HomeMy WebLinkAbout2000 Water Renovations -----------
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L I -------- PLANS FOR THE CONSTRUCTION OF
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8904EY
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CITY OF BOZEMAN
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- ---- ------- WATE R RENOVATION PROJECT
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BOZEMAN
-N- MONTANA
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LA_
VICINITY MAP
NOT TO SCALE
BOZEMAN, MONTANA SHEET INDEX
............. SHT NO. GENERAL SHT NO. BID A L TERNA TES
.................... r... ........... ............. G-1 of 16 If OF 161 COVER SHEET
CS-1 of 15 Itl OF 181 PLAN&PROFILE STA.0+31.32 TO STA.4*.42[CURTISS ST.1-BID ALT.K I
G-2 of 16 12 OF 161
SITE PLAN, KEY MAP&GENERAL NOTES
004 0
....... . ...... ............
der
A14
...... SHT NO. BASE BID SHEETS
P-i of 16 13 OF 161 PLAN&PROFILE STA.0+36.65 TO STA,4+99.8t_N- IPEACH STJ
....... P-2 of 16 14 OF 161 PLAN&PROFILE STA.0+09.17 TO STA.5+38.7t 16th TO PEACH STJ SHT NO. -.—DETAILS
.........
Lw D-1 of 16 114 OF 161 MISCELLA -OUS DETAILS
181 PLAN A f"ROFILE STA.-0+06.54 TO STA.5450.00[WILLSON AVE.1
_j
EXISTING CITY WATER W-11 of IS 15 Cr
SYSTEM AS SHOWN ON E D-2 of 16 115 OF 161 MISCELLANEOUS DETAILS
THE 1997 CITY WATER ..............:f ................................... F'-2 of 16 16 OF 161 PLAN&PROFILE STA L 5+50,00 TO STA.10+50.00[WILLSON AVE.1
MASTER PLAN. SIZES
a 0-3 of 16 116 OF 161 MISCELLANEOUS DETAILS
AND PIPE TYPES ARE W-3 of 16 17 OF 161 PLAN&PROFILE STA.10+50.00 TO STA.14+95.65(WILLSON AVE.]
NOT SHOWN FOR CLARITY
PURPOSES. (TYPICAL)-- TI-1 of 16 18 OF 161
PLAN&PROFILE STA. 0+20.71 TO STA.4+50.DO[TRACY AVE.]
T,1-2 of 16 19 OF 161 PLAN I PROFILE STA.4+60.00 TO STA.9+55.00 ITRA';f AVEJ
V
TR-3 of 16 110 OF 161 PLAN&PROFILE STA.9+55.00 TO STA.12+46.97 ITRACY AVLI
...........................
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RECORD DRA WING
n INFORMA UON
..4 L PROT 4-9-2001
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Prepared by
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MSE-HKM, 1w.
................. .................... 601 Nikles Dr- Suite 2
.............. .............. ........ ............ ............
............. ......................... ............. ...... .............
ozemanM 9715
. .......................... ............. (406) 586-8839
HIGH
i —7 ENGINEERING FAX (406) 586-1730
............. 1883
........................ ............ ...........................
.. . .... .......... ..... .............. .............
Proj. No. 04M229.134 FEBRUARY 2000
A�
Co.
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6 ................. ........... .......................... ............. ......................... ..........................
pH
T_ TO WATER T '11111fii
TREATMENT Till,
PLANT vv
NTON O.',,,*m
W IEGOR,
LJTLE i UNDERHILL' Sheet No.
S'0% 10766 PE
CIL)VTON O.UnE PE =Spq,� 8759 PE
LOCATION MAP y C LAVIEVALL PE
Plrojigct M-94sr
NOT TO SCALE AmfSE-1-"#n i�SProject Engkww G-1
0 MSE4#(Aof ft.
FLBRUARY COVER BASE-BI D.d.9 04/05/2001 11;3823 PM PM MDT 1 of 16 00
Copyright 0 2000 MSE-HKM, Inc., All Ra_yts Reser,ved.
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I I I 1 1 I
i I i i uunhwSt I � `� GENERAL NOTES • :o
1. 11E LRACTOR S OF EXIST MG UTILITIES SHOWN ARE APPROXIMATE AND UI CONTRACTOR SHALL PRIOR
VERIFY PRIOR N WORK N THIS
THE
1 �OMdfGCk� �' LYNIRACTpR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL UTILITIES/N THE AREA PRIOR i0 BEpNN/NC ANY WORK QV MIS PRO..E'CT. u
-- ❑ r �� ® I �� 71E CCN7RACTLWR 1S RE0I.YRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT EXISTING UTILITIES. Z -
1 ASP-St. III-�,''y��j' ! 2.EXISTING WATER LINES STALL BE FIELD LOCATED PRIOR TO PLACING NEW WATER LINE. ALIGNMENT OF NEW WATER LINES MAY BE REQUIRED TO C=,T
COttOrIW004 S�. CHANGE AS PART OF THIS PRO..ECT BASED ON ACTUAL FIELD CONDITIONS
❑ • �'
J ADVANCE N07XE SHALL B£GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE WIN PROTECT SPECIFICA TIOYS TEMPORARY WATER
Z 1 1 ( �\ SEANCE SHALL BE PROVIDED TO ALL CUSTOMERS AS SPECIFIED UNDER TEMPORARY WATER SUPPLY.' K = Z C�
\�\V\`�\f rn
St. 4.ALL EXISTING WATER SERVICES SHALL LE RECONNECTED TO THE NEW WATER MAINS IN ACCORDANCE WTH PRQ.ECT SPECFICATINS. 00
5.A MIN/MUM OF 10 FEET HORIZONTAL SEPARA DCw AND A MINIMUM 1.5 FEET VERTICAL SEPARATION BETI{EEN SEWER AND WATER MAINS SHALL BE
2 I MAINTAINED UNLESS OTHERWSE DIRECTED SHOWN ON THE PLANS OR BY THE ENGINEER. REFER TO B02EWAN STANDARD DRAWING NO. 02713-2. • p 4 z z
1 1 C i i I 6.ALL FIRE HYDRANTS REMOVED QP REPLACED BY THIS COISTRUC77ON SHALL BE RETURNED TO THE BOZEIIAN CITY YARD. Q
7. THRUST BLOCKS SHALL BE INSTALLED ACCORDNC TO MONTANA PUBLIC WORKS FOURTH EDITION(1996),AND CITY OF BOZEMAN STANDARD
MOOIF/CA 77 FOR CLARITY PURPOSES NO THRUST BLOCKS ARE SHOWN ON THE PLAN SHEETS EXCEPT WHERE PLUGGING OR CAPPING AN
$ I I I ro _ _ = 1 I EX1577NG WATER LINE OCCURS.
F'-Wn I 1 1 I B.MAINTAIN A MINIMUM OF6.5 FEET COVER OVER WATER MAINS WHERE MINIMUM COVER CANNOT BE MAINTAINED,2-INCH THICK BY 4-FEET WIDE
RIGID BOARD INSULATION SHALL BE USED.IF COVER/S LESS THAN 4.50 FEET, 4 INCH THICK BY 4.00 FEET WDE RIGID BOARD INSULATION SHALL d
BE USED. • W
9.NEW WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED/N ACCORDANCE WITH PROTECT SPECIFICATIONS.
1 m a 1 R� III I I�I 1 1P I 10 PIPE BEDDING AND TRENCH BACKFILL SHALL BE N ACCORDANCE WTH PROTECT SPECM7CADONS REWIRED BEDDING AND BACKFlLL TYPES ARE O
INDICATED ON THE PLANS 0
1 - 1 "ILLS—I�-,—II 1_J LLOJJNE i ; ��+lfll E I Z
11.ALL PIPE FITTINGS SHALL BE WRAPPED IN B-MIL POLYETHYLENE/N ACCORDANCE WITH PRO..ECT SPECIFICATIONS o W J
i AND— ---
y m
12. THE WATER SERVICE LINES SVOWN ON THESE PLANS ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH Of EACH ' Q
--�- e -�- _ SERVICE PRIOR 7Q REMOVING THE EXISTING WATER LINE O W
1 _J-$St. I 1J. THE SANITARY SEWER SERVICE LINES SHOWN ON THESE PLANS ARE LOCATED APPROXIMATELY. THE CONTRACTOR SHALL VERIFY LOCA77ONS Q Z Q Z
AND DEPTHS OF SEWER SERVICES EXISTING SEWER SERNLL LINES MAY VARY IN COMPOSITION D SIZE FROM PVC CLAY PIPE OR OTHER L_YM---�ILJ - - I '.T �. I _ ❑_ I MATERIALS. W
SP Z W
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J'• y 1 /4. TRANS77ON TO MATCH EXISTING WATERLINES MAY REQUIRE OOOS COUPLINGS AND OTHER APPURTENANCES TO COMPLETE CONNECTION. • N O O (0
WATER LINES VARY IN COMPOSITION AND MAY BE DIP, OP,AND OTHER MATERIALS. SEE PROTECT SPECIFICATIONS.FOR CONNECTION REQUIREMENTS `
c OLf
O I I I NE V 1� 1 1 _ CONTRACTOR SHALL CONFIRM SIZE AND CONDITION OF EX/STAG WATER LINES PRIOR TO ORDERING CONNECTION MATERIALS 3 COQ
1S. WERE COVO77pN5 ARE ENCOUNTERED Wl/CN DEVIATE FROM(NOSE INDICATED ON THE PUNS OR/N THE SPECFICATILWS THE CONTRACTOR Q �, Q
CL
SHALL N077FY ME PRO OF ECT ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PERFORMANCE WORK. OL O
w I I 1 1 i I 1 16.ALL WORK D MA IERIALS SHALL CONFORM TO THE PR0.ECT SPECFICATIONS.
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7.CONSTRUCTION SAFETY D SANITATION FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED PER THE REQUIREMENTS OF
1h I AUTHORITIES HAVING.LL PROTECT • O Y
y 1B ME CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY FROM DAMAGE DURING CONSTRUCTION. ANY DANDLE CAUSED M � m
�-y--�m = I I O l,'__ �y OR CREATED DURING CONSTRUCTION SHALL BE REPAIRED BY ME CONTRACTOR AT 1*5 OWN EXPENSE. Z
L A 11L A JI�m m 1� vsl��ll l 1 INDICATES WATER LINES AS J 9. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PUNS FOR APPROVAL IN ACCORDANCE WM PROJECT SPECIFICATONS. �v Q Qj
LL--1��—�111LL_A ! ILLJJLL/I 1 1 1 SHOWN ON THE 1997 CITY t {{rLL
OF BOZEMAN WATER FAGUTIE I 20. ME C(N7RACip4 SHAG COMPLETE ALL WORK N A DESIGNATED ZONE(INCLUDING SURFACE RESTORATION)PRIOR TO£XCAVA RNG IN A NEW
PLAN(TYPICAL) I __ ___ WORK ZONE ALL OTHER RESTRICTIONS AND REQUIREMENTS STILL APPLY.
