HomeMy WebLinkAboutGallatin Center AFTER NEW LINE IS TESTED
AND ACCEPTED BY CITY,
CLOSE VALVE, REMOVE
EXISTING WATER LINE,
- INSTALL PLUG AFTER REMOVE ABANDONED WATER - INSTALL CAP, AND REMOVE
REMOVAL OF EXISTING MAIN AFTER NEW LINE HAS VALVE BOX. ENSURE EXISTING
'8" WATER MAIN [BEEN TESTED AND ACCEPTED VALVE IS RESTRAINED TO
BY CITY. L _ EXISTING TEE PRIOR TO
K --- - -- - - -1-•-_ - - - - - - - -I REMOVAL OF EXTISTING 8" REBAR ANCHOR
EXISTING iJ. ! WATER LINE. IF NOT \ THRUST BLOCK DIMENSIONS
30LLaRJS RESTRAIN PER COB STD DWG
FIRE HYDRANT o va. T00 PSI 150 PSI 20v PS 250 PS, 300 PSI
I N0. 02713-1 AND 02718-1. s,:o s- A B C A B I C A B C Aj-0j2'-m012'-0"2'-0*
A B C STA. 0+00 - z-o•x-0 2-o z o'x-o z'-o•r o'r-r z o z-0 '-o•r o'x'-�'/? / POTHOLE AND VERIFY LOCATION 2 z'-o'2-or-o a2-6 2'-0 2 9 x-6-2-6'J o - J'o J'-oAND ELEVATION OF EXISTING WATER t.'^ C 1 2 2-3.2-o z'o 3'0 3-0 2'-6 3 s•3'-o-S-0•.J '-r 3'-o 15+01.53 MAIN PRIOR TO CONSTRUCTION. °" 1 14" 2'-3•2 o s'-o Y-5 3-0 3'0 4 6'J o-s o'4-o '-9 4'o 4-o'CONNECT NEW MAIN TO EXISTING /` 1 8 16 Y-T r-o Y-o 4.4 3'-o r o 4-r4•-o-4'o's 6'-r r o+-o•5+01.53 "POTHOLE AND VERIFY WATER MAIN W/8" DI GATE VALVE. 1/4 1 r-s-3'-o J'-o s'-s 3- 4-0'6-. s-9 s-o s'-o•4+45 ( ) LOCATION AND ELEVATON OF - -� NOTE PRESSURES SHOWNoABOVE ARE MAXIMUM WORKING PRESSURESIN SYSTEM.
EXISTING WATER MAIN PRIOR
8"X6"STEE MJ W/MJR TO CONSTRUCTION. CONNECT CONCRETE/ THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND
NEW MAIN TO EXISTING " _ ANCHORS
WATER MAIN W/8" DI GATE 00 0 LARGER UNLESS SPECIFIED BY THE ENGINEER
6" GATE VALVE UG 1Q I 8" "A"
AND PLUG VALVE 4+42 r 1 DETAIL
STA. 4+H9- A I NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.
1.5" WS - TYPE "K" COPPER, 15 LF I EXISTING THRUST BLOCKING FOR WATER MAIN VALVES
-W/CURBSTOP AT EASEMENT LINE FIRE HYDRANT C.O.B. STD DETAIL NO. 02718-1
PER COB STANDARDS. [�
r UNDISTURBED
EARTH (TYP.)
0 0 0 CONCRETE THRUST ' ", r
30' WATER MJ GLAND
NEW 8" DI CLASS 51 a MAIN EASEMENT BLOCK (TYP.) �,;,.•". �:",
GENERAL NOTES:
L - - - . _ . . - .WATER MAIN . _ . . _ . . �
_\ MJ GLAND 1. ALL MATERIALS AND WORKMANSHIP SHALL
8" DI TEE, MJ 8" DI TEE, MJ
STA. 4+08.67 STA. 0+61.62 •" CONFORM TO MONTANA ADDS PUBLIC WORKS STANDARDS,
STA.8" ENDCAP, W/8" ENDCAP, D.I. MJ D.I. ® D.I. 4TH EDITION AND ADDENDUM p2 WITH CITY OF
MJ W/ MJR MJ W/MJR PIPE TEE PIPE O PIPE gppROVEDOZEMANMB DITIHE T UNLESS ENG ENGINEER CONSTRUCTIONSHALL
--- - BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M.,
MONDAY THROUGH FRIDAY.
MJ VALVE 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND
DEPTH OF ALL EXISTING UTILITIES WHERE NEW
WATER MAIN-PLAN D.I. FACILITIES CROSS OR CONNECT. CONTRACTOR
NOTE: MJ GLAND PIPE SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL
UTILITY FARAHEAD OF
INSTALL JOINT CON RUCOTIONC O TS MAKEENOUGH NECESSARY GRADE
MODIFICATIONS WITHOUT DELAYING THE WORK. ALL
RESTRAINTS WITHIN 40'
3/4- MIN. CORROSION RESISTANT ALL THREAD UTILITY CROSSINGS SHALL POTHOLED RI
NECESSARY PRIOR TO EXCAVATING OR BORING TO
RESTRAINING ROD, CONFORMING TO ASTM A242-81, ALLOW THE CONTRACTOR TO PREVENT GRADE OR
OF ALL FITTINGS. O INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT ALIGNMENT CONFLICTS.
MJ VALVE BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING
LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED 3. CONTRACTOR SHALL ERECT AND MAINTAIN
TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING BARRICADES, WARNING SIGNS, AND TRAFFIC CONES
TO ASTM 536-80 MAY BE USED IN CONJUNCTION PER CITY AND MDT REQUIREMENTS IN ACCORDANCE
MJ GLAND WITH THE RESTRAINING RODS. WITH THE MUTCD (INCLUDING MONTANA
D.I. AMENDMENTS). ALL TRAFFIC CONTROL MEASURES
PIPE MECHANICAL JOINT RESTRAINT DEVICES (MEGALUGS) SHALL BE APPROVED AND IN PLACE PRIOR TO ANY
3 MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKING. CONSTRUCTION ACTIVITY.
z 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS
r 2 DETAIL DAYS BEFORE BEGINNING ANY EXCAVATION, THE
TYPICAL VALVE/TEE RESTRAINT CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501,
< C.O.B. STD DETAIL NO. 02718-8 NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES co a
� AND COORDINATE THE WORK WITH THE OWNERS OF
o SUBGRADE OR GROUND
Ma,
' SURFACE SUCH UNDERGROUND FACILITIES. THE INFORMATION
SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS
m w WITH RESPECT TO EXISTING UNDERGROUND FACILITIES
IS BASED ON INFORMATION AND DATA OBTAINED
II w o II w II FROM THE OWNERS OF THE FACILITIES WITHOUT
4695.0 O+ z �+ + + 4695.0
FIELD EXPLORATION, AND AS SUCH, OWNER AND
zy 5 < o � wow,
ENGINEER ARE NOT RESPONSIBLE FOR THE
z Q I N d y" a z z a n y ACCURACY OR COMPLETENESS OF SUCH
�- a z m u�i z o~z< 4690.0 INSTALL DETECTABLE
4690.0 r,y? ao y_ y- INFORMATION OR DATA.
WARNING TAPE 18" (45CM)
STOCKPILES (TO MAX. DEPTH (OPTIONAL)
BE REMOVED) 4685.0 TYPE "B", OR "C' 5. PIPE BEDDING AND @gQKF111 ALL PIPES SHALL
4685.0 i. - TRENCH BACKFILL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1
FINISH GRADE PIPE BEDDING AND BACKFILLED WITH THE SAME
FINISH GRADE \ i \ EXISTING GROUND MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP
4680.0 / �� i \\ 4680.0 SLOPING, BENCHING OR OF THE PIPE PER CITY OF BOZEMAN STANDARD
-------- - \-- -------- SUPPORT SYSTEMS IN THIS DETAIL 02221-1.
