'e to ~ AND VALVE BOX < I a o _ _ '. Q .a STA N : W/THRUST BLOCK ® DH-2 a •a a I I SEE SPECIFICATIONS FOR 3 < < Z _ a < s DRILL HOLE 2 LOG tL o q I AND VALVE BOX 6 VALVET GA 48 VALVE - + 8 6" 45STA ;BEND STA 4+OQ < I A o Q 47 W/THRUST BLOCK AND VALVE BOX o 1 ^ W/THRUST BLOCK NEW 3/4 WS TO k� NOTES: • W/THRUST BLOCK w o G��, 620 E. COTTONWOOD I z I STA. 11+68 t 11+71 5 2 �N W STA 6+78 TO BE FIELD LOCATED I 1. Schedule II Includes the construction of craw 8" D.I. Close 51 water q STA 7+29 + 8" 45'BEND ' main t Cottonwood n from Front St.from to Cottonwood Ave. (to W 6" 45•VERT EL 9 n r 0+00 to Sto 7+45) and on Ida St. from Cottonrood SL to Peach 11J SEE INTERCONNECTION 9 <y< p W/THRUST BLOCK St. " cc Z STA. 11+85 h 11+88 5 DETAIL, SHT 9 rpy w e STA 6+83, 11' LT 2. Schedule III includes the construction of new 8" D.I. Class 51 water 8" 45'VERT EL 9 —1 W F main on Cottonwood SL from Wallace Ave. to Church Ave. (Sto ^ v 8"X6" TEE z_ 7+45 to Sto 11+89) and on Church Ave. from the north property XV REMOVE AND REPLACE HYD. ASSEMBLY SEE SHEET 5 FOR J w I line at Cottonwood SL to Peach SL • I• I ASPHALT PAVEMENT t1 AS REWIRED W/'T}IRUST BLOCK PLAN AND PROFILE •m N SEE SHEET 5 FOR OF N. IDA AVE. - 3. Water service Interruption will be required for the connnection at PLAN AND PROFILE "B" LINE Front/Cottonwood. Isolate section of 6" water main on Front St N Q 0 OF N. CHURCH AVE. by HAVING THE CITY shut off valves at Aspen/Front and Plum/Front N STA GATE All valves will be o erated D city ersonnel onl I I - "C" LINE 6" GATE VALVE I - 1 P Y Y P Y• AND VALVE BOX 4. Any existing water services that are not copper lines will be completely a Z AND THRUST BLOCK reepplgced. Complete replacement Includes Installing a new curb stop and z O lit 3/4 copper pipe from the core. stop on the new main to the curb stop. V COTTONWOOD STREET - wA« LINE WWater sere ces that do not require complete reepplocenlent shall be u I I I� I replacements sto hallnbe performed as direcw main without teng d- y the curb ngineeer. Water service o - - - Scale 1w 50' -- - a O 5. For testing/flushing of new main, install corporation stops as directed • m by Engineer. Remove and plug corp. stops as directed. 12 TES 6. Fire hydrants Installed as port of Schedules II and III shall require r w « . t♦- t a--. barrier poets as per City of Bozeman specifications. vttN*Ilra3 vv��� —a PEACH STREET PEACH STREET 7. Pipe bedding shall be Type 1. Trench backflll shall be Type A. v% I.•...... �. O W iul Vic; a . 8. Refer to GENERAL NOTES, sheet 2 9. Refer to Sheet 9 for schedule of fittings. =Z`• � �` v I )•g 10. Connection to 8" C.I. main on Front St. will require transition couplings. as specified by the Owner. �rrnrnutt 11. Perform exploratory excavation to determine depth of sewer services where new water main will cross service. Alignment of water main may be modified ASPHALT to maintain minimum vertical separation of 1.5' between water and sewer. O SURFACE CA GRAVEL SURFACE RESTORATION IRESTORATIONi _I O GRAVEL SURFACE RESTORATION NORTH 0 (j NORTH ¢NORTH +' co CHURCH WALLACE IDA io x o PROFILE w w U cD o �m r 4 mil 9 z Scale 1"=50' Horiz. m pp ro S �JI v 5 J � m m Scale 1"-5' Vert. 5 io i o vl Q ao LO 77i� 4760 a i k 25 i i ' - 1-: „�` t- Y to - cs = O m m ... ............. ............. 47p...... A _ t Z F Z 1 Z CD O i i i _ i i d ......<... .... ... ...i.,. gg V n .. .................... ..... ... ....... ....i..................:..................i... .. ...... ...........:... I ao Vl ... z .. r y. ... S U F N 2S At at o N �: H ST(i1ME(ORAyE� � m F .:... ...m a�.. Rds.. +W 3.. z � I I a a. -� __ �i �mQ 3 f x¢" <0 3 :n F- o M�~ J C>a .