21. WHEREVER 18 INCHES Or VER17CAL SEPARATION BETWEEN THE NEW WATERLINE AND EXISTING STORM DRAIN AND SANITARY SEWER CANNOT BE Z MAINTAINED, THE CONTRACTOR SHALL INSTALL A BENTONITE CLAY COLLAR FOR A MINIMUM OF 10 FEET EACH SIDE OF CROSSING POINT. (�
22 ALL ABANDONED MAINLINES LA7ERALS&HYDRANT LATERALS SHALL BE PLUGGED WIN CLASS 3000 CONCRETE _AI 'o
ZONING LEGENDVALVEI V •
I I � 2J.ALL ABANDONED VALVES MUST HAVE TOP BOX SECDOVS REMOVED AND REMAINING SECTIONS FILLED WIN PLOWABLE FILL
Montana m�� -_
ZONE A
L--T---- ---L (� ----- -- 1 W�Q" RECORD DRAWING ``,Ij1�17rrBr3���'%
A101,E]
L R, 1 --------- %� %%�i% ZONE B /NFORMAT/ON P6'-I
I t 4-9-2001�i 1� r ZONE C
I NOT TO SCALE _Zst
al --- �al - I I -':i` ZONE D BASE MAP SOURCE �O'•..W °D•-yy`N..
I Stab 1 I i --i I I 1997 WATER FACILITIES PLAN ��'��*
ZONE E cnunoNuu
pl - cAUnONII1L HIGH PRESSURE GAS LINES
OVERHEAD AND UNDERGROUND
_ 1 IN THE AREA. LOCATE PRIOR
1 LIrhMWIb / � -�I F ZONE F i 1 / POWER IN 11iE AREA TO CONSTRUCTING THE CAUTION
----- i %/ t ---- + // NEW WATERLINE. EXISTING UTILITIES IN AREA
CONTRACTOR RESPONSIBLE FOR
SITE PLAN - CITY OF BOZEMAN UTILITY LOCATES PRIOR TO
Cl)
AND DURING CONSTRUCTION
WATER MAW RENOVATION PROJECT Q LL' d
NOT TO SCALE �--� Q E-' C+'J 00
V1 OD
GENERAL PROJECT LEGEAIO x d cO
COMMON ABBREV/A T7ONS x (Z o "t
ACP ASBESTOS CEMENT PIPE PP POWER POLE DETAIL & SECT/ON 1 Z
.. E7667AG MEW AEW ITE/NS ANG ANGLE PT POINT BUBBLE EXPLANA TIONS � O O Q
R 04 EXISTING WATER VALVE LOCATION PP■ EXISTING PONER POLE BLDG. BUILDING RED REDUCER — -- - " 0
EXISTING BUILDING --55-B�-- EXISTING SANITARY SEWER LINE NEW WATER LINE C.B. CATCH BASIN SO STORM DRAIN Zo
1?• ® EXISTING POWER PEDASTAL NEW WATER SERVICE LOCATION —INDICATES SECTION LETTER
- EXISTING PROPERTY LINE OR RIGHT OF WAY - -� — EXISTING STORM DRAIN LINE D.I.P. DUCTILE IRON PIPE S� SLOPE
.I.P. CAST IRON PIPE SD SERVICE STORM DRAIN SERVICE A�
B• EXISTING TELEPHONE PEDASTAL L� SURVEY CONTROL POINT / A'\ —('
- EXISTING EDGE OF PAVEMENT -GAS -- EXISTING GAS LINE `{-'
EXISTING TREES p NEW WATER CORPORATION STOP ELL ELBOW SS SANITARY SEWER 9 —_
EXISTING BACK OF CURB — G-- EXISTING IRRIGATION LINE 3 EXISTING FACE OF CURB hGUTTER ---H7iP--- EXISTING OVERHEAD POWER � �4 NEW WATER VALVE EOP EDGE OF PAVEMENT SS SERVICE SEWER SERVICE EXISTING SHRUBS ---INDICATES SHEET NUMBER —�
v { NEW FIRE HYDRANT FIi FIRE HYDRANT S.W. STREET WASHER W
GEOTECHNICAL DRILL HOLE LOCATION UGP EXISTING UNDERGROUND POWER GV GATE VALVE (TYP) TYPICAL ---INDICATES DETAIL NUMBER W
NEW CROSS —
� — — EXISTING EDGE OF GRAVELED ROAD --L1G-TEi-- EXISTING UNDERGROUND UNDERGROUND POWER LINE ZND TELEPHONE HORIZ HORIZONTAL � /
AL.P ITi NEW TEE UG-TEL UNDERGROUNO TELEPHONE 0
--W¢---- EXISTING WATERLINE, SIZE h TYPE -Uc-TEL(Fo)- EXISTING UNDERGROUND TELEPHONE-FIBER OPTICS LE INVERT ELEVATION UG-TEL (FO) UNDERGROUND TELEPHONE-FIBER OPTICS 10 _
� (SIZE k TYPE NOT SHOWN ON KEY MAP) Ti NEW BEND(SEE PLANS)
EXISTING SANITARY SEWER MANHOLE VLF. IRRIGATION --INDICATES SHEET NUMBER —W
Q EXISTING FIRE HYDRANT LOCATION �� EXISTING STORM DRAIN MANHOLE j I BASE BID SHEETS LF. LINEAL FEET V.I.P. V1IRIFlED CLAY PIPE
zi O EXISTING STORM DRAIN CATCH BASIN (MAX.) MAXIMUM WATER --INDICATES SECTION LETTER
ALTERNATE BID SHEETS MH MANHOLE . WITH A Sheet No.
w a EXISTING STORM DRAIN CATCH BASIN
W.S. WATER SERVICE
(MIN.) MINIMUM VERT VERTICAL 11 10 MJ MECHANICAL JOINT ---INDICATES SHEET NUMBER G-2
OHP OVERHEAD POWER LINE
2of16
KEY_MAP_BASE_BID.dwg 04/04/2001 09,25:52 PM PM MDT Copyright 0 2000 MSE-HKM, Inc., All Rights Reserved.
PLN 1R rSIGN Z 3 4 STA. 3+58.50 o �
A cij BASE _ _ RECONNECT EXISTING
INSTALL 8x6 MJ TEE w a
I � STA. 3+66.61 (PEACH ST.)
�+- STA. 1+77.86 INSTALL 8' GATE VLVE A. + .1 6th AVE. - WATER SERVIOE a T =
C.O. HORIZONTAL ANq.E POINT WITH BOX,RESTRAIN TO THE NEW 8' WATERUNE BASE BID >;
INSTALL 8' MJ TEE o m ¢
A INSTALL 8' 22 1/2'MJ ELL TEE WITH RE STL REDI-RODS. (TYPICAL) ZONE A C,
1 INSTALL FIRE HYDRANT ASSEMBLY a - i is
STATUE WITH 6' GATE VALVE & BOX • . -
2'e GALV. SIGNAL INSTALL 2 BOLLARDS. I .0 o c
11 CONDUIT. 3.00'DEEP SAN. SEWER & GAS ABANDONED IN-PLACE cr o
Z INSTALL 462.24 L.F. 8'
\,\ I ZONE A 1 �-t CL 51 DUCTILE IRON PIPE I SERVICES ARE BROKEN I Y o 0
W ZONE A I o 6 -
30d MI ifs MAXIMUM DEFLECTION PER s s I t
\\ t FLOWABLE FILL FROM 4 N 5=000o PIPE JOINT IS 3'(TYP) T1iE BULLET HOLE N i : N N
1 STA. 0+36.Ot p_ E5=0000 CZ_17nN WNo. a 515 PEACH ST. Ho N -— -_w
\. I TO STA. 1+77.66 - - 4i - - - - - - - - -p-p - - i - -�y 4" I of Z ¢z'.
1 141.66 LF.t __ '�� _ <;[w
rJ MAINTAIN 18' VERTICAL I o 0 o I �0da774. �- s z m W S.o
D_1 CLEARANCE BETWEEN \1 I I _ �000m I I T 3 CAPPED 3 �„s,o
NEW WATER LINE & t. I , __ _ A+ _20 N
EXISTING SEWER & ST \I I 1 I II • ,�zZx
(�) I SEE NOTE 2+00 3. I I CAP S I x
0.1-P-1 I I r Q`
I I \ 1 � 4+00 II --_1we' _
1______________ __ -........ -.i.- '_'-.-.i---
DPRSTONRlJ I I ss------------1�.-----. -r- .- N
.aDl /I•_._.
1 ; T._._._._. _._y�_ I _. ._._ •• --..r._._._._.-._._.-._.-._._._._._._.y._._._.- I STA. 4+39.8t
o ' ,„ i TOP ARROW 6 ___ I I
j IOxb I I I I - PE'ACH ST --------------��-----HORIZ ANG PT-- ----------1---- 0
R a I BOLT EL=4776.76I I •
I ��F`` DEFLECT PIPE t-
,o I I.. 1 . I I i I I i JOINTS Pr'ACf!ST. I z
1+
_ _____-�_w -� .. ,n. _j .„. —_ -_0HP_—_ —__—__. -- ._ _—_ _�—_____—__�___—__�___—____ —OHP— _ _—__ __ -- _—__— _ __—__—__—____- __ __ _ —__ O 0
___ 0HP--1--__ F•._i-'—__—_' ® I I PP I I PP `1 I I 1 o U
_ 2-LARGE TELEPHONE - _- V I - - - - - m �11 V
CABLES 1-s"r pPrs w Q
I
{FH i I 1Ox6 RED, 2' GALV. I o I ro I 4 END CONSTRUCTION NnuNr ) Y ZQ O¢ Z Q a `t
CONDUIT Puueox a
I bj _ STA. 4+99.Bt I o t� a W
I 1 I - �rw:cu) I o 510 N. 7TH AVE ^ II . P ir Q
'� ----� - - - I I FROM 1HEXENDN OF 7HE�EXISTING I I • N O Z Q W �
u ,oI I I e I I REDUCER &6N GATE VALVE STALL NEW xWITH BOX m P M v? O
I.
