HomeMy WebLinkAboutCountry_Inn_&_Suites COUNTRYINN & SUITES BARING OF BEARING D
EAST VALLEY CENTER ROAD ASED ON BEARINGS FOR THESE PLANS
ARE B GEODETIC NSFp_•,.W�
NORTH AS DETERMINED BYWATER MAIN EXTENSION IMPROVEMENTS GPS SATELLITES. \ = SCOPE OF WORK
= CONSTRUCTION OF WATER, IMPROVEMENTS WITHIN THE COUNTRY INN � •
BOZEMAN, MONTANA N P OJECT SITEtISES LOT LOCATEDSNEARVTHEE INTERSECTION OF VALLEYON THE CONSTRUCTION ACENTER DRIVE RAWN BY: CC
NGS. THIS
DATUM EL R THESE N 9 L CATION AND CATRON STREET WITHIN THE CITY OF BOZEMAN. RECKED BY: BM
ELEVATIONS FOR THESE PLANS �
ARE BASED ON THE CITY OF CONTRACTORS ARE URGED TO VISIT THE SITE AND BECOME FAMILIAR RAWING DATE: 01-17-05
BOZEMAN DATUM. EVASION DATE: 01-09-07
FOR: WITH EXISTING CONDITIONS. INQUIRIES CONCERNING THESE PLANS
BENCHMARK:
BY: GASTON ENGINEERING AND SURVEYING, P.C. ARROW BOLT ON
MAY BE MADE T0: GASTON ENGINEERING do SURVEYING, 211
A HYDRANT 1167
ElIS71NG �,�) ��, ELEVATION: 4839.47 _ HAGGERTY LANE, BOZEMAN, MONTANA, 59715, (406) 586-0588
\ \ I ROAD / , -° \ r \ GENERAL NOTES
SPECIFlCAT QCNT C�
w'SEWER E \ p Gs �, THIS PROJECT USES THE MONTANA PUBLIC WORKS STANDARD 'r wl ao
PER DOC#2044 \-\ p �o c SPECIFICATIONS. (MPWSS) FIFTH EDITION, MARCH 2003. w
\ \
HER APPLICABLE SPECIFICATIONS INCLUDE; THE CONTRACT w
OTHER
\ \ = \ \ \\ +P DOCUMENTS WHICH ACCOMPANY THESE PLANS AND THE CITY OF
BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD 11s a'oa
SPECIFICATIONS FIFTH EDITION, MARCH 2O04. w�
-}� a o
—463 \ \ Z TRAEFl CONTROL• $
V a _
Baxter - - _i " - SEE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS. O�+12'-WIDE ALL \ \ C
M \ \\ \ ACCESS ROAD I \�
\\ �I GRAVEL 4632 CE \ \ \ II Griffin SEE PROTECTION
PROVISIONS O OF ADJACENT F THE CONTRACT DOCUMENTS. (7
\ \ 20'-Q*DE -� EXPLORATORY EXCAVATION: a
�1 50,00 \ \ UTIL.ESMT. - _Oak r EXPLORATORY EXCAVATION WILL BE PAID AT HOURLY RATES AND `m
ONLY WHEN DIRECTED BY THE ENGINEER. EXPLORATORY EXCAVATION uK
AT ALL LOCATIONS SHALL BE COMPLETED PRIOR TO BEGINNING bmg
CONSTRUCTION AND BEFORE ORDERING SPECIALTY MATERIALS AND a�a�
EQUIPMENT. p
Durston
I�1��11- If �,f UNDERGROUND/OVERHEAD UTILITIES, o
\ I \ \ \ CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY
N COMPANIES AND COORDINATE WITH SUCH PRIOR TO BEGINNING
CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS ARE
A SPM HYDRANT SHOWN AT THEIR APPROXIMATE LOCATION AND TO THE BEST
1 \ , \� KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE BENCHMARK r O VICINITY N I TY MAP T LOCATED ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY
7.80 SCALETHEIR RESPECTIVE OWNERS.
\ \ \ EV=463 \ L
1 \ \ ®,
1y ONE CALL UTILITY LOCATE........................1-800-424-5555
CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO
PROTECT, SUPPORT AND/OR RELOCATE ALL EXISTING UTILITIES,
I'd \ UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING
CONSTRUCTION.
8' WATER LEGEND
MAIN EXTENSION
CONTOUR LINES
RIGHT OF WAYS
PROPERTY LINES r�
EXISTING EDGE OF GRAVEL ROADWAY W
1 11 \ HOTEL \ I EXISTING EDGE OF PAVEMENT
TRACT A-1 \\ —Rw - PROPOSED EDGE OF PAVEMENT
COS No 1827 S I \ 1� � � \` �� EXISTING CULVERT
CAPE-FRANCS ENTERPRISES 1 ` jaF-
\ \\\ \ %\ EXISTING WATER LINE
EXISTING WATER VALVE a a
EXISTING FIRE HYDRANT [ a
EXISTING SEWER LINE
\� �EXISTING SEWER MANHOLE
1 ELECTRICAL LINE
ELECTRICAL BOX Q
TELEPHONE LINE Z
Ar TELEPHONE RISER 1� Q" Q
PROPOSED ALIGNMENT W/STATIONING y� Q
1 I a PROPOSED EDGE OF NEW ASPHALT ROAD �•/ r� Z
PROPOSED CULVERT O >„I O
4',,, I 11 d.1•'. HYDRANT / ------ PROPOSED CUT/FILL CATCH POINT LINES I—I
~ ti
I $., BENCHMARK / r^
I �w� PROPOSED WATER VALVE PROPOSED WATER LINE ELEV=4638.14 „wl N
PROPOSED FIRE HYDRANT
PROPOSED WATER LINE STUB O U
III —I PROPOSED SEWER LINE
- -. - glow_ o• III PROPOSED SEWER MANHOLE N > W
_ 1 t —�
I�6+1 54 a+^ _ _ - - - —-- - .^� ® PROPOSED SEWER LINE STUB f..I
-�.. I I DRAINAGE FLOW DIRECTION 1Y-wIDE O
up ALL-WEATHER -u.• �p 1 \.l—Y SILT FENCE �.7
ACCESS ROAD a I �"� 1�� ►'-I co
(FINISH GRAVEL E I x
'� AccEs LF FIT WETLAND AREA
LIGHT POLE 7 IA 9 A %/ //
I OUTBA �j/ 1/� �I
BENCH MAK do ti \11\ 1 1 W
DATUM
ELEV=4638.95
b \ { v
I \
[T7 ww-x.o I I
1 w I wwus � i.