� II �.1 II i • rrY�x3 ^p i ya�oi <NN >j W � � <'�: <: zW —____-- — [� � GRADE(GRAVEL) +v> N> pw E f ♦M O O Q c°S c0i to to 47 — )55 1- I W I : � ............ ........... ........... ..rn........................ !{.S..A�A................................................................ eI I WW 8w O.LP.*AM NATFRiNAN lITERCONNECnON 3 io'S _ 9 g _ _ ss ,ee w � � � � e.t m � .� a m3 4750 I ...i...................i...................?..4 ......... —Z ............. ............. ............. ... ...... ... ............. .......... .................... ............. ............:...................:...................:...... ..... ... .............:..... ......- � ..................... ............. .. ............. r ..if.}.. - _ __ . - fwrlw s _ :I I 1.5' MIN. -- ----- ------ ------ ------- - _ € +- a a W + CLEAR + -- - - w a E 47454745 —1.5' MINI MU - - +''� _ ............. — tl i i i SEPARA13ON ............. ............. ............. .............. .... -- .....i...................i................ tl �:s T I :. Ara --- -31 .................... ..................:...................:...................:..... .....,..... .. i �^ �+� m� E g m W —W 1 I AT JOIN `TYP m ~ BEGIN DEFLECTION STA. 6+38 4740 i • N O Z ...END.DE:FL£C ON TA.4740 to m '> W N ...............:... :.......................................i..................�................ � .............. ........... .............. ............. ............. ... ............. RECORD • •I■ � _ Sheet No. v^- m 7• ....a .W... i < `< "A' LINE. COTTONWOOD:.FRONT TO CHURCH ?� ono MAY 7 d to r 4735 -r 'm 4735 ! i i E i w ui to m 3 i �_ 12+00 11+50 11+00 10+50 10+DO 9+50 9+00 5+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 G+0 -0+50 of 9 Copyright 0 1996 MSE-HKM INC., All Rights Reserved. STA 3+62 a $ REMOVE EXISTING PLUG k STA 3+60 PERFORM EXPLORATORY EXCAVATION o 0 CONNECT TO EXISTING MAIN 6" GATE VALVE, MJ TO LOCATE SEWER SERVICE. WATER < MAIN AUGNMENT MAY CHANGE TO k BOX W/THRUST BLOCK STA G+41 N. CHURCH m < MAINTAIN VERTICAL SEPARATION STA 11+69 COTTONWOOD o m is BETWEEN WATER AND SEWER LINES 6"X5' CROSS, MJ fl STA. 3+00, (6.3' COVER) < c g z tl sr1 2.94 • o ff 6 STA. —G+05 11' RT m Z r 6x6 TEE AND HYDRANT ASSEMBLYEW 6" D.I.P. MAIN 12+00 W/THRUST BLOCK h s d 4BARRIER POSTSss ss ss ssINSTALL PLUG WITH:naa o . n:'seE. THRUST BLOCK+ + , z �o NOTES: STA. 3+45 STA. 0+601NSTALL o 31. New water main to be 6" D.I. pass 51 pipe. 6 INSTALL 1" CORP. STOP �" GATE VALVE k BOX o ;o 2. Type 1 bedding, Type A backfill. 5 I N. OF GATE VALVE FOR W/THRUST BLOCK I I • - 3. Water service Intern tion required for Peach/ < TESTING NEW MAIN W/THRUST BLOCK GATE VALVE &BOX < x w 3 Church connection. Shut off clue at Rouse/Peoch y and 2 wives of Peach/Church. NORTH CHURCH AVE. - 'C' LINE a 4. In toll corp. stops for testln flushin as directed b SEE SHEET 4 FOR aP g/ 9 r Scale: 1' - 50' o Engineer. Remove and plug following testing. Y v PLAN AND PROFILE ._ 5. Refer to GENERAL NOTES, sheet 2. U 'A"CU EON WOOD ST. o O • 6. Refer to Sheet 9 for schedule of fittings. o m PROFILE rn o m z 1- Scale 1"=50' Horiz. FAR^F i"=5' Vert. Xm NCogo r rn K i Scale as 47l6 ................s..................,• G wl �ii 3........... ...fOMO......:.......... ...'...i...................:................. U _ N.� _ J�. i ......._. 4765 a i c a = m ,a <m a s. .. LU -- STREET GRADE (ORA ;, ..E#. g >y.....o a a .. o° Q o ) <IX of 4760 .................5..................yllI• ....... ..................: ............ ..................... ...:......v.. 3 -z - _:..-.......<w. x �-�_� ............. - 4760 v, m31: N,ox3mz Q¢fL CD V QQ 1 6.5' MIN. COVER a I I e!! it I ++ II a -r__ ' 4755 .........STA 1+45.............s.! e......- .a_- NEW 6'D.I.P. M ...�.�.........:. 