HomeMy WebLinkAboutWater System Improvements 1
BENCH MARKS
GENCERAL NOTES
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES
IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING
1�P OF N^RTHEAST C:;.`;ST RUCTION BOLT ON }'1kE HYDiIhMl' � �
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
x BEGINNING EXCAVATION.
.' `•OUTITWEST CORNER OF 7th AVENUE AND DURSTON ROAD 'S
G>; .221 ELEV. = 4779.94
ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR
SOUTII"WES: :IORNER OF 9th AVENUE AND DURSTON ROAD GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL
HM P306 ELEV. 4768.67
BE REMOVED OR RELOCATED BY OTHERS.
%' SOUTHWEST CORNER OF llth AVENUE AND DURSTON ROAD
➢M 0307 SE EC. - ¢772.29 THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES
A•_' SOUTHWEST CORNER OF 15th AVENUE AND DURSTON ROAD f PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE
H M 0252 ELEV. = 4771.90 CROSSING CLEARANCE.
NORTHEAST CORNER OF SOUTH 3rd AND GRAF STREET
Ev. = 4952.40 ALL HIGHWAY CROSSINGS SHALL HAVE THE PAVEMENT
SUu7•If S1UE COY GRAF STREET AT STATION 1+00 '"'' I REPLACED WITHIN ONE WEEK OF THEIR EXCAVATION.
1l RV. 4940.37 '
EXISTING FITTINGS ARE SHOWN AND BASED ON DATA
FURNISHED BY THE OWNER. THE CONTRACTOR SHALL
NAIL IN FENCE SOUTHWEST of RED ➢ARN BE RESPONSIBLE FOR EXCAVATING FITTINGS AND
s uTH EDGE of S souOU4 u�ucH TRAIL - ELEV. = 4931.69 CONFIRMING REOUIREMENTS PRIOR TO ORDERING NEW
:;PIKE IN THIRD POWER POLE EAST OF RED BARN FITTINGS.
ALONG ROAD TO BARN — ELEV. = 4932.16 SCHEDULE I
r _ THE EXACT SIZE AND NUMBER OF TREES TO BE
CP OF NORTHEAST CONSTRUCTION BOLT ON FIRE HYDRANT -s:�.,'� REMOVED SHALL BE DETERMINED AT THE TIME OF
Al NORTHWEST CORNER OF WESTRIDGE DRIVE AND CONSTRUCTION.
GikAF STREET — ELEV. = 4960.55
SEE SHEET 7 AND CONSTRUCTION STANDARDS FOR
MISCELLANEOUS DETAILS.
SPIKE IN SOUTH GATE POST EAST OF HOUSE AT OLD - - ICA
ALLISON HOMESTEAD — ELEV. = 4958.56 "' - EXISTING WATER MAIN NOT REMOVED BY CONSTRUCTION SHALL
TOP OF BRASS CAP AT NORTH 1/4 CORNER OF SECTION 24 BE PLUGGED WITH CONCRETE&ABANDONED IN PLACE.
ELEV. = 4935.94
NAIL IN POWER POLE AT SOUTHEAST CORNER OF 11th AVENUE - L LEGEND
AND KAGY BOULEVARD — ELEV. = 4918.06
TOP OF NORTHEAST CONSTRUCTION BOLT ON FIRE HYDRANT -
EAST OF llth AVENUE AND WEST OF SOUTH SIDE OF FIELD HOUSE _.
ELEV. = 4904.60 «,�- I THIS
TOP OF BRASS CAP AT 1/16 CORNER WEST OF THE CENTER OF .; - EXISTING CONTRACT ITEM
SECTION 24 — ELEV. = 4960.42
TOP OF ALUMINUM CAP (6.5' WEST OF EAST PAVEMENT EDGE)
AT NORTHWEST CORNER OF SECTION 24 — ELEV. = 4921.86 : INLET B INLET APRON
'I uP OF NORTHEAST CONSTRUCTION BOLT ON FIRE HYDRANT AT — ___——7 CULVERT
SOUTHEAST CORNER OF 19th AVENUE AND LINCOLN STREET
t:r,EV. = 4884.23 - - - --SD81 STORM DRAIN
MANHOLE
v s/�►Edll A (J SANITARY SEWER
99''11'' R�KSe
a Wc.rl WATER MAIN
- FIRE HYDRANT
—04-- VALVE
GAS MAIN
UNDERGROUND POWER .