3 I I 4 I 1 CONNECT EXISTING WATER LINE TO THE ; • IIx �
I I i I • .. ••-• • II NEW 8x6 MJ REDUCER. REMOVE EXISTING , LL Z W
BEGIN CONSTRUCTION I I I I a e I I ; CORPORATION STOP. PLUG EXISTING RECORD DRAWING o 0 Z Q f_ ao
4 STA. 0+37.56t WATER SERVICE LINE TO NORTH _N_
I ! INFORMA TION W Q N
I 1 4-9-200f >_ W W OV
REMOVE EXISTING 10' TEE & 1 _ _ I I __ , I a � a Nco
APPURTENANCES. INSTALL NEW STA. 1+01.89 HORIZ ANG PT 1 _ _ -_ _ _ I 'C O
�- INSTALL 8- 22 1/2'MJ ELL —1� 1 I I � F—GENERL NOTES:— • U a: V
10' MJ CROSS WITH 2-10z8 I I 1. EXISTING BURIED TRAFFIC CONTROL < E-
SEE GENERAL NOTE NO.7 n W m
REDUCERS & 1-10x6 REDUCER I I I I I : I SIGNAL LINES. THE CONTRACTOR - � � Q
SHEET G-2 (TYPICAL) <
INSTALL 8' GATE VALVE WITH BOX I I 1� � I I SHALL LOCATE ALL LINES& LOOPS �'
RESTRAIN NEW 8' VALVE TO NEW j '.>, I I PRIOR TO CONSTRUCTION. COORDINATE N Q t-
10' CROSS WITH ST. STL REDI-RODS I �, _ •,, SEE SHEET P-2 1� 4 I I I SIGNAL LOCATING WITH STEVE ROBBINS w 3 �
CONNECT EXISTING WATER LINES I I f.ti1 i, - - FOR 6th AVE. I (CITY OF BOZEMAN 582-3219) AND o Q
TO THE NEW 8' WATERLINE 'C I I I DENNIS ZINDLER (MDT-(406)587-8808 6
� I WATERLINE I � I 20 0 zo 40 �
, k REPLACEMENT ; I OR 580-3839) A MINIMUM OF 48 HOURS scats feet Z
PRIOR TO EXCAVATION 0
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' I P-1.dwg 04/06/2001 01,58:12 AM AM MDT Copyright O 2000 MSE-HKM, Inc., All Rights Reserved.
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1 hl WHITTIER SCHOOL 4 END CONSTRUCTION j
TTIER SCHOOL _ STA. 5+38.7t. PERT ANG PT I I °
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1 INSTALL 8' GATE VALVE WITH BOX _
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1 I I 2 INSTALL 529.53 LF. 8' AND 8'x6' REDUCERS. I r
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1 I RECONNECT EXISTING REDI-RODS. CONNECT TO EXISTING
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WATER SERVICES TO - MAXIMUM DEFLECTION '+- I I • -
1 I STA. 0+01.17 I I '•f-'�G,.
1 V - CONNECT TO NEW B' MJ TEE THE NEW 8'WATERLINE PER PIPE JOINT IS 3• �'-NAI CHAIN
Wit.:•a.+w EL-477& CHAIN 11NK 8
1 SEE SHEET P-, � ) :',:•�:" - - N 4626.610 I rzNCE - - - bl 426 6th AVE
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4 OF 16
CALond Projects\4m229134\dwg\P-2,dwg 05/09/2001 10-09-01 AM MDT Copyright O 2000 MSE-HKM, Inc., All Rights Reserved.
C:\Lontl P1ojsch\4m229134\d q\P-2.tlrq,05/09/2001 10iW29 AM,HP-FULLpc3
STA + 4.73 4 LS S. l [� y
4 STA. 3+99.78 HORIZ ANG T �j I NNTNN 18' TICAL `.l
REMOVE EXISTING CROSS t - - - WILLSON AVE. - - - _
c L_ - APPURTENANCES. INSTALL 8x6 I I REMOVE EIQSTINC CROSS. L� I I EW WATER LINE D N +
INSTALL GATE VALVE WITH BOX N
I MJ CROSS t CONNECT TO EXISTING INSTALL 556.54 LF. 8' I INSTALL-MJ-CRO55 ANO - IXS I I ygWER t STORM U.S. MtESTI T c 6' WATER ONES. INSTALL 8' GATE p-1 CL 51 DUCTILE IRON PIPE CONNECT TO EXISTING 6' WATER I n •) 3 0 to 0
N£6A 11VE STA 110N VALVE WITH BOX. RESTRAIN TO INCLUDES PIPING TO LINES. DEFLECT PIPE JOIN "s .s n
CROSS WITH ST. STL REDI-RODS NEGATIVE STA. -0+06.54 INSTALL 6' GATE VALVE WI I Y UNTRACEABLE FIBER OPTICS � <' € .19
BEGIN CONSTRUCTION I rn I 4 FLOWABLE FILL FROM �C
STA -0+06.54 BOX, EAST SIDE OF CROSS ION 1 I 3�j CABLE. 7NE CONTRACTOR = • 'm 72
�`' *Z T CONNECT EXISTING _ STA. 3+74.8t EXISTING 6' WATER LINES 1 I I � I I ,U I SHALL CONTACT U.S. WEST N u o
INSTALL 8x4 MJ REDUCER. \ < _ AIER SERVICES TO Q 1� TO STA 4+36.6t RESTRAIN VALVES TO CROSS WITH m TO COORDINATE EXPLORAT I 0
REMOVE EXISTING 4' VALVE. 2 THE NEW 8• WATERUNE 61.8t LF. ST. STL REDI-RODS I N m EXCAVATION TO LOCATE PRI W -
INSTALL NEW 4• GATE VALVE i �� I I I L!J o_TYPICAL) _ : TO CONSTRUCTION. d
T-- ---- --- _ _ _ _ 1 W.& I (n u 6
WITH BOX. CONNECT TO EXIST. I ALLIED LAND _ I I '- _-- I - __1
4' WATER LINE. 0 14 S. 16 S. 1 g S, C PARKING
$ I 3 WILLSON AVE. WILLSON AVE. WILLSON AVE. _ do TITLE CO. --�1 _ _ i I O •
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b+Qp I SIGNAL� ----- --_ � _-_�6-_ I JOINTS. t GUTTER FROM STA o
-- _w4- I CONDUIT o j AXIMUM DEFLECTION -- I 1 -- - *-- -- 36-Ot TOE_ . 7+25.0t-- I °c
_--- ;, - - 1+00 I I 2+00 PER PIPE JOINT IS 3' 3+� 1 i b i .o LLJ
1 , I h '(y 1 ] �.:-� _ I I 5+00 1 Z � �
I el _N IIse r, I GRABS DONED 1 CUT t CAP EXISTING 4' I - i ' N � J Q +
I A � jIt\ S WATER LINE SOUTH SIDE �4+00 �� - o H �
g 01 `NOT'E: VERTICAL BENDS MAY BE 2-UNKNOWN A OF NEW CROSS. REMOVE I � b� 0
IJ I� EXISTING 4' WATER LINE ZON B ;, ZONE C g ABANDON HV PLACE = r1 V
I ZON B "i REQUIRED TO MAKE CONNECTION. CONDUITS o ¢'I ()
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TO NORTH. I *: k NI LINE ~ w - U )_
ll CHALET 3 �. �I I': - Is Q w O Q W U)
. STA. 0+78.17 HORIZ. SPORT$ ❑ 0 ❑ ❑ ❑ 31 ABANDONED I I b 3� „� M o Q d Q ed? O
ANGLE PT. DEFLECT -- - SIGNAL CONDUT 1 113 !. 0 m
4 PLOWABLE F1LL FROM PIPE JOINTS STA 0+90.06 2 13 S. 23 S. 25 S. 27 S. ,6 o m •
I 1 1 ; vnLLSON AVE. � Z � ~
_I STA A. 0+9 Ld INSTALL 8x6 MJ TEE WITH FIRE _ "LLSON AVE_VALLSON AVE. �WILLSON AVE. WILLSON AVE. 11VILLSDN AVM MONTANA 37 S. I 1 I < N O
97 STA. 0+90.06 HARVEST VN1LLSON AVE. ' . m
97.Ot LF. 2 INSTALL 2DU LF. =3 HYDRANT ASSEMBLY. INSTALL O F
� GENERAL NO �I ABANDONED � O
_I 6' 51 DU 6' GATE VALVE WITH BOX. 1. EXISTING BURIED TRAFFIC CONTROL Z 4 RISTALL 37.003 LF. 6- CL 51 I 1 EMOVE t REPLACE 144 S0. FT.t IN-PLACE m Q N Q
IRON PIPE S REMOVE EXISTING FIRE HYDRANT I ' v
U SIGNAL LINES. THE CONTRACTOR D-1 C-I - DUCTILE 9RON PIPE REMOVE EXISTING j ONCRETE SIDEWALK AND 12.00 0 3
ASSEMBLY. I, LF.t CURB k GUTTER AS NEEDED. Q
TOP ARROW BOLT - -- - -____ _ _�S_$-__ SI'1'Ml LOCATE ALL LINES t LOOPS J£' VALVE. INSTALL NEW 6'GATE VALVE o REMOVE t REIACE 3 Q
PRIOR-TO CONS TRUCTION.-COORDINATE---- - -MATH BOX-CONNECTED TO_EXISTING I Iv ,- EXISTING CATS BASIN o z1J r�j 9 I I
I ELa4795.52 WILLSON AVE I - - ¢ IW
REMOVE t REPLACE /19 S0. FT.t SIGNAL LOCATING WITH SIEVE BOBBINS BL�W�uTE�LINE WITH 8' FLEXIBLE � � AND LATERALAS 3 � W
CONCRETE SIDEWALK AND 14.00 (GTY OF BOZEMAN 582-3219) AND I �„ RECORD ORATYING NEEDED. (SIZEUNKNOWN) • O W Z �
LF.t CURB t CUTTFJt AS NEEDED. DENNIS 3839)R (MDTIMUM F 48 HOU 4 PLOWABLE FILL -
OR 580-3839) A MINIMUM OF 48 HOURS I ` I /NFORMA JYON a O CO W tp�T 4 TA 1+61.3t D-1 36.0t LF. I S 1 4<-9-2001 n > .
■ • ` _ INSTALL 8x4 MJ TEE t PRIOR TO EXCAVATION. wS �i �-- oi Q pa Q
BASE BID � _ - _ 2. EXISTING BURIED TRAFFIC CONTROL I ry
-4•�' Ir-VALVE-WITH BOX - - SIGNAL LINE&.-TILE-CONTRACTOR- - _ I II "
ZO B `. CONNECT TO EXISTING 4' SHALL LOCATE ALL '_MES t LOOPS STA. 4+44.10 I 'Q- !_ 2 O F
FIRE SERVICE VERTICAL BENDS PRIOR TO CONSTRUi:TM. COORDINATE REMOVE EXISTING FIRE I I I 1 ASSUMED 20 0 1 20 40 o Q
MAY BE REQUIRED TO MAKELOCATION
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G\Land Projects\4n229134\dwg\W-Ldwg 05/09/2001 09,49,04 AM MDT Copyright O 2000 MSE-HKM, Inc., All Rigbk Reserved.
' C:\:oM projects\4m229134\d1g\W-:.d1p,05/09/2001 09:49:42 AM,Hp_FUl pc3
or
4 i i 208-212 VICES I c
NSTALL 10a8 M CROSS DISCONNECTED, STILLI o
MAXIMUM DEFLECTION P ONNECT TO EX STING 10' I LIVE. BOXEI REMOVED I M +
PIPE JOINT IS 3' WATER UNE. INSTALL 2-8'GA T€ I I MAINTAI 18' VERTICAL .5 I I I J� I I
VALVES WITH BOXES NORTH k CLEARANCE BETWEEN _ REPLACE EXISTING WATER Q m
�OIITM SIDE OF NEW CROSS. NEW WA`IER LINE AND %R�
ICE IF NOT COPPER, n
RESTRAIN TO OSS WITH <C �. EXISTIN SEWER k ST ILE IRON OR CAST I---
RECON T EXISTING EGA-LUGS EQUAL GJ TW PIPE. I = • z o
c _ WATER VICES TO I I ( )THE NEVI 8' WATER UNE I 13 ! I I CAL) I � ¢
(TYPIC �� s i WIL S14 A W v 122 S. W caLLSON AVE. O I I i 202 S. 218 S. LLJ ;U.S. WEST_ L --- SON AVE. }� 4 iANALLSON AVE t Z
- \U!