47S • --� AIN.. ...... INSTALL CORP. STOP - __----�-- I • FOR TESTING NEW MAIN - a s1?-----_____--- .-e ----ITTr_-�_ ao 4750 ............................................................................i................ .......... ....................................i................ ....... ............. 750 3 i DEFLECT AT JOINT STA. 2+10 (DEFLECTION NOT TO EXCEED 1.5': PER 20' PIPE SECTION) (TYP.) ! Z NORTH CHURCH AVE. - 'C' LINE 4746 o 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 G+0 4743 0 a Q STA 3+63 • In f- �{I REMOVE EXISTING PLUG STA 0+00 N. IDA - _• I AND CONNECT TO 6" STA 2+60 COTTONWOOD MAIN DISCONNECT t PLUG ON PEACH STREET� a STA 0+41 1-1/4- WATER LINE In 6' GATE VALVE h STA. -0+30 11' RT ,�`ss a3 ,' Iu9Un. l ; BOX W/THRUST BLOCK 6"x8" TEE AND p*.....,,,,,3,',Vj'��� STA 3+60 1 HYDRANT ASSEMBLY �.`?"d we,;`•,?L�3 6' GATE VALVE k EXISTING SERVICE TO 620 W/THRUST BLOCK h I BOX W/THRUST BLOCK h 630 E. COTTONWOOD BARRIER POSTS _�5 Ci<. STA. 0+60. (6.0' COVER) +00 INSTALL PLUG WITH n DEFLECT AT JOIN _ — THRUST BLOCK 0 J o•` lEL TEL TEL . ..a.x°awrs NEW 8" .I.P. AIN x 7 NORTH IDA AVE.(GRAVEL) ��rrrrr1T111` ss c c 2..� 51 a NOTES: ° '-'i•• w 1. New water main to be 6" D.I. pass 51 MJ e.I - _ - - - - - 2. Type 1 bedding, Type A backfill. P P w + STA. 1+90. 1 + tl STA. -0+19 INSTALL O 3. Water service interuption required for Peach/Ida connection. I 3 m (6.5' COVER) + fl I N SEE SHEET 4 FOR 6" GATE VALVE k BOX l t TO 632 IDA/707 PEACH PUN AND PROFILE I 2+00 W/THRUST BLOCK '~ O 4. Install corp. stops for testing/flushing as directed by Engineer. = I LOCATION UNKNOWN y Q Remove and plug Corp. stops following testing and disinfection. 3; OF COTTONWOOD ST. O O CO CO INSTALL 1" CORP. STOP 5. Refer to GENERAL NOTES, sheet 2. g 39 N. OF GATE VALVE FOR � LO I e TESTING NEW MAIN NORTH IDA AVE — W LINE UTILIZE SERVICE FOR v +' cp 6. Refer to Sheet 9 for schedule of fittings. STA. 3+59 TESTING NEW MAIN O[--s 00 Scale: 1' - 50' O� to 7. Existing service to 620 h 630 E. Cottonwood will be replaced O 00 for 630 E. Cottonwood. New service to 620 E. Cottonwood will 00 be provided from new main on Cottonwood. I CD pY PROFILE 1.1 O m0 Scale 1'-50' Horiz. B. Joint deflection for 6' D.I.P. CL 51 shall be limited to 1.5 FEET 41m Scale 1"=5' Vert. °Ox o+ 'a ; �. x. asper 20 foot pips section. Om 4780 : z yVL 4780 +_ 7 V,y 40 CN ............ FQ7 C QG^4' or .....................................:....... ............:-.....—... ............... ................>........ � OmR (0 s � CVSR wLo o wwon03 �— GRADE(GRAV�) +>z ��ogm0y o+�v~i I.W��Naa� J _ O w U I>at at O F F?yf 4755 ..................: 1TI I �—C H• <� ,ro�R3Wam<z 7rFZ 4755 ..................:.................. ..-............ —Z.......... 6.5' MIN. COVER � — i ° LU m 4750 NEW 6'.D.I.P. MAIN ' 4750 ., .........................................................:............. .. ............... ................:................ .. .... ............. ............... ... .. .. ........ ...i... ;... W Z a s1 _ FOR TESTING ING STOP RECORD DRAWING m FOR TESTING NEW MAIN STA. 2+15 W r DEFLECT AT JOINT 4745 STA 3+59 (SEE NOTE N0. 8) ' 4745 ♦v......................................:.................. .. .... .. .�. ............ _ .............. _ .............. Q ..................... ................�................. e i 97 Sheet No. .:.. .. :..... i i E i i i NORTH IDA AVE — W LINE 5 4740 Scale: 1 50 4740 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 of 9 Copyright 0 1996 MSE—HKM INC., All Rights Reserved. S g qq J P NORTH MONTANA AVENUE o >. 003 u EXISTING 10w VALVE FOUND 2' a ALUM. CAP BY R.W. ALLEN -" z N o0 ■ N e d ■ 0 z ■ z t V ■ I w ry p"z ■ }� '' VT I } ? �18 j ,9151 Q�QE' 3 13 ; N R m ■ S� o l x WoW 0 3o=Z to Ja\ O Fj z a o 30 0 ' l w v N_ VACATED RIGHT—OF—WAY ORD. N0. 