--- --- -- -- - --
4675.0 -- 6.5' 4675.0 AREA TO CONFORM TO
MIN. COVER O.S.H.A. REGULATIONS' 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS,
EQUIPMENT AND FACILITIES REQUIRED FOR TESTING
ALL UTILITY PIPING IN ACCORDANCE WITH CITY
4670.0 4670.0 SELECT TYPE I BEDDING 6"(15CM) INITIALO RAND ORETESTINGCSHALLSBE COST
BORNEFBY ALL
THE
MATERIAL PLACED IN 6"(15CM)
4665.0 502 LF OF 8 DI CLASS 51 WATER MAIN LAYERS AND COMPACTED AS-
I 4665.0 SPECIFIED IN SECTION 0222E � - CONTRACTOR.
TYPE I BEDDING PLACED �i 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL
< < IN 6" (15CM) MAX. LAYERS ---4"(10CM) BE LEFT IN H OPEN CONDITION OVERNIGHT. ALL
AND COMPACTED THOROUGHLY. SUCH TRENCHES SHALL BE CLOSED BEFORE THE
i*} -� END OF EACH WORK DAY AND NORMAL TRAFFIC
FLOWS RESTORED.
0 0 0 0 0 0 0 0 0 0 o WATE
TRENCH WIDTH= 1
TYPE 2 PIPE BEDDING _
0 voi 0 Ln 0 N 0 9 0 0 0 WHERE REQUIRED FOR �{ O.D. OF PIPE + 2' �-- 8. CITY FORCES TO OPERATE ALL VALVES,
v+i a a n n N N - ± o+ o SOFT OR UNSTABLE FOUNDATION MIN. TRENCH WIDTH=3.5' INCLUDING FIRE HYDRANTS, ON EXISTING PUBLIC
MAINS.
-SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.
9. ALL WATER MAINS 12" DIAMETER AND SMALLER s
WATER MAIN-PROFILE SHALL BE CLASS 51 DUCTILE IRON. ALL WATER =
3 DETAIL MAINS AND SERVICES TO BE INSTALLED NTH A
MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS
TYPICAL UTILITY TRENCH OTHERWISE NOTED OR DIRECTED.
C.O.B. STD DETAIL NO. 02221-1
AS-QUILT
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NTq r LOT
PROJECT ': 01-245 SHEET
EVISED/ADDED SERVICES CGB 2/6/03 0 30 60 0 10 20 q GALLATIN CENTER T 9.1 32 DISCOVERY DRIVE DATE: FEB., 2003 Wl 1
AS-BUILT cBH s/ze/o3 /pR,9 ,,.. Civil Engineering �/�/ OF
WATER MAIN DESIGN LL_ PHONE(40BOZEMAN MT 59721 W1-RELOCATION
',sd6l� Land Surveying
SCALE VERIFICATION-BAR EQUALS 1 INCH '� PHONE(406)582-0221 LOT 9.1
°°25 ALLIED
Geotechnical En ineerin
BOZEMAN MT ENGINEERING g g FAX(406)582-5770
PROJECT ENGINEER: CGB DRAWN BY: GBH WATER MAIN
DESIGNED BY: CGB REVIEWED BY: CGB c° 1 cEs,wc.
J_
-I,JTURE EXISTING
DEVELOPMENT--_,. DEVELOPMENTS
m
I m
I
2+20 SAN. SWR. LINE "1"= - a
4+61 END SAN. SWR, LINE "1" CL EX,
4.0' DIA. SAN. SWR. -.
INSTALL: 1-10 PLUG MANHOLE _ v
-0+30.D0 LINE "2" o
FL 4668.75 FL 4668.89 0+0 SAN. SWR. LINE "1"= -
CAP END CL EX. SAN. SWR. MANHOLE - N
CONTRACTOR SHALL VERIFY
LINE AND GRADE OF EX. 10"
SEWER MAIN STUB-OUT N 12918.7531
PRIOR TO CONNECTION. E 337.0287
- N 12687.7338
j 423 Z5416 - - - - - - - - - - - -- - - - - - - - - - -
- l I r
H n
{"~ PROPOSED 10" SS "°° = GRAPHIC . (CALE
a v Avenue
]�]y�l l P �_ z,a N 13138.7526
M x L 1 V 1 1 1.1 L 1 N E l E 42336.5402
IN FT r
- PROPOSED MAX AVENUE- EXISTING TEMPORARY I EXISTING MAX AVENUE) - _ - _ - I inch 4U It
-
4+51 SAN. SWR. LINE `1"= __SEE SHEET C-3— _ CUL-DE-SAC_ — — — — — — — — -- -� —
+0__ SAN.�4(R. LINE 2«— - - - k - I _
INSTALL PRECAST 4.0, DIA. SAN. SWR. I a 2+23 2 38-SAN. SWR. LINE "1" -
MH. W/ 8" STUB-OUT TO WEST ROW LINE. I SEE SHEET C-9 FOR CONNECT TO EX. 10"{ MANHOLE IN
-
STUB
ON-SITE WATER LINES "
Q
I li- - - - - - - - - - - - - - - - 0 Qz
SEE SHEET C-5 FOR I z Q
-- — — — — — — — — -- — — _ ON-SITE WATER LINES ,
InI
I ' ---- - S - Lv Q
SEE SHEET C-i FOR IFUTURE -
DEVELOPMENT-
ON-SITE SAN. I z W
I-
FUTURE II }--V.
DEVELOPMENT H _
LL.
Q
�
-
� � 46
w z
�46115 a w z
iTTIZ e r J a N
AT
<N-�ooF aw CL OF PI E � z I om +k-" _
- 4
ZZ +X W
+z +,o?vwil +i3l I EX. R T " O _�Nw __.+ r.. owcn _. -- - - ---.. - I` 4680 LLI W LL
4680
z LLJ
LL]
4675 _ _ - I I �1
—- - _ i - —
X Q Q
1 _ - - Q I �46J7O
-
PROPOSED 10.' AN. SEWER rt- -- #F -_l
... — '
I- _ X. 10" SAN. _SE R i �� - ---- �
I 0.6 � 4665
4665I- -
-
1 ino * I
N
N
* I t1 o 466 0
_
vi
In
� ooll o x '0011 I �0' ZZp
- _ - S. Z
{{
SANITARY SE NER LINE "1" _ . D
—_ i t + I j � I � o C) o L tl
— -
-�- � SEE
- - 231 LF 10' SDR-35 PVC
C-4
NOTE: EXISTING UTILITIES FROM AS-BUILT DRAWINGS BY ALLIED
S+OO 4+00 3+00 Z+OO 1+00 O+OO
ENGINEERING SERVICES, INC. DATED 1/2001 AND ;_.F 11
REVISED ON 9/2001.
FUTURE
BUILDING FUTURE ,���
BUILDING - -
=
FUTURE 4-4
-- - -I BUILDING
SEE MEP PLANS FOR LOCATION
OF UTILITIES AT BUILDINGS (TYP.) FUTURE _
SEE SHEET C-4 FOR I BUILDING � N
OFFSITE SAN. SWR. FL 4673.23 SEE SITE CIVIL PLANS FL 4674.40 \
m I {�q�g9 FOR CONTINUATION OF N A 5+61.11 END LINE "2" a
ND CAP SAN. SEW. SERVICE (TYP.) INSTALL: PRECAST \
o I 4' DIA. S.S. MH. O
0+00 S.S. LINE "2"= ? FL 4677.02 y
4+51 S.S. LINE "1" END CAP
INSTALL: PRECAST 0- l I I s jTVF.I
4.0' DIA. S.S. M.H. PROPOSED 8" SS
SEE SHEET C-4 1 - I I �� T LINE "2"
1.