- - - - I - - - - _ _ _
Ill
W 1 . 11-/LLSOAr AFL ,► I i ooPPat i 1 1 t l o <
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I I L_:�------------��- -- ---- - -- _ 2-EXIS�f1NO
O -L- -------- - g• _ ,d I I SERVICES. REPLACED i ;I • o
Q 1 NOTE VERTICAL BENDS -- ------'--�--- -- ---- m----"--- -----'--- - _-1- WLTH-COPPM- — -- ` J- ---- -- tD-
0 I i MAY BE REQUIRED TO ! ABANDONED j I 1 I I I Q
�L _ :MAKE THIS CONNECTION. 6- !I •- ~-�� 1 1 s- I t ~ $
�a— N- — — -g— — — — — — -- ----- ------- - -- --�-- — --- } �+ L t M REPLACED WITH ABANDONED t j 1 1 I EXISTING
` I 2' COPPER 1 I IN-PLACE 1 I EXISTING LEAD 1 t COPPER o
I 6 00 I 7+00 8+00 j \ SERVICE. REPLACED \ n b
Q + I WITH COPPER. t 110+00 W •
i_,_ .- F,-� \-, z g 8
° X i I At)1AR) b i� 9+00 h V p
11 q j I 11\ pg ; I I NOTE: VERTICAL BENDS Ia I ; R = m b
REQUIRED. SEE PROFILE .q EXISTING 3/4' Le
4}s
8: DETAIL BELOW. !,la COPPER I Z O Q (� O
Z - - - - uPl - - - - - I I -—�—_ �— _ _ _ Q RECORD DNA*N O 3 _ r
^ I I 201 S. ; 3 /NFORMA MIN o d a bJ a
_ STA 7+38.00 1 WILLSON AVE. I I v S 209 S. L R 1 l-a-2001 • 0)
C) STA 5+60.Of 4 a INSTALL axe MJ TEE WITH I ; WILLSON AYt a{ 279 N O
j TEE THE CONTRACTOR SHALL FIRE HYDRANT ASSEMBLY O
Q WITH 6x4 REDUCER. �� PROTECT EXISTING CURB REMOVE EXISTING FIRE I I ! I I " I 213 S. WILLSON AVE. m Q O
INSTALL 4' GATE VALVE & GUTTER FROM STA. HYDRANT ASSEMBLY. i I 3 F-
VATH BOX. VERTICAL BENDS 4+36.Ot TO STA. 7+25.0! INSTALL 6' GATE VALVE WILLSON AVE. O
I
1 I - I I ABANDON IN(PUCE o n
MAY BE REQUIRED TO MAKE WITH BOX. � � ,I EXISTING 4' WATER UNE a
THIS CONNECTION, Z INSTALL 14.00 F.-_6' I F. I �I I (TYPICAL) I I 3 W
I N IVcs
1 �DEPTH OF 4' WATER LINE) I i ZONE C ZONE C
IS UNKNOWN) - p- CL Sl DUCTILE IRON PIPE I o 1 INSTALL 500 00 LF. • O Q Q +
1 REPLACE EXISTING WATER 1 lid I`4' 16 DUCT t b WCT TELEPHONEI D-1 1 8 CL 511 TILE I A m IA
1 SERVICE IF NOT COPPER, REMOVE &REPLACE 91 SO. FT.! , IRON PIPE I I a, d
1 DUCTILE IRON OR CAST GRASS SURFACE AND 13.00 LF.t I I I BANK, ENCASED IN CONCRETE I N Q Z
1 IRON PIPE. 121 S. wILLSON AVE, CURB k CUTTER AS NEEDED. I� THE CONTRACTOR SHALL VERtF I 1 'BASE BID' �—?—� <
1 (TYPICAL) UNITED METHODIST O I PATH U.S. WEST THE EXACT O
1 CHURCH TOP ARROW BOLT 1 Ivs LOCATION k DEPTH PRIOR TO 20 0 20 40 0 V)
ZONE C, ; ZONE C, EL-4804.00 I BE�NNINC CONSTRUCTION I
d
- (TYFKCAL) IZIQW.-Q •tld• feat Z
U
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{ y I < 1 . :........ M1DE:RlGYD B[LlRO INSllt.4DOR... .,.... .... ;- ... ...._......,.. •-00::4fi 8 :i: ., rT. Ifs
PPE kl'1::
ABDYE Pf i d
t w
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4 4798 .. :1: .... 796
cO
60 N
• • •' ARIel ee.ee,.A�>R RIR�AI AI�I/••Ie
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>� -•..... ....:.........{.. ......•.........;.. .._... -- --- - �i MOT NN) CROSS BLOCK ♦- .'�,' ....................•
. ...... ... - •8' VALVE 7FMP1lST -
"♦::: BOX SHO
1. t. :i: :�':: ::1E VALNEB' RESTRAIN 10 D ♦: q.1.
1►' ?
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1 �±• -t- ANCHOR BDLT
CA
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4790 z. �: .t.. :�: :}-- �..._: _�._ ':_::._-._• '- ApA7NUM L£ArCTFlS 37 GT/.FT. IIK {
i : :.:.:.:.:.:.:........:..................... . ............;.:: - STOpI ANf7lA4 1..
:.... ..._:........:.........:................ _ .. ...... ... .. ( CAL) ._ Sheet No.
y................. ....
.... ....:.........:.........:.........:......_ ... ..... _ - ..
.... ..L.w ... .;.'C,,� �.._....................•---....., � 1NR1/ST BYOCIf
:........;....... ;........ ... ....... . coin c _.... .... ............:...................i...:..:..;. .:. `:.....
.... ........ :.. . . ..: L .
STRAP W/BIIUMINOUS �.� NOTE: ALL 45'MJ ELLS
'♦ NC TYP/AL
RE01 RODDED TO
.......ni: ::di::. ... :�i: :�,?:: :e?: :q :�:: .......,�.: :�,. :o•;: ::,�::' EACH OTHER. ........i::...... ..........
. qq .... .. ...... ..... `� ....._ /. .... ....... .. .DET l
4788
5+60 5+80 6+00 6+20 6+40 6+50 6+50 7+00 7+20 7+40 7+60 7+60 6+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+00 10+00 10+20 10+40 1G+60 6 OF 16
C.\Land Projects\4n229134\dwg\W-2.dwg 05/09/2001 09,49.58 AM MDT Copyright 0 2000 MSE-HKM, Inc., All Rights Reserved.
C:\Land Project.\4n229134\dwg\W-2.dwq,05/09/2001 09.50:16 AM.HP_NLL.Pc3
s
1 SSA. LL a 5
INSTALL 8
I I 1 J 90 1 •BASE BID'
?N MNNTAN 18' VERTICAL5 I I l � MJ ELL I I
wz CLEARANCE lEa N p_ MAXIMUM DEFLECTION PER REPLACE EXISTING WATER I ZONE C In &
i] NEW WATER LINE D PIPE JOINT S 3' SERVICE IF 0T COPPER, rL
CV I � I I a m `TYP) SEWER A: STORIA ' 316 S. DUCTILE IRON OR CAST I I ( • fr o
m I , 302 S. l , WILL SON AVE. IRON PIPE I I V I 1 h
I Ll
WILLSON A (TYPICAL)222 S. PARTIAENT APARBUILD NGST . ' o
� � A� BUILDINGS
_ _ _ _ - _ N_ < _ _3 _ _ a ; - WILLSON AVE -3 RECORD DRAW/NG z
4 1FORMA T/ON
S. /Lf SON AVd' 1 EXISTING STEEL ! EXISTING ION \ I 1 4t-0-2001 •
SERVICE.ABANDONED DESTROYED
LAJ IN-PLACE ! PIPE. DID NOT / 1I
w � d
V
I CONNECT. ,
I�I S. #111zSON AM � I I END CONSTRUCTION
O to _- F' j 1 i� »�o
----------
O NEW WATERLINE -�--- --�- ----soto' -------------- --�- -------- ---------- ---- -------- ------- —F- - ------------- —Sato-- --- --�------soto' -- STA. 14+88.99 • o �i��
ABOVE EXISTING EXISTING COPPER INSTALL ax6 MJ TEE INSTAL =
ul SEWER RVICE e• e• _—_ I I SERVICE • NEW 6'GATE VALVE WITH BOX s
� 7
— _—_ ON SOUTH SIDE. RESTRAIN TO TEE
+ +, I �1, .��� - I pH^y \.�, -mac'- --- ---�'6= WITH ST. STL REDI-RODS. CONNECT a„
O TO EXISTING 6' WATER LINES. a
1 11+00 12+00 I j 3+OOl j \\ t I 14+00 CUT t { I o
Q i CAP i ' I , •
1 I INSTALL 18.00 Lf. 6' CL 51 2
h-�\ '\--\-�+-H�--+F++t+�1+tr iS+00 D-1 D-1
� �-- 4" Q• DUCSIIE IRON PIPE
� ,I
i U
\ e I$� fi DIOSTING COPPER 1t! ! #I =I to 1 STA, 14+8&99 17.a't RT 4
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C-\Land Projects\4m229134\drp\W-3.dwg 05/09/2001 09,50-28 AM MDT Copyright 0 2000 MSE-HKM, Inc., All Rights Reserved. .10
C:\Land Projects\4m229134\dwa\W-3.dw9.05/09/2001 M51.05 AM.HP_NLLx3
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G\Lond Projects\4n229134\d11p\TR-l.dep 05/09/2001 0961117 AM MDT Copyright •2000 MSE-HKM, Inc., All Rights Reserved.
• C:\Lerb Proj.ets\4m222Q4\d.9\TR-1.d g,05/09/2001 09:51:43 AK HP-fULL_pe3
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4+80 5+00 5+20 8+40 5+60 5+90 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 9+10 9+80
9 OF IS
C�\Land Protects\4n229134\dwg\TR-2.dwg 05/09/2001 0961�54 AM MDT
Copyright 0 2000 MSE-HKM, Inc., All Rights Reserved.
C:\Land Gro,ecte\4m129134\Ewq\TR-i.ewq,05/09/2001 09:52:20 M.NV_rULL.pc3
01
'BASE BID'
I EXISTING 6' w/sTER I ZOW
AAAIII $ m
ws
UNE TO REM N n
I I I I I I I I I I I 1 < 2 t
1:)RECONNECT EXISIIN I I E I I �II
_I ws
MAXIMUM DEFLE60N WW8VICES TO; ABANDON 14 PACE I I •a0 I0
E_ T WA RE `PER PIPE JOINTi IS 3 EXISTING I
AL V UR
(TYPICAL)
~ 436 i3= 420 I 424 430 I I S.ITRACY AVE.I
S. TRACY VE. S. TRACY AVE S. TRACY AVE. 'I �
� 502 �
M I II �r� N I I I i II S. TRACY'AVE.