575 NEP o u w I 1L GOR I o u LL ■ F- to N �— 120.3' ± 3p' 14' Mill! U.1 Ld _� Of _ Q } I 4** WHITE - - sHED J 5 0 j �` a o ■ < z ■ Q � I � —2 � I O V f2' CURB STOP METER PIT a ■ METER PIT J I U W CURB BOX�� o a ■ / \ SEE DETAIL A �� 3 0 ■ I rn o ^ —.I} NEW 8' D.I. PIPE z N G G vV c� 60D NAIL 8 1-- F*� N M _ ■ I STA. G+40 END CAP---� e • CL St w o O 9 ■ AND THRUST BLOCK 10' I o N ■ n F' m ■ BURNT OUT I C G G STA 0+39 _�- "' N Q BUILDING W/THRUST BLOCK N ? NEW 30'x30' MADE EASEMENT FIRE HYDRANT ASSEMBLY I Z /L 'A1TH BARRIER POSTS I 6 Li STA G+33 8'x2' TAPPING SADDLE2" CORPORATION STOP, 2' TYPEK COPPER TO METER PI7STA 0+0012"X8' TAPPING SLEEVE NTHI O 8' TAPPING VALVE k BOX W/THRUST BLOCK FOUND 2" a ALUM. CAP BY R.W. ALLEN S 82.36' 56'E 1515.69' OLD PEA CANNERY W 1/4 COR. SEC. s Standard casting h cover From.and cover to be either Calyd No. 52441, MCI 303 (rams, FOUND 1 1/2- a PIPE `r,° a �•"�- 5A cover, or IFCO 772 frame, 772—B cover. Covers sholl how Existing grode a 1�pick holes. Scale: 1' >• 10' a -�- ------- Flot slob cover NOTES: _2+,. o� J r -- R�� 1. New water main to be 8' D.I. Class 51 pipe. 0"" 1. 2• min., 12' mos. —_ Adjustable NOTE: NI Joints between manhole sections, 2. Type 1 Bedding, Type A BackfRl. Ivan PRllltttt manhole ring h top section, and around 3. Refer to GENERAL NOTES, Sheet 2. sewer pips to manhole sholl be water— PROFILE O 24' or tight Jointing material shall be'Ram-Neff Scale 1'-10' Horiz. or equal for all joint* except between 4. Refer to Sheet 9 for schedule of fittings. p 1 p Scale l'-2' Vert O 27 Opening sewer pipe and manhole wall. 5. Meter and backflow preventer will be supplied band installed by City of Bozeman. c a 102 ......................................:...................:................... ............. ............. 102 CONTRACTOR is responsible for providing piping. +a L` M Manhole steps at P P 9 D P 9. L— s gate valves and manhole assembly. .•-� = 1K' enters Precast reinforced concrete manhole riser 6. See specifications for log of Drill Hole 3, located U 1. M • and cover manufactured in occordance i i at Oak St. and N. Bozeman Aw, extended. s - riN ASTM designation C-47E. DIN OROMI: C 00 ——_a—___—___ _ 7. Restore disturbed roadway, landscaping and fencing 100 ............. •..................:. ..............:............ ....:................. ............. 100 in kind. ti O -4 00 .g Double check backflow preventer k q CD and meter to be supplied by the city v9� Q 0 f0 00 b g,$ 72' (See note No. 5 this sheet) $ c ' c 2' straight stop w/meter Range ?of a) 98 g 98 .... ' w :............ _ w O iN ggg �5 .......... m N.. O N 2' type.K, copper F p : N �•+O 0 g o :�v &5' MINIMLN COVER iF 4 u2'-0 w m :o 0. o MIN. 96 N ............ I I ......._._.__. `....:.' ........:..................:.........._.ae 96 EX 8 + — u. $, `8x2 tapping saddle k 94 ' ........ ............. 94 N us .. L 2' carp. stop ........................ — 2" curb stop w/curb box :8' DUCTILE 620N CLASS 51 Z - ,� x minimum protest baseRECORD DRAWING - -W > 92 ...................i...................i...................i...................:.........,.........:.................. 92 MAY 1997 sheet No. A DETAL �+ 6 KETIA PIT V 90 1 90 SCALE : NONE 1+00 0+40 0+30 0+20 0+10 0+0 of 9 Rl Copyright O 1996 MSE—HKM INC., All Rights Reserved. 