1 F rEC. UNDERGROUND TELEPHONE
GUY WIRE 8 ANCHOR
` EXISTING SERVICE LINE LOCATIONS*
SCHEDULE I — (DURSTON ROAD)
j STATION SEWER WATER SIZE
�. ataz e-7 4^
A KF'
ZZf07 GT• .�4'
z---/ 0
z3s� 67
z6v w GT. 4
SCHEDULE II
APPROXIMATE LOCATIONS AS PROVIDED
SCHEDULE I & II BY THE CITY OFBOZEMAN
LlA4Ch, /983 GN 65-8/ BID GROUP No. 4 LOCATION MAP 7
AS S//ON/N qe s25 BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS 1
.j. 6
- AUG 1987 �\
Received M esl
CQyel Bozeman '
Al/OTE ALL CONCRETE S49Z W,,4LK t�
REA40l %4L A/t/O 4?E.0LACEMEA17_
/S /A C/OE/VTA( TO P/PE 1A/STAL- \ o Q V N
w r / v��. � ti �4X
x U ,� - , N
o
k w ���j ^ � o Q I b
N - _. ; - - � T• 7 7eL iRR24
5 GA J -
g' S AS 5/2' GAS �
5 6 5 4"' 3 2
W -
t Q
COUPL/NG
"• K,. � ? Q �k /O kB:4EDUCEfZ
U
w I. 1� � \ �� �h a� >� 00
J w N /oX/o"rEE
ao o r R Z u W W v1
u Z � ti Z ohs I•�C � �J �cu � �� °� ` �Q: N 0 N �+ I W /D"x64E0UCEY
u � wl 0 � w `��tv� o: N � � v� �qu \ kX h i. I >
v Q Q I� Q V 4 q� Q v 6'S'OL/O 5'LEEliE Qv Q > u � QtiV), v� 0 QO u10� � � o �v �' a
v, X � Qro �,� . � o.. o L COUPL//VG
o + � 000
gam z
Q � Q�yo \ a gip \ � ,�ps.� � � � � � a u�
�Q �W � �� RQ �� .�� o =Q QN 0 ..Q� Q�Jo
n a h 0 ro to �4% Vl BE/VCf/iY/A 4K' TOP OF Al W COA/ST BOL 7-0/1
F/PE 1-/YDiP,4/V7_,41- 77W 4V,-. A/ORTf/E2�)URS70rV
,4C7A0 ELE!! =4779.94
/�.Z To// 50
4780 y
4780
75 _ - - T 75
f
4770 - W G 4770
It
- - -
,
65 — ---- - -- -� ---- - --- - - -- -- -- - :_ _ - " - - - - 1 -- 65
4760 --
- - 4760
55 W - - -- — 55
I ,
-
�
L 00
4750 \ 4750
: S�qV 77 T //f 5 IAI
:
ks
II
1
I II 109 8 7 6 5 4 I 0
pp .. REVISIONS SCHEDULE I
wY _ DAT B.zS s� Dncw REt'o.PA PLAN DATE MARCH, /983 DRAWN GH 08.0. 65- 81 J THOMAS, DEAN & HOSKINS INc. DURSTON ROAD SHEET NO.
•T-__ DATE DESCR. e, DESIGNED G�`+' F.S.No. 50.5 Dl� ENGINEERING CONSULTANTS
by-. DATE DESCR ECALE-A'S sy��iV__ APPROVED ��� FILE NO.___-___ GREAT FALLS.90ZEMgN-KALI:fPELL MONT.- BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS SHEETS
WIN
pt
�,FF r1 .,:�.� � • t
T TA T
GAS Z'
W 4"
.'.`^PR *,rrrr 'I.,ss�*a.....s:=== �M�s•. ...� _. :-�• 1r 0-..�2sD _ _ 3 ;
wLli
w op
� v 4
t 5T.S? 50
:
-- — _- - - -
- -
4770
4770 -- _
65 -_- t ----� -- _ - -- 65
4760 j - _ _ - -_ 4760
-
- - _
55
55
-- -- _.