S. m�<rco
TRA A CY YA I S W
w+NOT roues DH 12J i S. TRACY AYE • o :
p i i e�-sera9r i o
� S71NC . EXISTING 8' WATER
to COPPER : a r- -�'- L-- --—cu°- !-Q � I LIME 70 REMAIN
o - -- - - SD — --SD-- r —NOTE VERTICAL4s-�-- - , ------av - ---- ----
- - tG+oo I- -BENDS REWIRED-- - 6_ �� ------- -------- 6 — RECORD DRAW/NG i
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Q 11+00 � tz+ ` e' _wr a,.r. __ 1 I-9-?00f o
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S. TRACY AVE. S. TRACY AVE. I S. TRACY AVE ! 1T� T 0 N fn
U �. TRACY AVE. I 4 END CONSTRUCTION I EL-4818.48 I I CD Q .. O
MAINTAIN 18"VERTICA - STA. ,2+3&00
Q AN INSTALL U6. MJ TEE. PRO ! U_ ~
-1 NEW WATER NE AND EXISTING FIRE HYDRANT ASSEM Y ZONE O I I I o Q '
SEWER d:STLT IN PLACE. ���EEECONNECT TO NEW 8'
(TYPICAL) WATER LINE) I I • �
I INSTALL B' GATE VALVE,W7N
I I BOX ON TH SIDE OF TEE.
y RESTRAIN VALVE TO TEE WITH 1 I I I I h m
Z INSTALL 9L97 L.F. �. I CONNECT TTTT)���EXISTING B' Z Q
a- CL 5, DUC,llE I WATERLINEI I I 2� 20 40RON 3 V N
ST. STL -RODS, ~o Q
REPAIR ALLI GRASS SURFACE OII 1 I I 1 tcde feet
ZONE- : I I I I CONCRETE -RIND IF DAMAGEDZ
DURING TRUCTION.
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9+40 9+80 9+00 10+00 10+21) 10+40 10+80 10+80 11+00 11+20 11+4D 11+00 11+00 12+00 12+20 12+40 12+80 12+80 10 OF 16
Ci\land Projects\4n229134\dwg\TR-3,dwg 05/09/2001 09,52,32 AM MDT Copyright O 2000 MSE-HKM, Inc., All Rights Reserved.
C:\Land PrcNct•\4nr229134\dry\1R-3.dwg,05/09/2001 09:52:56 AM,HP-FULLK3
< BEGIN CONSTRUCTION 4 , S
1 + IN V STA. 3+ea.ta s. TRACY AVE.) - , < , I �I L"BID ALTERNATE
'8 a< - STA. 0-1 FOR
TEE ISSINS STD) - - -— - -- - - _ - - - w o m
I sEE-Tx--t FOR TEE INSTALLATION— _ I ZONE E
I ! I TOP ARROW BOLT II < ii
Irsl 11 AINTAIN MINIMUM1VERTICAL5 1 E1�4B06.47 K U I V I it •I o
CLEARANCE BETWEEN NEW WATER
•n -- - I LINE AND EXISTING SEWER R STORM I RECORD DRAWIIIlG x -
I - INsrALL a}i6 MJ TEE 1 4S-A200t z u
SEE SHEET 7R-t I y (TYPICAL) I 2 I II �11FOIidMATIOYV
W 7ERL�E AVE I _ - - — -- - --—I WITH FIRE HYDRANT 1 y I I'
--STx-O+72'J0-- - _ ASSEIABL.Y�96STALL6� • - N.
REPLACEMENT I BEGIN BID ALTERNA N0. ABANDON IN PLACE I 1 2 INSTALL 3E310 L�. GATE VALVE WITH BOX 1
REMOVE EXISTING FIRE i
SEE SHEET TR-1 FOR VALVE EXISTING 4'WATER D- �z
atON PIPE HYDRANT ASSEMBLY.
{ B REDUCER INFORMATION. LING REMOVE AS I � _ ¢
I # 1 REMOVE REDUCER FOR BO REQUIRED. (TYPICAL) I INSTALL 15.00 LF. Y I �I I, NSTALL 24.Ot LF. 8' 2 z m s S
ALTERNATE NO.1. 1 BOARD
MADE RIGID CL 51 DUCTILE IRON PIPE
61 7 11 ( 15 BOARD INSULATION AT10N FROM 3 00' I I I o o
CURTISS ST. CURTISS ST. j CURTISS ST. m 70 NEW FIRE HYDRANT. g REMOVE d REPLACE 96 SO. FT.* o
o -GRASS-SURFACE OR CONCRETE SIDEWALK rc
MATISS STRd'BT / 1 E JSYM 3 4 - - EXISTNC 4 - - - - MATISS ST"AT t 25.00 LF.t CURB r!GUTTER AS NEEDED.
-- �: I # a COP�R a a al j
SFR%ACEB
i 1+00
' - INSTALL 7.75 LF. 14"0 o
1� DUCTILE IRON PIPE •
17
j 4+00 1 I WITH SOLID SLEEVE.
—_—_ _ __ CONNECT 70 EXISTING
REPAIR EXISTING STORM — — — — --- --- — — - — — — -- —1— -- —-— —-—-—-— — — — — — --- — — -- o V W<�
DRAIN AS REQUBtED TO I;Y. i . EXISTING O 3/4' 1 , 1 t 1 I N
INSTALL NEW VALVE SERVICEof, _ } m
Box Z E cl sewlecc
bw.s. �1
1
II I m � 0
< nl � TSQ�1.+20.00p
T8 rn� G5 RECONNECT EXISTING I CURTISS ST. o<�CDI II ANG. . WATER NEW e•"wSTERLINE I II - N- o 13 a
DEFLECT PIPE
I + I N- - - JOINTS - (TYPICAQ- 1 - - _ ZONE E. I I a} c*
I I 4 END CONSTRUCTION , , I � I •
i a MAXIMUM DEFLECTION PER _ STA. 4+16.42 I `
I v I I I I PIPE JQINT IS 3' REMOVE EXISTING 14' lEE t v 1 II ol
ol
< I < (TYPICAL) THRUST BLOCK.INSTALL NEW I �C
14XO MJ TEE INSTALL Or GATE I `
Rt I -I..; I I < I I _ _ --_ _ _ VALVE MAtH Box RESTRAIN VALVE
� I I 20 0 20 40
— ss scRl r� -"- I �� i N - --- - - - - I PROV►DEY1 iii SSPoa� I Dodo root z
PROFILE
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4792 ! :i:: 4792
..................................._ ... .... ... ._... - ...... ...... ....... .... ...... ................... ....... ...... .................... .................... .... ...--'- ----- --" Sheet No.
_ :.+.. .tx.: .r,;.: .n:- :.ra:- :'r%:: :r%: -rl. ..�}. { :+i: •:vs: ::ei:: ::IF: :ai: ..�; ::v::: :;o?::: -- _....................
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4790
0+0 0+20 0+40 0+00 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+00 4+00 4+2D 4+40 0011 OF 16
C\Lond Projects\4n229134\dwg\CS-I.dwg 05/09/2001 0963,07 AN MDT Copyright 0 2000 M -HKM, Inc.. AN tt Reserved.
C:\U,d Pmjvcls\4m229134\d,9\CS-:.drq,05/09/2001 09-53-29 W 11P-FUU—m3
i
I
i
STA. 0+36.63 4 I v \
INSTALL 8 CROSS WITH o
_ -6X8 MJ REDUCERS.INSTALL p
I 8 GATE VALVE WITH BOX - - - - I 1-— - - - - - - —— - - - I I i ' 18 GENERAL I. EXISTING BURIED TRAFFIC
RESTRAIN VALVE TO TEE _ SIGNAL LINES. THE CON pR o m m
N11H ST. S1L REDI-Roos rJ MA9iTAIN 18'VERTICAL ( I PARKING LOT
F 1-1 CLEARANCE BETWEEN NEW N.,�y ( Ll SHALL LOCATE ALL & LOOPS u
F I y WATER LINE AND SEWER 1 2 STA. 4+75.56 ( N PRIOR TO CONS COORDINATE `o_ ;
to I I i t Z OR STORM I _ INSTALL Elx6 MJ CROSS WITH I �+ I I SIGNAL LOCA TH STEVE ROBBINS 'i E
I'i I < STA. 1+05.39 2 ( �) __ _ _ —1.8x6 REDUCERS.-INSTALL- I (CITY OF AN 582-3219) AND
Z DENNIS R MDT- _
S ALL 8x6 MJ TEE W - —- -- — I - — 6'GATE VALVE_ WITH BOX I J ( (406)587-8808
Ld FIRE HYDRANT ASSEMBLY. MAXIMUM DEFLECTION m PR TO EXCAVATMINIO MINIMUM OF 48 HOURS 9
PER PIPE JOINT IS 3' RUNNING TIEAST ON BABCOCK I �STORMCDRAIN TIN G "Lj I I I IELEPNONE INSTALL 6' GATE VALVE REMOVE &REPLACE TYPICAL W INSTALL 2-6' VERTICAL 45' I PLACE TYPICAL s ~ ° Z
WITH BOX. REMOVE EXISTING STORM DRAIN I I I ( ) I I I (TYPICAL) e =
ZONE F e0onr s MJ BENDS& 6' SPOOL AS F
FIRE HYDRANT ASSEMBLY. s MANHOLE. a N 3 REWIRED TO MAKE CONNECTION. #e NOTE: VERTICAL IX (n •
(SHOWN ON RECORDS) BENDS & 6'SPOOL o = -
� / (NOT FOUND IN FIELD) I - PARKING LOT _ I I REWIRED Z Sa?u
fN
I N m< �
o + 2 0 ;o ��b�
000
00
1 SEE NOTE NI I INSTALL 8x6 MJ TEE WITH
_ •S. BLACT.4Yd' REPLACE EXISTING WATER ABANDON 9a PLACE /
—_ N0. / _ —GAS-_ ' _i I __ _ _ I _ ____ _ SERNCE IF NOT COPPER EXISTING 4- WATER I I S. BLA O FIRE HYDRANT ASSEMBLY. o
INSTALL 6' GATE VALVE
t j I I DUCTILE IRON OR CAST LINE. REMOVE AS / 6• a WITH BOX. REMOVE EXISTING
IRON PIPE. REQUIRED. (TYPICAL) e• FIRE HYDRANT ASSEMBLY, o
- -- - - �-��' FTYIIICAtr) --- - _-- _ - INSTALL 8'GATE VALVE WITH rn
T---- 10�-- ---- -- 10• -------------------------- 4.bto ----- -- , -- BOX ON NEW 8' WATER LINE, Q
e w • ;. ....,,,-,.. ... .. .. _ -yam 1�1. . ..1�-�. r--- -a-1- h-ti i-+r\t-Hc�'a+�i•-H4 A--,r•k i-1-ti V-'<-0 'etf' RESTRAIN VALVETO TEE WITH •
ST. STL. EDI RODS.