GRAPHIC SCALE
THIS SET - - FL 4676.07
"I I 3(P.U.E. i z i!r ,-__ 'vNi _ I ENDS C P��
Tro
- - - -I� J `� la /
I - - - T I ( IN FEET)
1 Inch= 40 ftwt
i
E 423 7 416 PROPOSED 8" SS 1 N 12687.73 8 NI
r a N 12687.733
I I LINE "2" E 42637.5416 YI I E 42898.6520 o
p
1+59.00 LINE 1 FL 46 .47 � '
I/ INSTALL: 2+78.00 LINE "2" 5+36.00 LINE "2. I N I I
1�7 1-STD. 45'WYE UNtp E CAP 5+56.00 LINE "2" f
4+05 LINE "2" FL 4678.40 I
\ INSTALL: 4+34.50 LINE "2" INSTALL' I
IN STD. 45' WYES ND CAP INSTALL: N A 2-STD. 45.WYES I CD
2-STD. 45'WYES
I 3+00 LINE W
C Q
INSTALL: PRECAST
4' DIA. S.S. MH.
FUTURE FUTURE FUTURE I = �- } I Q C
J BUILDING BUILDING BUILDING I --- W
c
II �I $1I
IL- n LL-
Lj-- I--
— - -— - —
z a
Rx o o�
l uU NnN. Nu3 ^p�z
- - 4690
o l
W4690
ugo LLJI LOO
pciN ' z n+ zz - . . . Inol ne _
- - -- _.
I U- O 11 U N f. 1;1 3. < _ N O _n .- Y_ V N . _- .
4685
4685 - - —_ - ,LL
OR Ok' GRADE AT I I i MAN OLE HEIGHT TO BE - _- _ _ - - - VJ / a
GL OF PIP - ._ -. - STED WITH FUTURE / n
(APPROX.) - - _ _ _ SITE DEVELOPMENT - _ -_ _ - - - + - V J
_ - EX. GRADE AT / _ ---- - - Q
CL OF PIPE- - _ 4680 rV z W
4680
4675 — - — 4675
6 Q Q
L
40% 8., SAN. SEWER ON - T
8" SAN. SEWER0. 4670
4670 ON 0.70% &#gyfr 1.ss' - _
- I ,
to w P -
�� t
_ � o
a m M m w 4665 0
4665 v� ooc
a
per II - -
m = K II �IJI} II II II _ II II II I� V _ _ - _ O
N IN/l N tN/I O 2+' fN/1 V1 i Ut 3 VI(�/1 (A T
--m
4 N
4660 - - 4 �_ 660 u a L o 0
--- �- --- SANITARY SEWER LINE „2" AIS U I L T
v o o o
1 - -- SHEET
w" 'SOP-35 PVC L
C-6
0+00 1+00 2+00 3+00 4+00 5+00 6+00 11
i1� o a
_ I
lz
N 0+51 1+82.07 WATERLINE "A"
INSTALL: FIRE HYDRANT ARROW BOLT o
w B+5B:B6 TO E LINE "A" 1-8"a6" M.J. TEE 3+76.70 WATERLINE "A" \ w
CONNECT TOE ITUB-
8" WATERLAN STUB-OUT 1-F.H. ASSEMBLY PER INSTALL ELEV. = 4682.05 COB DATUM GRAPHIC SCALE o
TEMP6RAf21�-9 STD. CONST. DETAILS 1-8"x6" M.J. TEE - - o w \
I 'cTP 1-F.H. ASSEMBLY PER
STD. CONST. DETAILS - w
I
z
IN FEET
_
EX. CONNECTION TO I - - _ -
I_
I inch = 40 1t.
WATERLAN IN MAX AVE. ., 'oo PROP. 8 WATER -
UNE
INSTALL 8" WATERLINE
E --
WATER AIN STUB-OUT
FIRE HYDRANT ARROW BOLT 8" +
ELEV. = 4681.63 COB DATUM ` "wq Tfl� 7+23.00 WATERLINE "A" A r_ FIRE HYDRANT ARROW BOLT
FUTURE - INSTALL: z ELEV. = 4685.15 COB DATUM
.� �'/ a.re, \ -,.E. 1-8"z6" M.J. TEE { w D I lJ•/
BUILDING '+i 1-F.H. ASSEMBLY PER
STD. CONST. DETAILS
FUTURE - >l �/
BUILDING 'Po tea,,;
7+59.34 WLI
0+00 z INSTALL: A}�=
_ 1-12"x8" M.J.''�,TIkE I Q
(�
o 1-8""GAS-4Y-x9T -Q •tti--� Q
w
I FUTURE -- W Z �
Z �d BUILDING — , ,--4 z 0
FUTURE Q\� � 'II 1 I < O
X
w BUILDING
{ �--1 LLB z
$ I ; \
J� \' Q O
-- -- - - - Q
Tj
< zL
4690 Z�� _ 5 �o Jm Zm. - -- - Jz
0 0 .oa R a 4690
O SUN Q 41. O V + Vt -h X + 0 _ _ I +
LLJ
4685 . . . . . . . - Q Z +
-- - - -- - ,4685
cn
4680 _T PROPOSE FINI HED GRADE .� __ - - _ _-_ -
- I
FUTURE STO M ---._ - _- - -- - ---- - --- ---�-- -. .- 4680 z Q O
SEWER'AND HANN - _. __ _. _ ._- _ . . . m �. _ _ _ _ w O
i _
.. - --- -— -- --- ZED CULVER _ ___ -- - .g +. - -- _ Q
EXISTING CHAN EL BED _
�EXISTNG GRAD O
4675
N TALL: - - 4675 LLJ
LLJ
_ I \\ 20 LF FORMULA 150 .. a" 0.1. N.+ , _- - W .. _ _ _ _ Q O Q
ON OR QUIVALENT.,{T ) - - - Z
FL 4672.78t CE TERED ON CULVERT GROSSING
4670 1.97' -- i.7 1r p,l. 0 3.1% - ~a
N + 4670' i- — - -- -
IN TA L:
150 INSU A ON.0
EQUIVALENT (TYP.) I - - -, - - _ __ - - - 4665 o o
x -
CULV OS SING b o
oo
a a F - - IN -- �_-AS-13
4660
466; � ' 1. p III'p z
a O U�o °o o �
+ z
EUClff iPO.cPE C.RSS 1
_ _ SHE.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C-7 €
11
\ a
Ka
N i
a �
NORTH 19TH AVENUE
N
\ a.
� O
i
1+74 7+59.34 WL "A"= I f
i-34.?e WATERLINE "A" 0+00 WL "A-1"
CONNECT TO EXIST. INSTALL: 3
8" WATER MAIN 1-12"x8" M.J. TEE '.� •� I�/ N
INSTALL: -"`DueE
�- 1-8" GATE VALVE 1-8" GATE VALVE , g
1-12"x8" REDUCER - c w.�1 18 GRAPHIC SCALE
i
PT 9—BG 00 •� 10
l 1
1
/ �'x� � � PROP. 12" WATER aoo PROP. 12" WATER ='cu 10+83.28 WL A"= ( h FEET )
LINE "A-1" - i- -—LINE "A" S 9+69.44 WL "C" 1 inch = 10 r.
/ _ K INSTALL:
112" BUTTERFLY VALVE Q
WJ i 'I INSTALL 12" WATERLINE ; 112"xl2- M.J. TEE
{; 1-12"x8" REDUCER L-+— u� z
J, INSTALL 12" WATERLINE I U co 1-8" GATE VALVE Li
I 0 Q
l i� ?' z
)
/ z w
O
/ 8 PC B 1 .60
/ •.• 0 8
< O
LL-
77
- t
74 co
- I .ia. I I- TIaI� I Wz - z J -- � 95 � W Ol� w
4695 _ -.I
46
_ _
w z
1 oNMbh __
00.
- . 4690 Z I O
4690 - - } QJ F- +
I
(n
i -1 —j r� �- - •— I -= - - �4685]
Z w4_ Q
4685 -- I T -- -- + - _ -, _ _.
- , -- -.