65 0 0 < NOTES: o r 'o m 1. New water main to be 8' D.I. Bass 51 pipe. n 2. Type 1 bedding, Type A backfill. o 3. Install core. stop for testing/flushing as directed by Engineer. m g Remove and plug following testing and disinfection. I w d o 4. Refer to GENERAL NOTES, sheet 2. - - u z 5. Refer to Shoot 9 for schedule of fittings + �y THIRD STREET 1+88 N, SEE SPECIFICATIONS —Fo Fo— FOR DRILL HOLE 1 LOG Q - CONTRACTOR TO VERIFY EXTENT CONTRACTOR TO VERIFY EXTENT £ 9.0' MINIMUM STA 4+99 z q< AND LOCATION OF GAS MAIN AND LOCATION OF CTV CABLE o SEPARATION 6' GATE VALVE (TYPICAL) do BOX W/THRUST BLOCK STA 5+14 11'LT I • o _ R II TEE I �� STA 0+24 3 usra• HYD. ASSEMBLY ii 6' GATE VALVE k 3 1+00 Oev W/THRUST BLOCKS Y TO 1412 S. 47H N BOX W/THRUST BLOCK u I ,w w,s�.• ! 8 8 1 8 ! k3 I I 4CG DISCONNECTED s I CONCRETE HEADER Q wv wa. !! ■r.saol. TO BE REPLACED w FIBER OPTICSCROSSING TICS r ! I I I I I I ,, STA. 12+03 - - - cCrv�--�� c SEE SHEET 8 �L—i--1 FOR CONTINUATION � FOURTH AVE �� JIN LINCOLN R.O.W. Z 0 � ss DH-1 � s a � o 0 0 0 0 0 e Is a os►�Nl-�$L,1+ s ss ss s 4 sc e r • —w a - _ _ _ a 51 _ _ - _ - - - o+oo o > .e�.w• RECONNECT SERVICE LINE o O �� TO MSU BUILDINGS '� ; 8 s I INg C SS 6 a % !! + p +! W w! q S! ! = d w d b 3 i I a n 8 x 3nR n R ? e 1 STA 0+00 FOURTH >• Q '� =S G STA 0+00 LINCOLN c� 4 G N t r<- j Y ~ G r j <~` to CAw N r e U 3 6' X 8' CROSS WITH I� L C In r H �+n� I � � � a N G l 7 1 END CAPS ON BOTH STA. 8+59 INSTALL 8' CONCRETE VALLEY GUTTER cr EXISTING TO HYDRANT CONCRETE VALLEY CUTTER, o: SOUTH AND WEST BRANCHES = GATE VALVE k BOX Ca ASSEMBLY TO BE REMOVED I ; W/THRUST BLOCKS : LL SAWCUT h REPLACE, TYP. W/THRUST BLOCK 3 UPON COMPLETION OF NEW p p p p 6' WATER MAIN p �81 O S + O O O O p O O O O N O nl + SS ws ws SS ws INSTALL 2) 2U CORP. STOPS FOR FOURTH AVENUE W 0 1+ S TESTING SI FLUSHING LINCOLN Z + + + + + R.O.W. MAIN. REMOVE 2' CORP. d Q Scale 1'=50' +~ <~ ~ STOPS AFTER TESTING k FLUSHING. z PLUG HOLE IN SADDLE W/STD. u of y H N 0 BRASS CORP. STOP PLUG �o a` O PROFlLE Scale 1'�50' Horiz. Scale 1'-5' Vert ....4800.......:...................:...................:...................:...................�................ ............. ............. ............. ...:... ...:... ...:... ...:...................i................ ............. ............. ............. ............. ............. ............. .... ............. ............. ............. ................i...................i.................................... ........ .. ... .......... `IIIlrrlra3 rell -O ...... }dry! F H : L o. ty r%J 4895 �- i i i � Nuf _ r$ 3i as N� Zi i • q z noil 4890 SNS — I N �O ...........................:................. ..............:..................:...................:...................:...................:...................:.......................... ." t -..j...:.......................................:...................:...................:...................:.............. .... ............. W 0 4890 J - ---- _— r— o _ U :...................:. '...... ..rr.. :...................:........I.L.......:....... : - It0.S .......................................:................. ..................:...................:...................: N "rZ�p' F ................ J .................................................:........................... ...........Z m.... .....i...................i......... ............. ......... __,..� •�� ............. ... ............. ............. N ... ......�... ge8 y I I �8. n .s .s N # C Er CIO g Irl. � 4880 ago �' I I s• ~ I 1 - __�.� C 00 LO ...................:.....................................f...'K' 's.........i........y.,r.:...................:........ .....:...................i........... ..... .. .... ......... ..... ..N ; I 1 _ 4880 .ti 00 :... ... ..{..1............... .. ........ ......... }�..,-i _ ....1...................i...................i...................i...................:................ ............. ....... ............. ............. ,7 _ CD :s °►-____i•- - INSTALL (2) 2' CORP. STOPS... •Yi O�O t0 a0 er I P 1AAIM I - s/s: FOR TESTING k,FLUSHING SOUTH 4th x 4875 i i ►T se i $ _ i_ _ AND LINCOLN RO.W. MAIN. REMOVE [T] �] (D ............:...................:.......ME.si.................:........................................ .................:. ..... ... ...... ,iA..................:...... .........~.... io 4875 NCO 1� ............................... ...................:................ ............ ........ .......... ........... ............. ........... . ' -- =a _ m.... ............. ............. .. ............. ............. ............�:. DRSHING UG HOLE NS SADDLE..... .. .. N f e• - -_iR C . BRACORP. S PLUG • . W/STD SS CORP OP �EF,ECT AT JON1S, TYP.; ..1... 4870 �i.. i rn�N ... ........................................ +>>............. ......................................i...................i...................i...................i...................i............... ............. ............. ............. ............. ............. z ""€ W H VW •^ ..................i.....................................i..................i.................. .................. ................................ ........... .......... _ .............. _ .............. _ .............. .................._ .............. _ ............. _........... .......................................................... .... .... _ ............. ............. .................. -- < C v.caim To AST RECORD DRAWING ,,,,�, _ W f ..................:.................._..................: .................._... ................... _ .............._..................:.................._...... ........�.................._.... ............ _ .............. _ ............. .................._.................._ _ ........... ........ ....... Y ........... ............. ............. ............. _ .............. .............. .................. Sheet No. : 7 ... ..«.. ...«.. 7 1 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+DO 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+0 of 9 Copyright O 1996 MSE-HKM INC., All Rights Reserved. I I e � O o U � t T = a m at RECORD DRAWING NOTES: • o 1. New water main to be 6' D.I. Close 51 pipe. " O 2. Type 1 bedding, Type A backfill. MAY7 m Z9SF 0 3. Replace disturbed signs h posts. v e d 4. Sawcut and replace sidewalk k curb. Z 5. Install corp. stops for testing/flushing as directed by Engineer. NOTES: • 6. Refer to GENERAL NOTES, sheet 2. 7. Refer to Sheet 9 for schedule of fittings. 1. Pieces. a gate calve, at 3rd/6' tee and ar e`V.: z pieces. Close valves at 3rd Gwfleld, Sth Garfield � z and 4' valve at 4th/Arthur. Cut existing mains, c Z II remove existing tapping sleeve and valve, install �Z� tee/gate valve unit. connecting to existing 12' main O ; o II with 12' solid sleeves. Refer to Special Provisions, • 0 4� in the Specifications. w U 2. Remove existing 12'X6' topping sleeve and 6' tapping Li valve as single unit for pick up by owner. v 3. Depths of water mains shown are approximate, based on eleva:lons of valve boxes and operating nuts. u 0 • 12'X12'X6' TEE z W/PIPE SECTIONS 1' �i STA. G+25, TELEPHONE BOX AND SOLO SLEEVES 0 h 2 CABLES CROSSING AT TO RECONNECT TO () STA. G+22, (1.5' COVER) EXISTING 12' MAIN 9 w a INPLACE R.O.W.SOD ELEV. 4893.056' < -12'• SOL10 SLEEVE. LONG rn of I NEW 6- GATE VALVE W/BOX a Q () AND THRUST BLOCK p CUT EXISTING MAIN, PLUG k ABANDON I- I REDI-ROD VALVE TO TEE INSTALL THRUST BLOCK AGAINST ABANDONED PIPE • 3 NEW 6' GATE VALVE SEE CITY OF BOZEMAN z � STD. DWG. 02718-8 � � � e0 W. LINCOLN ST. --c-- 08 ~ N wCCMXL-51U Z o c SANITARY � � S STA 0+00 FOURTH = BSI x�+ s:c vnu�r ros. STA. 1+78 20' I • STA 0+00 LINCOLN R.O.W. < STA. 0+20 GAS MAIN CROSSING i \ m 9 6' X 6' CROSS a �I GAS MAIN CROSSING (2.5' COVER) I t5' END CAP, BOTH I (20' COVER) REPLACE EXISTING 6' MAIN j of Q SOUTH AND WEST BRANCHES $ r� o o W/THRUST BLOCKS } + STA 1+73 NEW fi' D.I.P. i I _ EXISTING 6' WATER ON 4th Q o .. 