- b ro 9 -
TALL I
. /o a/P Liss �/ -
4750 = 4750
- j -
t j
-- - - - _ --
i
-- - j 0 -
- - : - Aj 34 _- - -
$
14 13 12 II
RE 11510N5 THOMAS, DEAN & HOSKINS INC. ml
.Y s DATE ,� ,!87 DR.CR REIORD. P�.Lt/ DATEM.4i4CR, 1993 DRAWN G N JOE NO 65- 81 ir1� H E D U L I D U R STO N ROAD A D
SY-- DAT[ DESCR._--- DESIGNED GH F S.NO.- 'S/2/•S - D H GREAT FALLS ENGINEERING
CONSULTANTS ONTANA gOZEMAN MONTANA WATER SYSTEM IMPROVEMENTSSCALE AS SHOW/V APPROVED lt4C FILE NO. ` 45
N
A
Tr T
GAS 2 G G
5 - ts15
07 .76 1 S .24 13 ♦ z2•,
5D W/ONSD15
m
Ld
veto*
AJ
n � NV N'O N r�
tiJ �ti4 ti0;�� �. Y\ y Q� ti .
N � .,� ti 'j � � r� R� > ti
� C ON
S
� Rf/YD ANTAT�S HAEtiRTNQ QQ� k
OUR--TON ROAD ELEI/=477/ 90
j -5T
I TYPE _B�F/C F/UL
1
4770 � - - ---- - -- 4770
--- ------t 7 --- i _
65 r - 65
4760 = _ 4760
_ .
57--7 07,� Tz2 z7 ad
-
C�f� 55
55
4750 1 t �G� E. - - - 4750
T
qk — - - _
- - -�- -0 - -
N '
- - 28 27 — 26 25 24 23 22 21
_ REVISIONS MARc%1,/983 Gf-/ 65- 81 THOMAS, DEAN & HOSKINS INc. SCHEDULE I DURSTON ROAD SNEETNo.
■r Rf S DAT .ZB B7 DESCR.���?,d PL//.✓ DATE- DRAWN_- JON NO. rJ-
er-._-- owrE oasts- DESIGNED—12 VE.NO. 525 Dl� ENGINEERING CONSULTANTS
BY DATA DESDR. _— ,�A�EAS SNODV/V APPROVED �a�. raEND._ 46 __ GREAT FALLS-BOZEMAN-NALISPELL Mo�r°c° BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS sNEET= 4
F ST R E E 6 J t+ t 11
24
- r` .r' •'e' 'fit - - - - —— — — - - —�—\ ——— — —. I - — ——— -- — — — — — —— —— —, �', wi \y. ...x>� - � < �z�E't•._
*� i w 0 I 12 1,3 r .
h
�n �
a A.
I Lk
•
Q \ �•• tT'nu '.Q�'�•Q' 4- t- r-...r:• •-'l+v i`ti r l Y�: :i' `V� �''
�,q? yYORANT,4T STA 000 0S�' ON
ELEt/ =494Q.37
f00 7Z2/.51 5 -
y I TYKE gEBA 7,0%Z-
• t
4940 I _ - - -- - 4940
3 5 1 -_ 351
. I
49-150 t i -- 4930
t_
r
� � �t -3" laid.mA �.Listl�A iOAi
4920 o'wi e 4920
---
5 N - -_
LL
q EE
-
`l
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
REVISIONS
DATE a 86 D[eeR xEs a.�O PeA�/+ DATE ✓UL Y /985 DRAWN G` o!No 65- 81 T H M A 51 DEAN & H 0 S K I N S INC.