LIJ
- T . -
_ - PRQP SE F�NI HE � I J
- 1 f � _-I N F— LL_ Q
I J46�8O
— -. -
46LBO 4 3%
v +1.55% ; 12" D.I. O<J +8:4�% I — - ocn
fi
_ EXISTI 1G GRADE-- J
4675
LLJ —
D -
U l -
N I 1
age
N
= N c
— 4670 N s 3
4670 z o < c
• j - T ���� �J ��� 4665 2
' ' 3 Y
o m o
1� I LINE ..A.. a r o
4665 - �� T� n o o v o c
m
---a 4 111 SHEET
C—8
ZM1
i1'-DUCAS I4DN OAK CL31
of
8+00 9+00 10+00 0+00 1+00 2+00 11
Z
w �, 1+92.22 WATERLINE '8"
a. wN 2+82.96 WATERLINE "B" 3+23.74 WATERLINE "B" 4+64.63 WATERLINE 'B' �' ¢
0 wrn INSTALL: 4+10.17 WATERLINE "B' 1 i33.34 WATERLINE "B-1" V
1-2" WATER SERVICE PER INSTALL: INSTALL:
o PROP. 10" SAN. SEW. r1 FIRE HYDRANT ARROW BOLT CITY STANDARDS 1-8"x6" M.J. TEE W/ PLUG 0+57.19 1-8"x6" M.J. TEE W/PLUG r�
�"I 1-8"x6" M.J. TEE W/PLUG 1-2" WATER SERVICE PER 0+49.19 1-2" WATER SERVICES PER FUTURE "
w REF. SHEET C-4 ¢u ELEV = 4680.41 COB DATUM REFERENCE MECHANICAL, CITY STANDARDS CITY STANDARDS _
THIS SET x¢W ELECTRICAL, PLUMBING (MEP) REFERENCE SITE CIVIL & REFERENCE SITE CIVIL & BUILDINGS 1
�w PLANS FOR CONTINUATION. MECHANICAL, ELECTRICAL, MECHANICAL, ELECTRICAL, -
oN INSTALL " WATERLINE PLUMBING (MEP) PLUMBING (MEP) V
o`` FUTURE SEE SITE CIVIL PLANS
PLANS FOR CONTINUATION. PLANS FOR CONTINUATION. -
gc FOR CONTINUATION OF 1+23.34 WA RLINE "B 1'
INSTALL: 0 1 m
a BUILDING SERVICE STUBS (TYP.) o FUTURE FUTURE t 1-8"x6" M.J. TEE � �
1 07.36 WL "C* BUILDING 1-F.H. ASSE LY PER a 3 Ir
000.00 WL "C• BUILDING STD. CONST. ETAILS
3-HYDRANT ARRIER w o
INSTALL: �'� 4+80.32 WATERLIN B" POSTS PER TY STD. a o
0+00 WATERLINE "B' 1-8"x8" M.J. TEE o�, - \ V o
CONNECT TO EXIST. 1-8" GATE VALVE N'' �a ;10 a _ 1- 90'BEN DETAILµ 02 8-5 � GRAPHIC SCALEN � o
12' WATERLINE i• - ' ¢-
INSTALL:
1-12"x8` TAPPING SLEEVE - — —I L :.00 POP. 8" WATER a.001 E
1-8" GATE VALVE "o' P OP. 8' WATER i,oa LINE F. LN 8
FIRE HYDRANT ARROW BOLT f ( IN FEET)
w - - - I� - - o -- - - ELEV = 4685-46 COB DATUM I j 1 inch= 40 It
- °- - -4�
(BY OTHERS) • I
'!, PROP. 8" SAN.•SEW. o;
i
1+3}}.d0 WATERLINE 'B,� �'!, LINE -2", REF.
P+3b.00 WATERLINE N SHEET C-6 C4 a C FUTURE 4 ue
INSTA' i BLOW
1-8"x ' M.J.EACH STA.• 3 BUILDING
1-8"x6` M. TEE -.
1 F.Ht ASSEMBLY PER�, 1+85.00 WATERLINE B" 3+54.32 ATERLINE 'B' 5+00.32 WL "B" m 5+06.69 WATERLINE "B I 1
-8" (;ATE VALVE I 3+19.00 WATERLINE "B" 4+44.32 ATERLINE 'B' 0+00 WL "B-1" d _
z f 5+16.69 WATERLINE "B" 1+05.00 WATE INE "B-1' ` 1,
STD. CONST. DETAILS INSTALL: INSTALL: INSTALL: INSTALL: F l 3-HYDRANT BARRIER 1-2" WATER SERVICE PER 1-2" WA R SERVICE PER 1-8`x8" M.J. TEE a c 1-2" WATER SERVICE PER INSTALL:
POSTS PER CITY STD.
! DETAI 111 02718-5 CITY STANDARDS CITY STA ARDS CITY STANDARDS 1-8" 45'BEN
1-8"x6" M.J. TEE W/PLUG REFER" J. TEE W/PLUG FUTURE 1-8"x6" M.J. TEE W/ PLUG
w REFERENCE SITE CIVIL & REFEREN SITE CIVIL & h' it
o REFERENCE SITE CIVIL &
MECHANICAL, ELECTRICAL, MECHANI L, ELECTRICAL,
PLUMBING (MEP) PLUMBIN (MEP) BUILDING y s MECHANICAL, ELECTRICAL,
cr PLUMBING (MEP)
I PLANS FOR CONTINUATION. PLANS F CONTINUATION. s I�_ �
6+09.85 WL "B"= - PLANS FOR CONTINUATION. �-U — — _ (n Z
INSTALL:85 WL "C' m G o_ w Q
0+20.00 WATERLINE "C" 1-8`x8" M.J. TEE _ - 0 Q
w FUTURE 8" ATERLINE INSTALL: FUTURE 2-8" GATE VALVE Z 2�GAS - Y<_I `o-`' ---�s"0 - io+ao LN)'s�"' Z
1-8" PLUG J -�� _ ? PROP. 12` WATER
1-TEMPORARY BLOW-OFF BUILDING - ws-- _-. - ws- oc1 PRE. 9` WATER Z
NE `C"
e+a - —
L -
I PER CITY SPECIFICATIONS a�� � Q 0
I I I ,w
ct -- — U z
LJ
Q
FUTURE 8" WATERLINE
w C
G
I z � W
�I ~Z Q Dj m
- - - - — — -- - - - � O
I
—I Q
z z z m i r� Z
o m �o m o z
�95 m0 ` � a W � z� z9 m< m J
_ wU z w -iu J -�w �Z. _? m
_ _ _ i"¢ c� N w w� ___ - w _ _ o
�� .._— _ �_ ___ _ W J z
o Z N. J oa�w rn N I m d o sJ a m _ Qn� _ 469 m
O V w O Vl N WI +i * In Jl O i(1 V ,O h O N +
4690 Q W
4690 Z
4685 -- { - - - —. --- ' —- EXISTING GRADE a- u) O
POOP-- . . . . .. -- - - - -- - - - _cam--- -�-- - .-- - - '
_ - - A4685 - w -D
_ - - - - 4 POSED I BADE Q Q
i
1 _ } - - - --- _.
X15TIN - - l
H AN r�x -
44,
= PROPOSED FINISHED G
Li
14680
-- l ----POOP-- +-- -- ------ ---- ,yam - $ _ 468C J Q f
ALL
INSTALL 701 F.. _ I IIING RADE b _ - - - -- - _- - _ _ Q O
} F AMUL R 150 ..-. 2j.3Q'/
L p.1. ON p i
4675 w6T LL 10 L.F. - 5,. E UIVALI NT OR P $„
FOAM LAR 50 FUTURE _ _ - -- - -- - -
INSULATION+OR -CHANNEL BEO - - - - 8,1 D.I. ON +0.61% 8„_D.I. _ 4675 A
EQUIVALENT;(TVP.� -
8„ D.I. sa 2. 6' —. - ON +0.63%
i.