6' TEE CL 51 d RE-ESTABLISH MSU SERNCE 6' GATE VALVE W/BOX z 0 W/CURB STOP AT R.O.W. LINE CAP (SOUTH BRANCH) 12'0 SOUO SLEEVE, LONG - EXISTING TAPPING SLEEVE W RUST BLOCKS REPLACE EXISTING 4' VALVE t5' � 2. Ae VALVE, TO BE REMOVED 4' 'o ----a.-- vas ss PLC STA. 1+71 AND 4'XB' REDUCER -------------- ��`-1 THRUST BLOCK I a O o FIBER OPTICS CROSSING REMOVE LENGTH OF EXISTING 1 o (2.0' COVER) ;� NEW 6' D.I.P. MAIN • m PIPE AND DISCARD OFFSITE, 1 INSTALL 4'X8' REDUCER STA. 1+85 AND NEW 4' VALVE I ' CL 51 m m COMPUTER CABLE CROSSING \�•_-/ !! (0.5' COVER, UNDER SIDEWALK) TRANSITION COUPLING MAY �- -- ....- J 7 BE REQUIRED TO CONNECT rr---- OLD 4' PIPE TO NEW REDUCER u h 68TAPPINC VALVESLES F\-12*X " TAPPINGE ii83,7,- INSTALL NEW 6' D.I PIPE �_• "•.`�y': FROM REDUCER TO 6' VALVE fir; O a e 6't 3 Pww J a, TELEPHONE VAULT, APPROXIMATE '~` EXTENTS, CONCRETE ENCASED CONDUITS EACH COMPASS DIRECTION. %O,`v •_��v` u, PROFILE PAN Scale 1'-50' Horiz. Scale 1'=5' Z. Vl 4895 m .....................�" _.__ 4895 O............:. ........I.... ............ v 0 O v~i llIIDOLN R.O.W. 4890 N� .•\ w 4890 C � RIM SEWER MH y L ............. + ... .....:..... ...`................. .......... ........ EL-4877.61' ----- -- _ EL� - O Cn <g I\ ,a M j VALVE COVER ---- �; c0. tfJ 4885 i , ? 01- co 4885 'uL------1-- CD ---' ----- G7 00 -------' 00 < r-� 8.5 . z o ut • RATING ; C 1 .......- ._.. VAULT z I n;- ; EL=4872.98' I ; TELEPHONE 1.5' ASSUMED OPE NUT DEFLECT PIPE DOWN TO "�' + Z OPERATING NUT ---4- O -1' <Y o - --- OBTAIN 6.5' MIN. COVER ----------- ----- 4880 DEFLECT AT JOINT 4880 1.5 ASSUMED TOP OF DEFLECT DOWN STA. 1+10 MAX. DEFLECTION - '" NUT TO CENTER OF PIPE AT JOINTS J O 1.5' PER 20' PIPE SECTION : cCq NEW TEE, VALVE AND SPOOL TAPPING VALVE - 12' WATER MAIN EXISTING 6' SOD RESTORATION A +�T INSTALL 2' CORP. STOP FOR WATER MAIN - g 4875 RESTORATION 4875 TESTING. -Z 0+0 0+50 1+00 1+50 2+00 REMOVE CORP. STOP AND PLUG PROFILE W/STD. BRASS CORP, STOP PLUG - AFTER TESTING W W PROFILE Z NfERCONNECTION — GARFIELD AND FOURTH 21 WEST LNCOLN RO.W.fOMTH TO THRD a PLAN AND PROFILE PLAN AND PROFILE Sheet No. SCALE: 1' 4' SCALE 1' = 50' 8 of 9 Copyright •1996 MSE-HKM INC., All Rights Reserved. g r.2' s Standard casting & cover Frame and cover to be either Caird No. 52441, MCI 305 frame, 3Q5A cove� r, or IFCO 772 frame, 772-B cover. Covers shall havedExisting grade 1 pick holes. o------- Flat slob cover � Adjustable rings, ALL FITTINGS SHALL BE MECHANICAL 2" min., 12' max. JOINT WITH 3/4' TIE ROOS IN EVERY EXISTING SEWER PIPE ' NOTE: All joints between manhole sections, EXISTING MAIN \OTHFRVAILABLE BOLT HOLE. v manhole ring h top section, and around sec d sewer pipe into manhole shall be water- w u z 24" or tight. Jointing material shall be'Rom-Nek" _ 2T Opening or equal for all joints except between • Pe g sewer pipe and manhole wall.cNi .w z rt 3 yi SCHEDULE OF FITTINGS ^-.F'�. z 0< 9(V .><.s a Manhole steps at .�r Y:,'ii• \ 0 3 4 o`•'z LOCATION l FITTING STATION a. 11r centers a Precast reinforced concrete manhole riser - ' ,• o �_z� SCHEDULE I - LYMAN 2 18 22-1 2'BEND MJ 0+00 and cover manufactured in accordance /4 REBAR ANCHOR RODS ^}T. •:l 5;� , �'!C ;; i BACKFILL WITH = CREEK TRANSMISSION 5+00 u° with ASTM designation C-478. WITH BITUMINOUS COATING `3;4;,'>>'.� +.