moo.- 241
+00 3+00 I I 4+00 \ i. (n
" 1 1 e' o F- (�
RED _ `sN
STA 1+27.13 ' o U W
INSTALL 8x4 MJ TEE CON I 25 S. 2 INSTALL 16.0* F. 6' I o _ Ld m OZ Col
o TO EXISTING 4'WATER LINE. O< {
to i �q REPLACE EXISTING VALVE I BLACK AVE- pt -1 1 Q 51 DUCTILE IRON PIPE I J Fgi
WING Z�Ir u)
�o F= AS NEEDED. q I e o <
= ON . f. N M N 4 TA. 20..00' 147't REMOVE& REPLACE UI • N F-
CONNECT TO EXIS ry
Ld I Z INSTALL 1 TILE LF. 6' 2 6'WATER UN 4789.Ot I 0 O
< EXISTING SIGN IN KIND f- -J �
47 I CL 51 DUCTILE IRON PIPE D- D-1 � REom CT EXISTING INSTALL 6' VALVE I AS NEEDED < m< Z 0
� - - - - - - _ WATER SFRNCES TO - - -YMTFi-BO - � �
OVE &REPLACE 88 SO. FT.* NEW 8' WATER LINE Lu
CONCRETE SIDEWALK AND 11.00 I O Q <
( ) 2 I 37.00 LF. 6' i Z
LF.t CURB &GUTTER AS NEEDED. I Z <
BEGIN CONSTRUCTION 4 SO st:R/RE____ -1 51 DUCTILE IRON PIPE }W
REMOVE EXISTING 4' WATER I ST 497.4f LF. 8' I , m ({
I y REMOVE EXISTING 8' VALVE. I LINE AS REWIRED TO CONSTRUCT 1 TILE IRON PIPE I I ZaNE F ZONE F • 0 �
INSTALL 8x6 MJ REDUCER & THE NEW 8' WATER LINE. ABANDON I I N
6- GATE VALVE WITH BOX. _ IN-PLACE REMAINING-"STING 4' - -- - - ---- - REMOVE&REPLACE SB Sq. FT.t I I m m d
CONNECT TO EXISTING 6' WATER LINE cYj j f <
WATER LINE I "BID ALTERNATE NO. CONCRETE SIDEWALK AND 8.00 j I o —T Z—� < ® I-
I I I FLOWABLE FILL FROM 4 LF.t CURB& GUTTER AS NEEDED- I < ` I o co
STA 0+0 .63t TO I I m
STA.1+00.00.97.4t LF. •�"�' 20 0 20 40
w 6 ad
so de feet Z
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97.41LF. FLOWA&.E.&C. ........:.... .... ......... ....... .i'.. i i:: i :i:': :'L..: �:^ .
... :............
... D0 - 7YPE �hl� �,t� �1.
N. .
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e .:.-- .... 3R u ,� �.. :.. .. i.:........ ��_ �_�� 47M ;:tea
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a yl a •31n: r*j ::OWN: :PFEEWE 3�a.e�t .#��' +- W .,�K*.,,•,...-..•�9`p
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W WATL7i$ERYICE
o ......__.......:...................:...........'. .. - -:. .. - .....:.........•.........:.........: ..... _ ..SADDLE. CONNECT TO-. ... .. -... .. - W
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a .... ................. . . .........:........ ..........:.........:.........:.. ...-- .... .. - ... ...
S WATER LINES,
.. ... ..
AF.MA/N:.ST.:.d.6Y ApC.ATE2...................: ..................-.......
...:...................:..................
MEASURED.S :... .... .... 4782
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a:. .....r.:-..--...o:.....�..a ...:o:--... ..:a.. .:.Lr�:........n:.... .:.nc'::....:ti.... - ... .... ------ .. ------ - ... ...-- - . ........ ...- .. '-- Sheet No.
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........
4750
a 0+00 0+20 0+40 0+60 0+60 1400 1+20 1+40 1+t0 1+80 2+00 2+20 2+40 2+00 2+80 3+00 3+20 3+40 3+60 3+10 4+00 4+20 µ40 4+60 4+8p Epp t 12 OF 16
5+20
BL-1.dwg 04/05/2001 11-34.22 PM PM MDT Copyright O 2000 MSE-HKM, Inc., All Rights Reserved.
A-
i
'BID ALTERNATE NO. ; ;I
STA. 7+79.8t 20.00'RT 3 '
RE CT EXISTING 2 G1 I i CUT k CAP EXISTING 4 _ Zom F e m 0
WATER LINE ON NORTH SIDE.
WATER LACES TO - INSTALL z6 MJ TEE PATH Fq (u INSTALL PLUG h THRUST BLOCK o
THE N 8' WATERLINE I FIRE HYLX�ANT ASSEMBLY. I .� I ON EXISTING TEE. (SHOWN • :s Ti
(TYPI ) INSTALL GATE VALVE I GRAPHICALLY)
rJ MAINTAIN 18' VERTICAL I }� I I MATH 80X1 I O I i i °-
j s D-1 NEW WATER L E RANCE D § t i I s Z_) EXISTING SEWER do STORM I I 1 I 202 Y a
C0 (�) BLA MORE I I I I S. BLACK AVE.
(� ELKS LODGE/PARKING I ', q q APARTMENT COMPLEX T o f a
= I z
S. BLACXI All' ; z
ERAL NOTES o ;
I j CE j - 1. THE CONTRACTOR SHALL MINIMIZE
o
I EXISTING 4' WATER LINE. I I TEMPORARY DISRUPTION OF THE •
S BUCA.4Vjr i ,`i I REMOVE AS REWIRED. j �I '� I EXISTING 6� FIRE SERVICE TO 1HE _
* �� ( ) SS-L-- I e� - -- - - OF 4 HOURS.. THE CONTRACTOR
MAXIMUM
TYPICALFEDERAL BUILDING TO A
O -c-
----_—_--� _ - --_------ ----------- _-fO'-- --�----- spfM-- SHALL COORDINATE WITH THE FIRE u
0 ---- '----------- - -- -- ---------'- ----------------- SD -----
0 1 DEPARTMENT PRIOR TO DISRUPTION n
4� ��--- OF SERVICE. P
+ 8 —
th 1` I 6+00 7+00 a I 8
IL.
fH o J
STA.14
7+66.6t m
H "A: . 5+86.0* 4 �Ij I REPAIR STORM DRAIN
s i POST OFFlCE/FEDERAL ING of O Q 0 u41
j g TA �4 MJ TEE. I i IF DAMAGED DURING Z Ir Z 4 ir h
'^ o P GATE VALVE I I CON TRUCTION RECORD DRA WNVG ° Q i1 Q W
W $ NGX. CT�E g REMOVE REPLACE EXISTING I I N INFORMATION F-
J TA. 11z8 MJ TEE SIGN IN KIND AS NEEDED. e e e e II I 1 N 1 4<-9-2oot • Ilj Z 0 (D
CONNECT TO EXISTING I O I O O
= 6' FIRE SERVICE TO I m Q ~
U
FEDERAL BUILDING 2 INSTALL 16.6* LF. 6' TFIRU ZONE W W> Q
QSEE NOTE NO. 1 D_I D-1 CL 51 DUCTILE IRON PIPE I o O OO Q 3 S
� REMOVE d: REPLACE 48 SO. FT. I I : } W z F- O
C CRETE SIDEWALK AND 8.00 r m ���fff CC W O
CURB k GUTTER AS NEEDED. I I O 11J
Z INSTALL 259.4t LF. 8' I I f a W
1 _ _ CL 51 DIlC71LE IRON PIPE AI ASS SURFACE IN KIND. I j III I n m r Q
ZONE F
I 4 S + TICS
TR CTION ' NTELEPHONE LINEOTE: THE N SSHOWN �Z--� `�•' ¢ ~
STALL PING 1•E I APPROXIMATE. CONTACT I a U
8' NG VAL BOX U.S. WEST FOR EXACT 20 0 20 40 0
LOCATION PRIOR TO BEGINNING Q
T CI y r CONSTRUCTION. scale feet z m
O ° fn
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5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+50 6+80 7+00 7+20 7+40 7+60 7+80
13 OF 16
Copyright 0 2000 MSE-HKM. Inc.. All Rights Reserved.
BL-2.dwg 04/05/2001 1137,32 PM PM MDT
L�
NOTES' •SEE O.S.H.A.SAFETY AND HEALTH REGULATIONS FOR EXISTING ASPHALT ASPHALT THE W31 RESTORATION ZONE
1. ALL EXCAVATON DEPTHS OVER 20 FEET MUST HAVE SLOPING CONSTRUCTION.SECTIONS 1926.651 AND 1926.652. SURFACE a BASE u a
OR BENCHING SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL COURSE TD REMA PLANT III%ASPHALT
ENGNEER. I SURFACE COURSE 1 a
b
2.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT.THE
PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A
MINIMUM OF 12'FROM THE EDGE OF THE TRENCH OPENING. m
WHERE NEAT LINE IS LESS THAN 3 FEET FROM THE EDGE OF ra O ;
c
c
EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE • m `2 «
AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND
EDGE OF PAYMENT. j I /�\ /� /.//�\/� u �'d
3.WHEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS SHALL /� ,f i
BE BACK SLOPED FROM THE BOTTOM OF THE TRENCH.(TYPE 1 \ \ REBAR ANCHOR hGGG Y
EXCAVATION).• �� O y _
'\ 1 1 MINUS CRUSHED
VERTICAL TRENCH WALLS \/ AGGREGATE BASE COURSE
MTH SHORING TO CONFORM _I \� ' - --IN O
EXISTING STREET 10 O.&N.A.REGULATIONS. EXCAVATED 1 FOOT CUT-BAOR \
SURFACE TYPE 2 EXCAVATION.• MATERIAL ASPHALT ONLY \\ .
SVBGRADE OR (BOTH SIDES) // I \- `1 - -C" • "
GROUND SURFACE \ e \,. o t3 t] 2
Z I. Yi
IF- 12" Td' YARNASE \
wn. I 6'MINIMUM OR 12'MAXIMUM
Wl X TO E COURSE
AGGREGATE w I CONC. ANCHOR I 3 O
\ I \/ RAY COURSE --JI �.11 O o i.i'l.