1 SCHEDULE II GR A F STREET !MEET NO.
DAT. DESCR. ,/ DEslon[D G1�`-� F.e.No. 525 `C ENGINEERING CONSULTANTS
DAT[ D[lOR. SCALE.rys .J��QW/U ARPROVED JAc FILE NO. 46 D 1� GREAT FAL LS BOZE-N-KALISPELL MONTANA BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS SNEETS
�V 1 '" Q �e3 '•' !RR/GAT/ON D j
_W3' _ - - 4 0,
I,ILL
�Y �,� ��w .� �� � •-�- '_. �-` ��, . v.4L L E Y !�/EW GOL F COURSE °�, Q Q�� 1�1'
�1v'�ie,��1� :�r1!•�� � y���(, �� � -�=�EA5�'NENT _ � V 0 � �' 2�� �
r VI/ TEE BAY
„w, Q \` �. �f'�� ..1'� y�•�1 t .M' y d,: �,i,,,.�, :.Y,,,..-yv°;-W�" - ..-'- --- - - - - - - - - -- -�-- --- ---1^- -.-y _ ';�rj.-r. 1 �: te✓
�, �7 ,,/� \ t f .Z t�r '�=•`� _ 2' 2`'R 215
c _ I iLIAINT
� �� r l�► BLL7G. � �. .,..t.r_.Ati_,a a:y. .a:--. =��-.. ,Av.s.�"�: I
v*?
"�
t 1
� R�. - e • i � EMO✓EP BY
\j� e
n'"..kl -
0
BE�cti�' K�?� E�NPOwE,PPOGE
� Q z��� 47 ST,4 27,,30 , 30'L7
ELE!/ =4932/6
57 /Sf O/rt0 9f✓D i f
/47
t
-- -- -_ - -
l
} 4940
5 f
i - - - -
35
Nj
-
- -- - - -
0 4930
- - - -
_ - - -
D - -
25
- --
4920 4920
,
- - --
-
- - = A _, v + •
\ i / TOg
ce SS LF ' _�.f'
- - - -
- -
�
i N} -
I 6 17 18 19 21 22 23 24 25 - 26 27 28 29
REVISIONS SCHEDULE II 7
YY�_ DATE B/so%6 DescR RE�'oRo y�sy �L1,4RCN /963 G N 65 - 81 T H O M A S, DEAN & H O S K I N S INC. sNEET No_
DATF DRAWN_ JOY NO.
BY _. _ DATE DESCR DESIGNED GA/ F.s.No. 525 DE�H ENGINEERING CONSULTANTS
R rG7
BY — _ DATE DESC . RS 5NObYN
SCALE " APPROVED J� FILE NO. 46 _ GREAT FALLS BOZEMAN-KALISPELL MONTANA BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS HEETS �/
.
SMITf/-BLAL4 N 622
j TAPPING TEE R
S APPROV2'D pUAL STING 24"caNCRETE
C YL DER P/f'E
N Q W
8 �v tiQ
� -A � o
jE,✓/ST/NG /B'STEEL
` IyATER MA/N
24"X 18"TAPPI/VG E
OD 5 \ 49"TAPPING l ZV,-
� T/ERODS
OOP
AIZ-W z4"O l f
"BEND iYL✓ PE
1L' �l/CLcOUDE COST OF/2
\ IiY�T//RUST BLOG!(
IrvST FOR TAPPING TEEdlWi/E /8' E4'M✓-PE REOL/CER
CONNECTION TO EXISTING 18" CONNECTION TO EXISTING 24"
AT STATION 28+10 SCHEDULE II AT STATION 29+50 SCHEDULE II
NOT TO SCALE NOT TO SCALE
�� ' sniiTH-BLA/.P /S/c,6az
e T.IPO/N6 TFE op
Q� �J AoaRoi�Eo ErJU-9L
�h� CYL/N ER� �ENGPETE
0 ti\q ® V
,r FX/ST/it/G /8 STEEL
i
Z4""1�/,?"T,4pP/NG TEE
l-�T/E Roos �
Tz"7,q�Pi�/6 ✓AL✓E
T IE RoD 5
\l
EL.455 Sz /
/I"//!4"BEND Ott.✓-PE
Wl TNRG/ST BLOCK
/TN IB"MJ -oE.PEI>UCE�
REVISIONS SCHEDULE II ,r DETAILS
IY 2Fs_ GATE Ba/B oEICR.KFCORO vAc/ _ M4RCy, /9B3 GN 65-8/ THOMAS, DEAN & HOSKINS INC. 'NEST No.
GATE DRAWN— JOB NO. J
oATe OEICR. ____— oesI.NEo__ G'eIi _ v.e.No. 52S h� ENGINEERING CONSULTANTS
DATE OESCR SCALE As Sf/O{4/N AI-ROVED. FILE F,LE NO._ ll GREAT F° S Ao=EM°N-K° IPE�� M°�T°N° BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS SNEETI 7