- _ _ 1,75' 10.33'
4670 1.7 T ts' — U - - - - 4670 $ o i
_ N - h.rn . LINE "Q
466f, N a s n�'n� e e * v LINE „B„
1 ill
ID 65
_.0 LU m J I - m e -- m —_. In o o u o a
w —�w �. - w aW '-aw a� -�w- `r f
-- _ 4 � SHEEP
- _. - _ _ an.i..r e•a,c wor - - �. ----_t_ :� _ - _ ��eu Lr a art-ad �--
-- — - -- !Ra^PE Css C—9
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 1+00
OF 11
i
o =
FUTURE °g
N BUILDING
FUTURE
BUILDING 0 FUTURE FUTURE
1+37.36 WL "B"= I
BUILDING BUILDING
N
0+00.00 WL "C° h
INSTALL: >
1-8"z8" M.J. TEE T c rw �`0 ---
GATE VALVE '; N — � ''to � A I �
fir+. 0 6'A
- z
OP. 8" WATER �. - LINE - >oo PROP. 8" WATER c� LINE
�- `4",SAS -
- LINE
s
o o � - -
o
1 I I
/ a FUTURE
BUILDING
10+62.44
a048+6Sf� WATERLINE "C
a FIRE HYDRANT ARROW BOLT R I NSTAL�': RT GRAPHIC SCALE
'I ELEV = 4686.58 COB DATUM 1-12" 9 'BEND M.J. w
20
FUTURE $
II BUILDING j'
__. /_.�._- ( IN FEET)
6+73.44 WL "B"= 5' 15e I .ry I inch= 40 ft. Q
7+09.85 WL "C" �'1/ � z
INSTALL: m v :� _ --z _� �r. _ _ - Q
1-8%8" M.J. TEE n
III 0+20.00 WATERLINE "C" 6+49.85 w _ - 'o---- _ _ — — LLJ
FUTURE G= 2-B" GAE VALVE Z 2" GAS a _ a,c" NFL Z F—
INSTALL: �J-8`J
1-8" PLUG PROP. a PROP. 12" WATER
BUILDING - % 6" WATER - - Z
1-TEMPORARY BLOW-OFF B'P 85..WATERLINE "C" LINE " s-�' '- �' Q O
PER CITY SPECIFICATIONS INSTALL: _ _
1-8" PLUG g \ _�_
1-TEMPORARY BLOW-OFF —\ _ 10+85.44 I I I ^
PER CITY SPECIFICATIONS " _ 1� WATERLINE "C"
L — J /i 'I� E ATERLINE "C" L1_) Z
_ i 10+83.28 WL "A"= INS PLUG FUTURE 8" WATERLINE w 8+59.96 WATERLINE 'C' 9+69.44 WL "C" _
� / 8+69.96 WATERLINE "C" INSTALL: PER TYYRARY SPECIIF BLOW-OFF
z L.LJ
1-12" BUTTERFLY VALVE
�44?.56-WAERLINE "C" INSTALL: N
(i�F.) — INSTALL: 1-4" WATER SERVICE PER 1-12"xi2" M.J. TEE U O
1-8"x6" M.J. TEE CITY STANDARDS 1-12 GATE VALVE m
1-12"x8" REDUCER
STD.HCO SST ASSEMBLY
LSR REFERENCE JSI SITE CIVIL &UG Q
3-HYDRANT BARRIER MECHANICAL, ELECTRICAL, I LL
_ POSTS PER CITY STD. PLUMBING (MEP) O
I DETAIL � 02718-5 PLANS FOR CONTINUATION. Q
. 4
--r
'4695 Z - —I - 8 0 a - - 4695 0 U
N
w Z 7
-. U - _ 1 W.a m [ J Z
I Z h Z w_1 Q. - - - - __- -__ _� Za - ZN _. _ w Q
4690 1 o II o vi o?wLLI f + N w + —_ - o o+Z. _ n II rn u 4690 Q
.- --. ,- _ - ---- P FINISHED.GRADE _
-- . . . _ '--. - I `�`I —_ _ PROP
=---- -- _ EX. GRADE -- -- - _J I O
r
- - cn CD
.. - --- £X. GRADE I '-- _ _ _ / i : _ _- Z L1J +
D FINISHED GRADE __ _ _RM�SE �--
_ _ APPR XIMCD
AT).._ _ ~ � 1 T - : .g.. - _ s __ _ Q
,1680 W F
- - —468C Of —i Q
- - - : + -
-- - 12" ON 0.00%- �
.I- ON +0.43% i W
S_ (�
I—
FUTURE 8„ D.I. - - Q O i
4675 ---+ ---- _ -
8" D.I. _ - -
ON +0.66� FUTURE 8" D.I. -- _ _ 4675
4670 155' o o
-t III''p 4670 o 3
e II v, � 3 & n
w � o
r * - LINE , - -- I -__._ _- - - 2 m 0 Q O I
4665 -_ _ -- - - _ - - - I I 4665 ? j
a o 00 �o_ ; v
JO_. ,D tD �
aI 1 a E
w w SHEET
---I
c-10
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
OF 11
GALLATIN CENTER e PHASE IV
MAX AVENUE SEVER MAIN AND ROADWAY EXTENSION
LOCATED IN THE
CITY OF BOZEMAN, OA][ LATIN COUNTY, MONTANA
MAY 24TH, 2005
SHEET INDEX
_-_
ravelT� •/ Z SHEET NO. DESCRIPTION
INN
J y C7 COVER SHEET
GENERAL NOTES:
C2 MAX AVENUE ROAD — PLAN AND PROFILE
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS, LATEST EDITION AND WITH
CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN C3 SEWER — MAX AVENUE — PLAN AND PROFILE
8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY. C4 CIVIL DETAILS co
r(O" 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CS DETENTION BASIN DESIGN
CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF (7a
CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE
uT POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT
CONFLICTS. W
_ _ 3. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER CITY AND MDT F'^
1 REQUIREMENTS IN ACCORDANCE WITH THE MUTCO (INCLUDING MONTANA AMENDMENTS), ALL TRAFFIC CONTROL MEASURES W 04
SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.
�` 4. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, U
31 c�� repk, ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE
L � \ 86 OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH
RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE
FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR a a
I437 SITE COMPLETENESS OF SUCH INFORMATION OR DATA.
Baxter a • V
_ y _ 5. PIPE BEDDING AND BACKFILL ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND
BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD
DETAIL 02221-1. GALLATIN CENTER
-t - --1--- Q • ,1..,, j
(0 \ LOT 12
6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN x
ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE lit
1458 CONTRACTOR.
7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL
BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED.
PC �1_ —� `SHEET C2,C3 - • --- MAX AVENUE
8. SUBGRADE AND BASE COURSE SHALL MEET THE REQUIREMENTS OF SECTIONS 02234 & 02235 OF THE MONTANA PUBLIC
WORKS STANDARDS, THE SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ASTM
TO FOUR CORNRRS r1C'' I(gm 9. ASPHALT PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTIONS 02510 OF THE MONTANA PUBLIC WORKS STANDARDS AND
COMPACTED TO A MINIMUM OF 97 PERCENT OF ITS MARSHALL BULK DENSITY. GALLATIN CENTER
A 5' J
-'- LOT 11
-� S1tat , SI d - 10. PROJECT BENCHMARK. PROJECT BENCHMARK IS THE ARROW BOLT ON A FIRE HYDTANT LOCATED IMMEDIATELY NORTH OF
THE ROSS DRESS FOR LESS RETAIL STORE. ELEVATION - 4681.63 o
fARMEHy z
o a
5 3
it _
NTA A SKEET LOCATION MAP w w
tayti t67 3
®R E NOT TO SCALE V;
N
W
VICINITY MAP `
Z
NOT TO SCALE
Civil Engineering 32 DISCOVERY DRIVE
Land Surveying BOZEMAN, MT 59718 A S e 71-33UI LT
PHONE(406) 582-0221
ALLIED Geotechnical Engineering FAX(406) 582-5770 0
ENGINEERING
SERVICES, INC_ i
i
PROJECT ENGINEER: CHRIS G. BUDESKI,PE
DESIGN ENGINEER: CHRIS G. BUDESKI, PE DEANNA L. GEBHARD, EI
LAND SURVEYOR: KYLE THOMPSON, PLS
"s
EXISTING 12" DI - 0' OW-
BUTTERFLY VALVE - - CATTAIIL STREET
MAX AVENUE
SIGNAGE
INSTALLED PER
STANDARDS
p'
DESIGN
STA. 2+09.0 NNNJJJJ
22.5 x 36.25" RCP ARCH CULVERT W/FETS I EXISTING 48" SANITARY
IE IN 4682.30 IE OUT 4682.10 L = 58' S = 0.66%
CONTRACTOR CONSTRUCTED SWALE SEWER MANHOLE\\
ON DISCHARGE (EAST) END OF CULVERT
WITH 3:1 SIDE SLOPES TO THERMOPPLASTIC STRIPING
END PAVEMENT 10' NORTH DISCHARGE TO EXISTING STREAM a STOP BAR PER 1 - 6" & 1 - 12"S IA. HDPE \\.