INSTALL DETECTABLE WARNING TAPE \ \/\ � o \\' A" -
/ 16'MAXIMUM DEPTH.(OPTIONAL) / O p O O 0 0000 r/ NOTE:-- O
O 00°00 00 OOS
o COAT RODS 1N1H "KIPPERS'
a Qa Oo �QpO00 // HER PIPE BITEMASTIC
EQUAL. NO. 50 COATING °
BACK SLOPE AS SPECIFIED 1�\\ �00QO o,
CONFORM TO O.S.H.A REGULATIONS.• TRENCH 111DT1-Q0.OF PIPE 0.LS 2 FEET / !� �nOOQ - 00
TYPE 1 EXCAVATION: (NO STEEPER \ MINUIUII TRONa WIDM-35 FEET / j E�"O op 00 \ VALVES 12 INCHES AND LARGER
THAN 1:1 SLOPE EXCEPT FOR ROCKS). \ / a o ° $� WILL LIE HORIZONTAL DUE
O o8 o QOOo O \\ TO BEVEL GEARING. •
O o
TYPE'A'TRENCH BACIRFTLL
THRUST BLOCK DIMENSIONS
_o a0 mo�oo_ p ASPHALT & AGGREGATE BASE COURSE ANCHOR 15o PSI
W � -�—�
TYPE'1'PIPE BEDDING pOo OO4n.
U°OQ ASPHALT BASE COURSE 3" MINUS ROD VALVE z cr z F.
O STREET LOCATION SIZE a;
IMPORTED 3/4'MINUS SELECT Q OQO O SIZE "A" "8" `C` c a, W
BEDDING MATERIAL.PLACED IN o 0 0o O O O THICKNESS THICKNESS PIT RUN
6'MAXIM 11M LAYERS AND 00t O �QoO 5. 3" OF 3j4` MINUS 21` OF 3' MINUS PEACH, ;iXTH, S. Vdu.SON 3/4" 6' k 8" 2'-0" 2'-0' 2'-0" • N O
THOROUGHLY COMPACTED. 000 00O �0O Tg CRUSHED BASE PIT RUN AND S. BLACK
O 3/4" 10" 2'-6" 2'-6" 2'-0` O1 5
QO03" OF 3/4" MINUS 12' OF 3" MINUS CURTISS & S. TRACY m Q O
TYPE'2'BEDDING WHERE op
REWIRED FOR SOFT OR \ CRUSHED BASE PIT RUN 3/4" 12" 3'-0" 3'-0" 2'-8 W >Z W
UNSTABLE FOUNDATION.
3 0OQ
"( 4" FLOWABLE NOT M.D.O.T. R.Q.W z Tt., N. 7th & MAIN ST. 1 1/6" 16- 4'-4" 3'-0- 3'-0' Q
\\ FILL APPLICABLE (SEE DETAIL NO. 4, THIS SHEET.) 1}L-� W W J
/ NOTE: Pressures shown above are maximum working pressure in system. e- CC N W
\ \ \ \ \ \ \ \\� NO Lo
TES:
THE EDGE OF ASPHALT CHIT-BACK IS LESS THAN 3 FEET FROM THE 12U W�(n
GUTTER OR EDGE OF ASPHALT,THE ASPHALT SHALL BE REMOVED TO THE GUTTER r
OR EDGE OF ASPHALT AND RESTCIRED.THIS EXTRA SURFACE RESTORATION SHALL N Q
BE FOR,BASED UPON THE PROVISIONS INCLUDED N THE MEASUREMENT AND
PAYMENT FOR ASPHALT SURFACE RESTORATION. DETAIL - THRUST BLOCKING FOR Y
f
('11 DETAIL - TYPICAL UTILITY TRENCH 3 IF THEEXISTING PAVEMENT
T1 COMPOSED OF CONCRETE,THE I FOOT CUTBAgK IS
SONLY T �ASPHALT. D-T WATER MAIN VALVES
p-1 SCALE :NONE
2 DETAIL - ASPHALT STREET SURFACE SCALE :NINE Z
-T RESTORATION
SCALE :NONE a
puuun��
e�gH�P*-t133,y�.
WCORD &?AWBVG0. otvi
AWORNMAT/ON r— �' ' C05 ea
ExrsTNc Al 4-9-2001 HD VERTICAL REQUIREMENT
ASPHALT I
SURFACING /j.'R
TYPICAL " OF 11
( ) ANT MI%gSPHALTPf,/PL
SURFACE COURSE y,'*os nYFa vww J� O O
1Y MIN..
10'MIN.
(TYPICAL
NOTI& PARALLEL.ARRANGEMENT �
FP 1. FLOWABLE FILL SHALL BE USED IN ALL PAVED AREAS THAT FALL WITHIN O`
jX d ° e - .�\�\\�j�\��� THE MONTANA DEPARTMENT OF TRANSPORTATION HIGHWAY RIGHT OF WAY. ��-�/ � „�,"I �
\ e 2. FLOWABLE FILL SHALL. BE POURED TO WITHIN FOUR (4)INCHES OF ASPHALT r�/` 2� =
SURFACING AND ALLOWED TO SET FORA MINIMUM OF THREE(3)HOURS I ci t
NON-SHRINK PRIOR TO PLACING ASPHALT SURFACING. /�� L .44
BAOCFILL I--1 1--1 ��""R co 00
3. IF THE ASPHALT SURFACING IS NOT PLACED THE SAME DAY, SLURRY SHALL Fi00
BE POURED TO THE TOP OF THE ASPHALT SURFACING, AND A MINIMUM OF tB'WIN. OO U00
PIPE . fA
THREE(3) HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ON THE SLURRY:
- 14 PRIOR TO PLACING THE ASPHALT SURFACING, 4" OF SLURRY MIX SHALL BE r� -EXISTING PI E 00 dN
° - \ REMOVED, AND THE EXISTING PAVEMENT SQUARE CUT TO A MINIMUM OF ONE (1) __ __ B MIN r NEW PIPE "� _ 10
FOOT BEYOND THE TRENCH LINE. + O 7.
J 9 • \ yL 4. ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING THE `EXISTING PIPE " 7r�• N O
1NA1Elt POE PERMANENT ASPHALT PATCH.� o
>, ,y O �SODO°oO ODOp°OO \/ S. A MINIMUM OF FOUR (4)INCHES OF HOT ASPHALT SHALL BE USED FOR THE CROSSINGS O
BEDDINGIMPORTE 3/4'ALPMINU SELECT
BEDDING MATERIAL,PLACED RH \ O po O 2�aO 0 � PERMANENT ASPHALT PATCH. COLD MIX ASPHALT MAY BE USED AS A TEMPORARY
6'THOROUGHLY
LAYERS AND o 0 o p �l PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE
Q 6'MAXIMUM AYERSACOMPACTED. 00 O OO 1. Spedf.Montana Deportment of Health and Environmetlal Sciences approval is r quired far horizontal
i0 (� w p mail
We.than 10 feet and for a vertical separation distance of les.than 1.5 feet between z
Ooo o��oo \\ a a g w;y:ewer mail. -
c °Oo$o pO pOQ ogO /\ 2 No nuption to tt»r minimum separot"wn reguiromen�(vent(cal«h«i.onloQ is permitted when lM esrage cc
ti 00 O O \ wrtrnq pipe a a force mein. MI crossng.snae be arranged sa that the Nrer main or sewer force main
O 00 3% ant.w11 be equidistant and as far a.possible from ns water main being crossed. W
Where lee.than 15 inches of vertkal separation has been a pproved by both the CRY of
Bozeman
and the
Montana Depotmem of Health and Environmental Sai.....the new grovlty—,main,or the new water I eF
gmain,at lne crossng shall be made from a full length of pps centered an the c o ing, and the erasing V
°ogle shall be opRosimately 90 degrees. New gravity sewwr moire oss;ng within 18 inches of a n or � W
ae,_g rater—in must also meet or eec the requirement.of 'Recommended Practice for Low-Pressure
Air Teeing of Installed Serer Pipe'( eed UNI-B-90,or latest version),
v4. 'E'a the longest awalable standard length of pipe as supplied by a pips manufacturer.
5. Adequate structural support f«pipes at crossings shell be provided.
4 DETAL - FLOWABLE L Sheet No
FL
o-T SCALE:NONE 5 DETAIL - WATER & SEWER D�1
0-1 MAN SEPARATION
SCALE :NONE 14 OF 16
D-1 cleg 04/05/2001 11,45-03 PM PM MDT Copyright 0 2000 MSE-HKM, Inc.. All Rights Reserved.
STEEL POST MARKER News
PROPERTY 5'LONG,PAINTED BLUE PAINT POSTS
y
LINE OR
EASEMENT S'-0 YW. AS NOTED
UME TO BACK OF CURB BELOW 0 t
5 1/2'BOULEVARD
(TYP.) T T =
STREET SURFACE Y INSTALL PLUMB WITH I O m
/-5'SIDEW'ALK GROUND SURFACE PUMPER N0221f n
(TYP.) FACING STREET Q „ 3
T /LJlG14%111r7. :� NEW HYDRANT,MUELLEER • n o
SUPER CENTURION 'u
CURB BOY-
YODEL 250. Of u C
MUELLER MIN.♦'-0'CLEAR ALL V _
I EXTENSION AROUND(TREES.HEDGES, w d
TYPE BUSHES,ETC.) _ 1K 0 -
6 1/2'MIN. ' V
CWEA ADJUSTABLE SCREW
ELEVATIONS AS SNpYN O TYRE VALVE BOX i f
SEE DETAIL �_6 ABOVE OP OR \`RH
u0 ` z
BELOW ("CAL IXC'EPT IN SPECIAL O
rAr er coNIRAz:Twl CMCUMSTANCES WHERE CITY HIS / CONCRETE(TYP.) o ; o u i
NEW CORP STOP APPROVED ALTT7CURB LOGTKI) GROJHO CANE ® • z�
CURB STOP
MUELLER
2
0\ O
`'� B"I.O. HEAW-DUTY STEEL PIPE
1It FILL WITH 2O00 P.S.I.CONCRETE
WATER MAIN / ^T
BASE MATERIAL) UNDISTURBED '4 _ AT
EARTHO1
.l� Nl 6.5' :.:VER p
•
DETAIL OF A COIB101MOKIN STOP NEw 3/4'De.MIN
PROPERLY (WRLQ) /� / // '/ a5Tl1e VAnes Molt Y Y"iie
INSTALLED / /TION /�/ / // // EACH LOCATION 66
STTOP�SHOWING / // // / / - __ U
GOOSENECK IN // // / /� - i}I 07 W Q
SERVICE PIPE SF�x6cE APE •• I ' J
SINE a nE e"a s, DlTC76E Rdl O Q
/ (/ Z
TO AWN IrHE 21" o Q 0- Q W
`` Sh O Q
1 S '1K' j • a Z Z
♦ OO RE E D TO CTION h3 Y1this.. JOINT AS REOUTAM FOR a O cOc
OMFT.AL HORS: b. ' $ "^ PIPE SPECIFIED M Q G
n 71 3 O/c ,{`Z<
1. WAXER SEMILC""s 9WL HWE A MNIewIM a 1/2"OD"CO40M IF SIAEa rAW THE I.1(6TINc ONION.su."E fX(.t➢T"Ar RW0,DIAL RE `; - ' L) .0 `
4FASlYED IAOM CEN1E11 UKE DTEET CRAOE sh.SONIC UN.AR[WU al A STREET—WNM MAs AN URIEL SIM. WARR�N1(.0 TIES , .Ave i .. `�•,\ ' , N `�
sHAll SEER A WNEii I T L O ruaT IIED AT E IN STOP. �,6-MXAM•CATE VALVE NOTE:POST NOT REQUIRED WHERE NATURAL BARRIERS EJ(IST. o N J
z. rzle SERVICE IY16 DtALI eE YlsrAum WHEW[SIUWN ON THE WMIWNcs a,W sPEanEp. FLANGE JOIM PLANT POSTS WITH SHERED WHERE M MLTAL BAR IERS GLOSS jjJ
J. IN sEAE eE 1'NV. AusE 1—r l' SERWCE ARE. MIN.1/2 CUBIC YARD WASHED GRAVEL COATING.SS WI RED(B42 WIL 62 MLTA). • O W
1. 11051 CASES OKY iMo SANNIt!AITA DOP Mel lE REpHREp w1111 A Sfl/!IRArAsnON CpRVNG 1p REC'(NNCCT h m
THE EXISINC SEAYFS 1D M NCw[IA101 UNC
D. N CA5THE6 wNCRE wHCRE WATER sElse:E StUiS ARE NOT REOUAED,THE DENIWLIOI SHALL Qa IME L111snrAa[INTER SERACE FIRE FTYDRANi A$$E1BLYUj
PRO
AND OO*doT TO O. Q
APPROPRIATE 12N4T, M NEW WATEW LYE—LE-THE OWTluripr SNNL VIDE All APPURrOANCES
REa1NRm TO DOMRETE TINES[ N
CWIECTIONs.