� BEDDING MATERIAL ; 2 18 45'BEND MJ 4+50 E o (TYP.) �� S 8+48 o 3 18 BUTTERFLY VALVE MJ -1+86 •� Double check bockflow preventer ` ;,-:• o, [� 0+RSTA 0 E o c and meter to be supplied by the city CONCRETE THRUST BLOCK (AS PER O 0 APPROX. '0 7Y MPW STANDARD DRAWING 02713-1) o 0 1 18 X8 TEE MJ 3 b c E 1 1/2' straight stop w/meter flange • 1 1 9T BEND 8+23 11 LT ^ u ENCLOSE WATER LINE WITH ,a 3 18 TRANSITION COUPLING 86E INSTALL 1 1/2' WATER86 POLYETHYLENE ENCASEMENTSERVICE TO EXISTING 1 1/2" type W copperSCHEDULE II - COTTON J 6 TEE 0 COTTON $ METER PIT 0+00 TO 7+48 AND IDA +24 IDA a. o CONCRETE THRUST BLOCK (AS PER <+83 COTTONWOOD '1 „ 09-4 �I MPW STANDARD DRAWING 02713-1) 1 6 X6 CROSS 2+60 COTTONWOOD 8 6 GATE VALVE 0+02 COTTONWOOD MIN. 2+34 COTTONWOOD - ___ � �rl'//h, l • 2+79 COTTONWOOD6+8a COTTONWOOD / NOTE: POLYETHYLENE ENCASEMENT ON ALL DUCTILE 7+48 COTTONWOOD IRON PIPE AND FITTINGS AS SPECIFIED. 11+48 COTTONWOOD Bx2 tapping saddle k -G+19 IDA DP 9 IDA '+ � '4, ..• 1 1/2" core. stop Form flexlble 5 SEWER MAM CROSSING 4 6 45'BEND 6+47 COTTONWOOD watertight 1 1/2' curb stop w/ curb box 9 DETAL 6+78 COTTONWOOD seal (typ.) 0+33 IDA SCALE : NONE • 0+37 IDA 18' x 5' minimum precast base N � ci 2 10 TRANSITION COUPLING 0+00 COTTONWOOD 1 DETAL 3 1 6 END CAP -0+24 IDA o Z 2 FIRE HYDRANT ASSEMBLY -0+24 IDA 9 METER PIT z z 6+83 COTTONWOOD SCALE NONE z - WALLA ON WOOD 1 6 K TEE 7+29 COTTONWOOD o o O INTERCONNECTION 1 6 90'BEND • Ica 10 X6 TAPPING SLEEVE ' 1 6 TAPPING VALVE ' SCHEDULE III - COTTONWOOD 1 6 X6 CROSS 0+41 CHURCH 7+48 TO 12+10 AND CHURCH 4 6 GATE VALVE 11+48 COTTONWOOD z 3+60 CHURCH = 0+00 CHURCH 0 d'"Jilla3"" 2 6 END C—AP 2+0 COTTONWOOD 0 CHURCH =Po..•••...�N��y�' CONCRETE THRUST BLOCK -O+OS CHURCH 1 6 TEE 3 N I 2 1 FIRE HYDRANT ASSEMBLY -0+05 CHURCH 10'XB' TAPPING SLEEVE o I o 24'--1 ; Z J 6 45'BEND 7+49 COTTONWOOD 6• TAPPING VALVE MJ x FL I _Z%, o O; 7+2 COTTONWOOD 11+71 COTTONWOOD 't r rnr1111 11+85 COTTONWOOD11+88 COTTONWOOD 1 0+01 CHURCH NEW 6" WATER LINE — +fir;i/ •y.-,+;•;,3.. NOTE5` FIRE HYDRANT ASSEMBLY -0+05 CHURCH COMPACT TYPE A TRENCH BACKFILL BEHIND CDSCHEDULEIV - OLD P A 1 12 XB TAPPING SLEEVE -+ :3 - AND AROUND SIDES OF THRUST BLOCK TO O CANNERY 1 8 TAPPING VALVE 0+40 •�•,_7,',a'.�'•.� -.' `;M 95%MAXIMUM DRY DENSITY AS DETERMINED 1 8 X6" TEE END P 0+36 BY AASHTO-99 TO TOP OF THRUST BLOCK .•r 1 FIRE HYDRANT ASSEMBLY 0+36 SCHEDULE V - FOURTH AND ♦ 6 GATE VALVE 0+99 FOURTH LINCOLN PLAN VEW U (3) + 1+88 LIN LN µ REBAR ANCHOR R005 rn� E m 00 + WITH BITUMINOUS COATING tf5 + (TYP.) I POUR NEW THRUST BLOCK AROUND d 00 + EXISTING STORM DRAIN PIPE AS ,G I CO N CAP + 6' PIPE SECTION t V LONG 8'—t 6'-1 SHOWN (SEE NOTE NO.1 BELOW) x•-•• k q CD O 0+00 FOURTH SOUTH REDI-ROD TO FITTINGS O ed OD + COMPACT TYPE 1 BEDDING TO 95X OF H AN A SEMBLY + 90'BEND •,'�,�rj,y�• ,•.; MAXIMUM DRY DENSITY AS DETERMINED BY X FOURTH GARFlELD 1 1 X6 TAPPING + '1 r.1 AASHTO-99 TO DEPTH OF 12' ABOVE 6' w N INTERCONNECTION A I VALVE PIPE SECTION USE MEG-ALUG WATER LINE O O Q 12 X6 TEE FOLLOWERS •i ce - CV G4 6 GATE VALVE TO PROVIDE MINIMUM 1.5' VERTICAL t F 4 X6 REDUCER SEPARATION FROM THE STORM DRAIN 12 SOLID SLEEVES 12+00 FOURTH 4" GA VALVE1 + FOURTH 6' TEE NOTE: THIS SCHEDULE IS A LIST OF THE FITTINGS 4' OR LARGER. REQUIRED MATERIALS THRUST BLOCK, SEE FOR WATER SERVICES ARE NOT LISTED AS THEY MAY VARY NTH ACTUAL FIELD CONDITIONS. MPWSS DWG 02713-1 - - - �W &-' NEW 6' D.I. WATER LINE W — �Z - - - COMPACT TYPE 1 BEDDING TO T Z 95%MAXIMUM DRY DENSITY NORTH ELEVATION A T AA T — STANDARD W 6' WI COMPACT D SH D 99 S D D RECORD DRAWING 6' WIDE BEDDING UNDER THRUST BLOCK 2 WATER MAW NTERCONNECTION DETAL REBED EXISTING STORM DRAIN PIPE MAY 1997 Sheet No. 9 NORTH WALLACE a COTTONWOOD IN TYPE 1 BEDDING PLAN AND ELEVATION R SCALE : 1/2"-1'-O' i of 9 w Copyright •1996 MSE-HKM INC., All Rights Reserved. g