OF PROPERTY LINE C.O.B. STD. 2' X 15' UTILITY CONDUITS
STA, 1+79. STA. 3+10 .
STA. 0+10 R.O.W. BOUNDARY = W
0
- - - - - - - - - - - -15" RCP STS W/FETS- � - - 1- I' ' t - - - - - - - - - - - - - - - - - - - - -
5-0.23%L-44' Y 1 UT I 6`LITY CONDUITS.& 1 - 12" DIA. HDPE EDGE OF PAVEMENT
INV IN (E) 4683.80 i L 40'. INV 4680.32 • EXISTING 12 DI WATER MAIN OF EXT'G
60' R.O.W. INV OUT (W) 4683.78 I I II 4- ,END
AVEMENT
32' WIDE S J S S ^' N I �" a PROPOSED 8" SDR 3 �' ,MAX AVENUE g PVC SEWER MAINS -SSI EXISTING
io I �� 0 0 0� o c
�, > - - PAVEMENT
EDGE OF PAVEMENT
- - - - - THERMOPPLASTIC S�TRIPING ?.'� e - - - - - - - - R.O.W. BOUNDARY - - - - - - - - - - -
FUTURE ROAD EXTENSION STOP BAR PER
OF MAX AVENUE (NIC) C.O.B. STD. 2' X 15 z
<
t _ ' DAYLIGHT LINE (TYP.) III z
EXISTING 48" _ •N �-s
SANITARY SEWER MANHOLE
a
n z 3
- - - - 24 WIDE 'C,• �(/) I �` 0 0
n w STREAM EASEMENT I I �7loo
o
F %XT'G EASTo
w
a X 1 Z CATRON CREEK " 0.
O N
w• N - - - - . .
. .
. .
- X
X. W
W
LEGEND
INDEX CONTOUR • FOUND MONUMENT AS NOTED
CONTOUR MINOR (1' INTERVALS) A CONTROL POINT PLAN VIEW 60'R/*
PROPERTY LINE 'T1- POWER POLE
X X BARB WIRE FENCE STREET SIGN CA
S SEWER MAIN • BOLLARD V 16' 16' 1'
ss SEWER SERVICE m SEWER MANHOLE
n
W WATER MAIN w WATER VALVE _ �� � 3 �181WN
CHP OVERHEAD POWER FIRE HYDRANT
G UNDERGROUND GAS O CURB STOP e �� 16"MIN r ASP«aT OORt >E CONSTRUCT ROADSIDE DITCHES U ENSURE
TEL UNDERGROUND PHONE O LIGHT POLE caNPAcreo*o vno a uARs"Au svEcwENs POSITIVE DRAINAGE . INLETS/OUTLETS AND
E'ROM BASE CONPACTED SUBGRADE CONNECTION POINTS. ROUGH GRADE DITCH AREA
E UNDERGROUND ELECTRIC m ELECTRICAL PEDESTAL axwPAcrtro ro vs:PER Asm-Gw 3" BELOW F.G. TO ALLOW PLACEMENT OF TOPSOIL
ROAD CENTERLINE 10 ELECTRIC TRANSFORMER 's•PIT�" BY LANDSCAPER.
t01aPMlEO ro 95x PER--
EDGE OF PAVEMENT N TELEPHONE PEDESTAL TYPICAL SECTION - 60' R.O.W.
------------ EDGE OF GRAVEL I8 GAS METER "'•
EASEMENT LINE ® WELL
CULVERT 4715.0
4715.0
4710.0
4710.0
m
o N 4705.0
4705.0 0 �p
O < N w < Q w
+ n d a a 4700.0
4700.0 0 + B + U II
I N N N
4695.0 a s II w II w n 4695.0
aril 0. a a x a FINISHED
i vri a v1 i N a PAVED ROAD 4690.0
e
4690.0 w s g CL PROFILE 0 STA. 8+08.65
-0.95% - - MATCH EXISTING PAVEMENT
- _ 4685.0
4685.0 - - --
4680.0 __. 4680.0
STA 1+79 r r - o`
12" RCP CULVERT STA. 3+1 EXISTING GROUND
4675.0 ------- -- STA.-2+09.0 a 1 a INSTALL - 6" & 1 - 12" - 4675.0 b
22.5" X +09.036.25" w DIA. HDP UTILITY CONDUITS. STA. 7 80
ARCH CULVERT L = 40'. INV 4680.32 INSTALL 1 - 6" & 1 - 12'�i
4670.0 _ _ ----DIA-HDPE UTILITY CONOU TS. 4670.0 s
- - - L = 40'. INV 46 4.5
4665.0
4665.0
i
n n w n rn w rn a rn a rn e o �n
.vn ars na es ma ow � aao�n oao voice rno
m0
d w ww ww w
w aoanvi 'nacD s as v s a as a
m
a
0 o 0 0 o 0 0 0 0 0 0 0 n o
0 0 0 o 0 0
0 0 0 0 0 0 0 o o 0 o 0 0 0 0 0 o O ro o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 oo
o -
� 0 � p N O � O N O O O O 0 N i(1 O N V) u1 _
+ + + + + + ry + + + + + + + + + + + + +
n O N aD O n n w w w
I
PROFILE VIEW 8
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT /: 03-242 SHEET J
1 REMOVED LOT 12 ACCESS CGB 5 24 05 0 30 DATE 1: 2/6/2004
� GALLATIN CENTER - PHASE IV 1� Civil Engineering 32DISCOVERYDRIVE C2 of 5
* * Land Surveying BOZEMAN,MT 59718 R-MAX.DWG
1 INCH = 30 FEET 1 INCH = 10 FEET f ' ie; MAX AVENUE PHONE(406)582-0221 GALLATIN CENTER-PHASE IV
PROJECT ENGINEER: CGB DRAWN BY: DLG '` ALLIED Geotechnical Engineering FAX(406)582-5770
BOZEMAN MONTANA ENGINEERING MAX AVENUE
DESIGNED BY: DLG I REVIEWED BY: CGB se,Rvaces,wc.
w`5
STA. 8+01.63 (LT)
30 LF OF 8" SDR 35 PVC SEWER MAIN.
STA. 1+98.5 S = 0.82%
W TIE INTO EXISTING 8" SDR 35 PVC STUB. ra
ENO INVERT = 4669.00 a
J m ail
r 3
'y EXT'C 12" D.I. WATER MAIN vi
W 8" PLUG MH M3 (EXT'G) CROSSING. 2.5' SEPERATION c�
FOR FUTURE EXTENSION �1 STA. 2+68.45 >
t �a
a STA. 0+10.0 R.O.W. I R.O.W.
EDGE OF PAVEMENT I 30' EDGE OF PAVEMENT "
EXISTING 12""DI CLASS 51 WATER MAIN
8" SDR 35 PVC SEWER MAIN ro cN 16, 8" SDR 35 PVC SEWER MAIN 60' ROW
c .S�o.S .S o (n m s S + o S �S s p S, ' EXISTING 10" SAN SWR
N Z U 30, o o MAX AVENUE o t.----
EDGE OF PAVEMENT MI EDGE OF PAVEMENT
(Y z � I
R.O.W. 'e < R.O.W. \MH M2 MH M3 (EXT'G) _ -•
3
STA 3+12 STA. 6+04,23 STA. 8+01.63
N 3 I
TIE INTO EXISTING 8" SDR 35 PVC STUB. TIE INTO EXT'G MH, W
-f
OPENING GROUTED TO FIT 8" PIPE. I I }r-
- - a RIM ADJUSTED TO NEW F.G.
j
N � M Q N .. �I
I Nj jo
N O mm-+ im
W X
W
PLAN VIEW
7A ]ILD3UIL
4715.