DETAIL - WATER SERVICE LINE _2 DETAL - FIRE HYDRANT 3 DETAIL - FIRE HYDRANT
D-2 SCALE :NONE D-2 BARRIER POSTS
-2 SCALE :NONE SCALE :NONE °
z
a`
(w
ALL FITTINGS SHALL BE MECHANICAL
14rSTTNG WATER LINE' OTHER
WITH 5/{"TIE TO D IN EVERY EXISTING SEWER OR ST:;R.N.
/ OTHLR AVAILABLE BOLT HOLE /
�cl MEGA-LUG JOINT RESTRAINTS OR zN•Nsr NNr>A -
J EOVAL" 111111///I/A
WORD'WATER" FINISHED CNA:;' z - �N2:'
ON TOP
'Z: W 2
ZZ
\ F � +r+III/1111111
VALVE BOX • - :!Y! "+ � �
/{RE ANCHOR RODS 'C-S C — - -
B III. WITH; .US
COATING • iY= a: }•'+.tr 81�CKFlLL WRM ',. " k... CV
POLY-WRAP (IYP. ., . 5-rY'PLOWABLE FILL .. ,
rl r.. .i:d..
-� .,�_�v,r_, aR „i:.riE ' Anre nledrEenu£ 11X tfD
w«cuAvo B°'PMf'°PoSrS .y, .-1 m
GATE VALVE AHr so REOI.v+ID
(SEE PUNS) GRAVITY THRUST BLOCK =L�':A(�h.��;ss•C`:;� .i ss'rr'�'4 (n
B"WATER LINE.CL 51 It CL 52 Ee¢ I as Q E� CO kn
DUCTILE IRON PIPE (6-.B"k 12-)
Nlluu a-ssmE �°a 1� pj
s;ao: x a-OD
• , O CLAN I Z �
€ U) ., IN
CONCRETE THRUST BLOCK mEe NaaEAlm �r m0 to
' NOTE: SEE PLANS FOR VALVE LOCATIONS RECORD DRAWW G ' s< :� `"` :<A•� �;� •" DaAtt Af.
/NfO,!AIwwa
t 4- 2001 "�`�XNr� PE
�rc
0
V W
3 W
NOTES
�Z�■
1.POLYETHYLENE ENCASEMENT IS REQUIRED ON ALL DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED. w-off hydrants shall be non-freezing,eed drdink,g Type with a 6.5'bury. The hydr .;if I. 'V V
mrthed with 2"F1P Inlet, non—turning operating rod,and shall open to the left. AI the —
NOTES: TO- O&ng parts sholl be of bronze-to-bronze design,and be serviceable from above grade wit W
2. VERTICAL CLEARANCE OF CO S NOT ON TO
FOR SEWER k STORM SERVICES.REPAIR ANY DAMAGE digging. The utI t shall oleo De bronze and be 2 1/2"NST. Hydrants hall be IocAoble and N
1.POLYETHYLENE ENCASEMENT 5 REQUIRED ON ALL DUCTILE KLON PIPE AND FITTINGS AS SPECIFIED. CREATED OR CAUSED BY CONSTRUCTION TO TI/ESE EXISTING SERNCES. be Nainguord/77 as manufactured by Kupferle Foundry Co.,St. Louis,MO.or apprawd equal,
Sheet No.
5 DETAIL - WATER MAIN CROSSING D_^
SCALE :NONE
DETAIL - WATER MAIN VALVE 8L BOX � DETAIL - STANDARD BLOWOFF
D_p SCALE :NO SCALE D-2 NEW OR EXISTING SEWER MAN D-2
�� HYDRANT 1
SCALE :NONE Jl 15 OF/6
aD-2.dw0 04/05/2001 PH PM MTIT Copyright O 2000 MSE-HKM, Inc.. All Rights Reserved.
a
UNDISTURBED
EARTH
vUNDISRBED7 o �
EARTH(mJ �_ •5"--{I . B n
2 I DEPRESS CURB TO THIS LINE FOR - < 2 ;
CURB DROP. THE TRANSITION / - • ,s «
r LENGTH BETWEEN A NORMAL CURB \ M
.. 4+ TOPS01 3 SECTION AND A OROP CURB SECTION \B J 0:
P.) ° , 4'R SHALL BE 3' MIN,5' MAX. +�5
CONCRETE THRUST r e 3 \ ,A REDUCER $ d
BLOCK (rYP.) w GLAND I �f
1.5" 3/4"TO 1'SIAPE
MIN. 0
MU CLANG 1 . ° UNDISTURBED EARTH y! WW
D.I. M61 DLO D.I. .Ad
PIPE TEE PIPE PIPE
s` �sgo
3 C,
VALVE CRUSHED°GRAVEL�B4SE o x
MJ GLAND D.I.
6" MIN. - - -
PIPE �`
o
oe o
TEE TEE (Plugged)
BEND
0
® COMPACTED SUBGRADE DIMENSIONS FOR THRUST BLOCKING
X Mel.CORROSION RESISTAM ALL THREAD o F
MJ VALVE INSTALLED I ROD,CONFORMING TO ASTM A242-e1. NOTES: o
HOLES(T IN HALF THE AVAA. rLL BOLT FlT71NG TEES k PLUGS 90'BEND 5'BEND 4 WYE � U
DESIGNED
(D TO WHERE NECESSARY,CIAlAPe1C LlOS 1. Subgrads Or base course com action shall conform to section 02230(M.P.W. Specs., 1996 ad.) SIZES A B A B A 22 1 2 BEND m W (n
DESIGNED TO in DUCTILE-40 SHAM.)VMPE,AND P B A B
CONFORMING 1D ASTaI SREST SHALL eE USED IN 2. Controctlon in
MI CLANG CONJUNCTION WITH THE RESTRAINING RODS. joints shall be placed of 10' Intervals and shall have a minimum depth of 3 4' and minimum width of 1/8 3+ k 4' 1'-10' 1'-5� 1'-10" 1'-6' 1'-8" 1'-0' 1'—T 0'-6'
D.I. LL MJ
PoPE 3. 1/Y expansion joint material shall be placed full
all P.depth
of he c, curb returns and at not more than 300' Intervals. The 6" 2'-3' 1'-11' 2'-8' 2'-4' 2'-0" 1'-8" V-9' 1'-0' d Q W
expansion material shall extend through the full depth of the curb and gutter. 8" 3'-0' 2'-6' 3"-6' 3'-2 2'-8' 2'-3' 2'-0' 1'-0. o° f— 0 4. No curb and gutter shill be placed without a final form Inspection by the City Engineer or his representative, 10 3—B 3-3 4-4 4-0 3-3 2-10 2-5 2-0 • Z Z
12 4—3 4'-0- 5—1 4'-1 3—10 3—8 2—9 2—6 Q 0)
5. Concrete shall be Class M-4000. 14 5-8 4-1 6-9 S-0 5-0 3-8 3-7 2'-7 m Q R Q
8. Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS, 1996 ed.) 16+ 6-3 4-10 7-8 5-9 5-9 4-2 4-5 2-9 3 O>Q
NOTE: SS.c
THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE o W N J
1500 PSF SOIL BEARING PRESSURE a y_J
1 DETAL - TYPICAL O DETAIL - STANDARD CURB & GUTTER DOUBLE WRAP ALL FITTINGS DOUBLE WITH POLYET 'LENS U�m �D-3 VALVE/TEE RESTRAINT D-3 SCALE ;NONE
SCALE :NONE of i
O DETAL - THRUST BLOCKING 3
0
SCALE :NONE 6
z
cw t
R
B t'v
euusl canon 'ti; weaon P lltsJ rplUurAbi�
NNW"
y r •
•.
A ar Niel :. A:, r.•. �( o ._?ae
SCAIJ: 1" -6' I r
(.' E a a/Y lw IIWU LY � CV
.' NPR
�MLRLIC RIM.L(
10a IV
N ~ ~ Fco
FT A 00
SICIeI IMIAr1 raa
Dvsrwr M1rAlWN)
Ta a water s•� Ir f Le
,PNNe1pN To wwlr�soLwx /'�
_ ruwmMl. pSTMIfA� V
Iz MObrIR
__ a un naw our ° w v ..`Qa• q
u 4 � SECTION B—B d�
,y Ma S01f1 ��{
;:,2'MAX
a ..° h r cAA\tl wss fTyvJ ('s .0 Z_
m SECTION A—A a. I RECORD DRAWING —
W
NO Scut I 1 INF*9 20�N W
$ SECTION C—C —Z
L� CONSf MICTION NOTES: NO SCAIJ Ara
Sl°M°I°..Me.b M O0Ia4uceon,raA M R�16',aM min.eb'D°ulewree m W
2 SI eM an4 can b. W peuN nWrdr. Z
e 3. Slwm Ordn pleb eRall M carl.11Oi,cIW uW�an'a rc^W.. Msm1M ba�°Iwn.i« NWa only W C!0'L,0, :•°vv.wa.
.. Romp w�rin eMl M e'mllw/In,m
s. sio..°Iro° .-rooe..n.II roI:.c.eJ 2s.
e. ee9in mv�ibp R°.Ime W RuEer
Sheat No.
��DETAL - TYPICAL PERPENDICILAR
-3 PEDESTRIAN RAMP D_3
SCALE:NONE
16 OF 15
v D-3.dwp 04/05/2001 1L47Q2 PM PM MDT Copyright 0 2000 MSE-HKM, Inc., All Rights Reserved.