HYDRANT
BENCHMARK
ELEV=4641.93 I=w / / II
(DSCALE:
SITE PLAN
1' 50'
I I I 9 \ PROJECT: 02-516
5 c Ilia DRAWING: 02-516 Profiles.owg
•�• �% I TAB'. PGOT
SHEET 1 OF 2
HYDRANT Sta.6+41.48(0.00) HYDRANT Sta.6+43.49
BENCHMARK INSTALL 8'TEE,9'x 6'REDUCER,AND BENCHMARK INSTALL 15.0 L.F.4'FIRE SERVICE LINE AND
ELEV-4637.80 FIRE Hyd.ASSEMBLY W/T.B 4.O'L ELEV=4638.14 2 45•VERTICAL BENDS W/MEGALUG
�� � RESTRAINTS. CONNECT TO 4'GATE VALVE. -s
(NOTE 4'GATE VALVE V VE BOX BY
1 OTHERS)SEE FlRE
SERVICEAND FOR y:' SA$
9 S f ® o TRACK -o; •tt
Spr Sta.6+36.48(0.00) j {1���"'TTTT r.•.
INSTALL 8'GATE VALVE
/ sta.z+a3so(o.00)
INSTALL 6'X 4'TEE &VALVE BOX W/T.B. (
St..3+91.50 'TGo)EE 1 STA.8+45.49
} INSTALL 8'x 6'TEE WATER
R LINE
LF OF 4' 1 INSTALL 15.0 LF 115'COP r '
AND 11.0 LF OF 6' WATER LINE AND I'� WATER SERVICE LINE AND C I J
VALVE W rr,
/ w PIPE WITH CAP FOR CAP FOR WATER /BOX(NO
FIRE SERVICE. SERVICE' - LII H6H 1 Y OTHER DRAWN BY: CC
y N 0 w q
y 1 GI A CHECKED BY: BM
Sl 2+90.75(0.00) < Gr _ - - - _ I 1',1 _ DRAWING DATE: 01-17-05
INSTALL 8'x 8'TEE 17.0 LF OF
6'D.I.P.FIRE Hyd.ASS �LY AND T.B. 3+00 - -- o REVISION DATE: 01-09-07
CONNECT TOE TING "- a HYDRANT
8'WATER MAIN INSTALL1 Z+SA I _ -- 1 - BENCHMARK
fi e'TAPPING- AND - - -, - - - e _ - - - ( 1 ELEV=4641.93
VALVE W/to - �' a - z. I �6 u.
- - Noun oaAnoNver -
Sta.2+9a.53(0.00)
INSTALL 8'IIV BEND W
LIGHT POLE W
BENCHMALK & �1 o-
\�` DATUM AyO gan
ELEV=4638.95 Lys no
���ya myy pII
:46~i1pG WA1FH
LEY CENrE
WATE0.MAINS' Y A O
ExIs
W
N
SW 5+18.54(0.00) TZn m o
CONNECT TO EXISTING 12-WATER MAIN. y n
INSTALL 12'x 8'TAPPING TEE AND VALVE W/T.B.
0
�OI
o�
z0a
WATER MAIN EXTENSION (A—LINE) PLAN VIEW z zoo
Sto. 0+00 — END Fo
SCALE: 1'-50'
m
z
0
U
4650 -- 7T4645
r-.
U
4640
UU.
1 O O
4835 _ FINISH GRADE
PL
PROPOSED TOP 1
LANDSCAPE dAC%(lf CURB
ACKryLL� _� - �1
6.5 CT�
4630 � CEP THTH
` GROUND
81 .Sq LP OI}H�'O.I.P.WATER MAIN
m
� wz
i � z
4620 -. . . . . . . . . . .
CC' s ra O
ci
0 xx..lrT
z W m �3 `ate �i �1 Ml�� �y z
4615 w
w
�% ¢ N
SF`m g oo kwg Sm LL�I mR gkp Rao op F�
4610 wX p� +� - iof �i.l mU mo31. - a w� 's Boa Wma O w ^ m
Oo�ry 8m •-.. W. q�[Vo F+V
3 <g m m to vI m m
loia �Q +> - < rya
N rR or oy W
j l r. N0. S mo
mo <~
PA" coi�> 3'i3 vlW zx u+i 'z-
6 In �z. U3a ~ O
480H 00 C
0+00 0+50 1+00 1+50 2+DO 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
WATER MAIN EXTENSION (A—LINE) PROFILE VIEW
Sta. 0+00 — END r
SCALE. VERTICAL: 1'= 5' PROJECT No: 02-518
HORIZONTAL: 1'-5,0'
DRAWING No: 02-516 Pro/ilee.dwa
TAB: MAIN Extn.
SHEET: 2 0! 2