_ 4715.0
4710.0
ti ;z 4710.0
N ne �rn
4705.0 °p n 0 7 .n
nod 4705.0
= N ng
4700.0 a m n �aNa II m ^ �'a II �a�
c Nm 'm j x �o Na a F =,r1N II 4700.0
a0 O N�pp �IIr
m+II omia <}air ONO o 0 m �
4695.0 r II r+ +a- p
a x r+r N Il�m I =m rr +d 4695.0
z^� a3�� z w MOB mIrr
4690.0 z z EXISTING GROUND' FINISHED �� w' x2z "'¢� 642� ! <s 4690.0
i PAVED ROAD FVIz ��,z a &zz �gzz
EXISTING GROUND FINISHED
-
4685.0 - - -_` -- ._ PAVED ROAD
- - - - - _ - 4685.0
4680.0
4680.0
188.5 LF OF 8" SDR 35 PVC SEWER MAIN (EXT'G7 EXIST. WATER MAIN
_8"SAN SSWR (EAN FIELD VERIF LOCATION a
4675.0 SLOPE - 0.967E _ - El.
SWR 290.23 LF OF 8" SDR 35 PVC SEWER MAIN 4675.0
S 0.96% S 0.969>
4670.0 SLOPE 0.999. -
193.4 LF OF 8" SDR 35 PVC SEWER AIN
4670.0 x
i
SLOPE 1.287
4665.2
4665.2
o N -
m a rn a m o n
r iri vi < a ri
C5 6 w a
a a < e a a a R
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o 00 0 0 0 0 0 ,5 o voi 0
N O N O O O
O O + + { + + + + + + + + + + + +
N N h rry d + i+ + b i0 n n m
PROFILE VIEW
"s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE
1 REVISED SEWER FROM LOT 12 CGB 5,24,05 0 30 0 10GALLATIN CENTER - PHASE IV
PROJECT 1)1: 03-242 SHEET
o C1V1I Engineering 32 DISCOVERY DRIVE DATE: 2/16/2004
1 INCH = 30 FEET 1 INCH = 10 FEET * we * Land Surveying BOZEMAN,MT59716 S-MAX.DWG C3 of 5
Y
PROJECT ENGINEER: CGB DRAWN BY: DLG MAX AVE SEWER ALLIED Engineer Geotechnical EnBin PHONE(406)-5770 1 GALLATIN CENTER-PHASE IV
DESIGNED BY: CGB, DLG REVIEWED BY: CGB BOZEMAN,MONTANA ENGINEERING FAA(406)sae-s77o SEWER MAX AVE
BERVIGES.INC.
FRAME AND COVER TO BE EITHER CAIRO NO. 52441, MCI
305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B
7" COVER. COVERS SHALL HAVE 1" PICK HOLES.
NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,
ADJUSTABLE RINGS, MANHOLE RING & TOP SECTION, AND AROUND SEWER
2" MIN., 12' MAX. PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING
MATERIAL SHALL BE "RAM-NEK' OR EQUAL FOR ALL GENERAL NOTES:
k
EXCEPT BETWEEN SEWER PIPE AND MANHOLE NOTE:WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE
PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS,
PRECAST REINFORCED CONCRETE OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE LATEST EDITION NTH CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE
5" IS LESS THAN 3' FROM THE EXISTING PAVEMENT OR CURB AND ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH
4'-0" MANHOLE RISER & ECCENTRIC CONE GUTTER SECTION, REMOVE ANBD REPLACE ENTIRE PAVEMENT SECTION FRIDAY.
TOP MANUFACTUREDIN ACCORDANCE BETWEEN TRENCH AND EDGE OF PAVEMENTWITH ASTM DESIGNATION C-478. 2. THE CONTRACTOR SHALL NOTIFY THE CITY 24-HOURS PRIOR TO BEGINNING OF ANY WAORK.
MANHOLE EXTG STREESTEPS A FACE 3. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY Of BOZEMAN'S WATER SUPPLY SHALL BE
16' CENT CRUSHED ROCK OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
12'
(T�'P) 4. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW
FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL
UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE
48" DIA. MANHOLE REQUIRED FOR MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS
< INSIDE DROP, SEE COB STD. DWG. NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR
NO. 02722-10. ALIGNMENT CONFLICTS,
Z 48" _ STALL DETECTABLE WARNIN
ER
VARIABLE X i TAPE 18'MAX. DEPTH 5.CITYOANDAMDTR SHALL ERECT R REQUIREMENTS IND MAINTAIN ACCORDANCE NTH THESMUTCD(NG SIGNS, AND(INCLUDING MONTANAFIC CONES AMENDMENTS).
a w N SHELF-SLOPE 1" PER FOOT TOWARD TYPE "A
N CHANNEL (SEE CHANNEL DETAIL) TRENCH BACKFILL ALL ACTIVITY.TRAFFIC CONTROL MEASURES SHALL 13E APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION
a m _FLEXIBLE GASKETED JOINT(TYPICAL
yf FOR PRECAST BASES - SEE DETAIL) 6. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE
JIL A SLOPING, BENCHING OR
SUPPORT SYSTEMS IN THIS CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND
FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THE
CHANNEL DIA OF PIPE
AREA TO CONFORM TO INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING
_ O.S.H.A. REGULATIONS" UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS Of THE
A L _ FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE
`#4 BARS — 1'—D" c c 6' FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA.
PRECAST OR POURED—IN—PLACE BASE. TYPE I BEDDING PLACED
5'-4" DIA. POURED—IN—PLACE BASE, MINIMUM CONCRETE IN 6' MAX. LAYERS 7. PIPE BEDDING AND BACKFILL ALL PIPES SHALL BE BEDDED WITH MINIMUM 4—INCHES OF TYPE 1
(MIN.) THICKNESS BELOW PIPE IS 8 INCHES. AND COMPACTED THOROUGHLY. SELECT TYPE 1 BEDDING PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6—INCHES OVER THE TOP OF
ADIUS OF PRECAST BASE, MINIMUM THICKNESS IS 6 MATERIAL PLACED IN 6" THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1.
MANHOLE INCHES. ALL BASES REINFORCED AS SHOWN, LAYERS AND COMPACTED AS
SLOPE AT 1" PER SPECIFIED IN SECTION 02221. 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING
FOOT CHANNEL TO GROUT INVERT TO SPRINGLINE ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL
FULL PIPE DEPTH OF PIPE IF GAP BETWEEN PIPE AND RETESTING SHALL BE BORNE BY THE CONTRACTOR.
AND CHANNEL IS GREATER THAN 1/8" 4" (10CM)
9. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL
PRE—CAST CHANNEL
DIA. OF SEWER PIPE TYPE 2 PIPE BEDDING COMPACTED SUBGRADE SUCH TRENCHES SHALL BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK
FLOWLINE TRENCH WIDTH _�
L— _ WHERE REQUIRED FOR O.D. OF PIPE + 2� DAY AND NORMAL TRAFFIC FLOWS RESTORED.
SOFT OR UNSTABLE FOUNDATION MIN. TRENCH WIDTH=3.5'
SANITARY SEWER
SECTION A—%,
'SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. 10. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM
D-3034, SDR 35, ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF
BOZEMAN SPECIFICATIONS,
I DETAIL 2 DETAIL 11. PER DEQ REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED
C4 SANITARY SEWER MANHOLE C4 TYPICAL UTILITY TRENCH PER DEQ PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER
C.O.B. STD DETAIL NO. 02722-1 C.O.B. STD DETAIL NO. 02221-1 WITH 48 HOURS ADVANCE NOTICE FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR
TO PAVING AND FINAL SURFACE RESTORATION.
12. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY SAWCUTTING OR
CORE—DRILLING EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE
PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND
THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT
DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING
OPENINGS IF AUTHORIZED BY THE ENGINEER.
13. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL
SEWER PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL.
14. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE
BY CONTRACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS.
15. MANDREL TESTING. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT
DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH
THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL
BE 95%OF THE INITIAL PIPE DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 7 DAYS AFTER
THE TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED.
16. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE
CONTRACTOR SHALL COORDINATE A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV
INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW a
AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION
OF THE TV INSPECTION. THE VHS TAPE AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S
REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION.
AS-IX33UILTI
zi
s
NO. REVISIONS DRAWN BY DATE ti AN9 — PROJECT #: 03-242 SHEET
1 REVISED DETAILS REMOVED WTR CGB 5 24 05 NOT TO SCALE GALLATIN CENTER PHASE IV Civil Engineering 32 DISCOVERY 59718 DATE: 2/1PUBLIC C4 of 5
o. L� Land Surveying B02:EMAN,MT 59718 DETAILS—PUBLIC
* * CIVIL DETAILS - PUBLIC ALLIED Geotechnical Engineering PHONE(4%)592-0221 GALLATIN CENTER-PHASE IV
PROJECT ENGINEER: CGB DRAWN BY: CGB i BOZEMAN FAX(406)582-5710 MT ENGINEERING Structural Engineering CIVIL DETAILS
A
DESIGNED BY: CGB REVIEWED BY: JDB Es�a 6ERVICE6.INC.
\ - +-- ~ --- LOT 11
_ I LOT 12 �
( ) L
O - } - -
-_-- CATTAIL BTREEr "-
ARCH CULVERT W/FETS .�-,.1 - � _
--- - -- - S INV. IN W 4682.41 � _ �Y_�Fs --;' -
INV. OUT E 4682.15
L = 50 S = 0.52% CA AIL STREET
L11 LOT 16 I
Ia.xl.era.
y a LOT 14 LOT 13 I <
L I % �I x L65 aan 1.38 acre I
Im
LOT 15 I
15" RCP STS W/FETS I - �_-T-0.61 aorta C
18" RCP STS PIPE W/FETS �S- 129% L =28'
S= 2.21X L =39'- _ INV. IN 4684.11 I LOT 17
INV. IN 4684.25 �� JI INV. OUT 4683.19 LOT 18 376.- I
INV. OUT 4683.39 RIP RAP OUTLET WITH WITH I 4.04- I
24" RCP STS PIPE W/FETS 0.5 C.Y. 4"-6" ROUND ROCK
S= 0.50%L =30 --� I-t DETENTION POND D I ,!-BASIN BOUNDARY
INV. OUT 4682.35 �` // 36" DIA. FLOW CONTROL STRUCTURE
r RIM 4684.95
CREST EL = 4682.66 I Ir
DETENTION POND C % 15" INV OUT 4682.64
48" DIA. FLOW \\ WEIR WIDTH - 1.0" II
CONTROL STRUCTURE
RIM 4684.72
24" INV OUT 4682.50 15" RCP STS PIPE W/FETS iI
WEIR WIDTH = 3.25" S= 3.5%L -14'
\\ INV. OUT 4682.15 II
15" RCP STS W/FETS
S= 1.96X L =24'
INV. IN (E) 4683.62 BASIN D II
INV. OUT (W) 4683.15 -
RIP RAP OUTLET MATH ,d -
NTH 0.5 C.Y. 4"-6"
ROUND ROCK !!
15" RCP STS W/FETS II LOT 19
S= 0.18%L =40' BASIN C
INV. IN (E) 4683.75
NV. OUT (W) 4683.68 r/f
II �
� oil I
I
II
DETENTION BASIN - PLAN VIEW
SCALE 1"=30' -
PROPOSED I L---- ----- --
FINISH
SURFACE
OVERALL, BASIN
SCALE 1"=120'
VARIES SPECIFIED
SEE PLAN VIEW SLOT WIDTH SLOPING, BENCHING OR
TYPE "A" SUPPORT SYSTEMS IN THIS
TRENCH BACKFILL AREA TO CONFORM TO O.S.H.A.
REGULATIONS
PLI VIEW-OUTLET STRUCTURE L
CAST IRON GRATE III 6" %ti \ SELECT TYPE I BEDDING MATERIAL PLACED
IFCO #700-71 OR IN 6" LAYERS AND COMPACTED
�VARIES� APPROVED EQUAL 4" ---- \ AS SPECIFIED IN GEOTECH REPORTS
DETENTION BASIN SUMMARY
T- TYPE I PIPE BEDDING PLACED IN 6" BASIN C BASIN D
MAX. LAYERS AND COMPACTED AS _
RIPRAP OUTLET 3 4 I VARIES VARIES SPECIFIED IN GEOTECH REPORT
) 1 SEE PLAN VIEW BASIN AREA = 804,650 S.F. 18.47 ACRES BASIN AREA = 202,581 S.F. 4.65 ACRES
-WITH 6"-B" COBBLES.
TYPE I PIPE BEDDING PLACED PRE-DEVELOPMENT PRE-DEVELOPMENT
IM ELEVATION TRENCH WIDTH-O.D. IN 6" MAX. LAYERS AND COMPACTED 8
OF PIPE PLUS 2' AS SPECIFIED IN GEOTECH REPORT RUNOFF COEFFICIENT (C) = 0.2 RUNOFF COEFFICIENT (C) = 0.2
I \ MIN. TRENCH WIDTH=3.5' TIME OF CONCENTRATION = 40 MINUTES TIME OF CONCENTRATION = 41 MINUTES
`` VARIES RAINFALL INTENSITY(I) = 0.83 IN/HR RAINFALL INTENSITY(I) = 0.82 IN/HR
II CREST PEAK RUN-OFF (0) = 3.08 CFS PEAK RUN-OFF (0) = 0.76 CFS
OUTLET PIPE INVERT ELEVATION SLOT\
SEE PLAN VIEW FOR SIZE AND SLOPE OUT ELEV. HEIGHT SECTION
POST-DEVELOPMENT POST-DEVELOPMENT 5
TYPICAL
SCALE
RUNOFF COEFFICIENT C a
( ) = 0.8 RUNOFF COEFFICIENT (C) = 0.8 8
1 9" TIME OF CONCENTRATION = 16 MINUTES TIME OF CONCENTRATION = 14 MINUTES 3
PROVIDE WATER-TIGHT RAINFALL INTENSITY (1) = 1.51 IN/HR RAINFALL INTENSITY(1) = 1.65 IN/HR
JOINT I *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION PEAK RUN-OFF (Q) = 22.33 CFS PEAK RUN-OFF (0) = 6.13 CFS
DETENTION REQUIRED: 22,627 CF DETENTION REQUIRED: 5,706 CIF _
DETENTION PROVIDED: 23,307 CIF DETENTION PROVIDED: 5,929 CIF
2' X2' X8" DEEP j
INLET ARMOR USE-' 2 DETAIL
6"-8" COBBLES cg TYPICAL TRENCH DETAIL -
NTS
1 DETAIL �������� _
� DETENTION POND FLOW CONTROL STRUCTURE
NOT TO SCALE
N0. REVISIONS DRAWN BY DATE PROJECT #: 03-242 SHEET
SCALE AS NOTED GALLATIN CENTER - PHASE IV � Civil Engineering 32 DISCOVERY DRIVE DATE: 2/16/04 C5 of 5
za Land Surveying BOZEMAN,MT 59718 DIET BASIN
DETENTION BASIN C & D DESIGN ALLIED Geotechnical Engineering PHONE(406)592-0221 GALLATIN CENTER-PHASE IV
FAX(406)582-5770
PROJECT ENGINEER: CGB DRAWN BY: CGBEll BOZEMAN,MT ENGINEERING Structural Engineering DET.BASIN C&D
DESIGNED BY: CGB REVIEWED BY: PJS se�xvicEs,i'ac.