HomeMy WebLinkAboutDurston Meadows Condominium Park DURSTON MEADOWS CONDOMINIUM PARK
SEWER AND WATER MAIN EXTENSION
LOCATED IN THE
CITY OF BOZEMAN, GALLATIN COUNTY, lY] ONTANA
VICINITY MAP
SHEET INDEX a
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SHEET N0. DESCRIPTION
C1 COVER SHEET
n C2 SEWER MAIN — PLAN AND PROFILE Q W
.-Eie°R C3 WATER MAIN — PLAN AND PROFILE z
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«� BAXTER MEADOWS DEVELOPMENT L.P. 3
P.O. BOX 11060
o BOZEMAN,MT 59719 A z
(406) 582-7523 o
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Civil Engineering 32 DISCOVERY DRIVE a a
J
BOZEMAN,MT 59718
Land Surveying PHONE(406)582-0221
ALLIED Geotechnical Engineering FAX(406)582-5770
ENGINEERING N M
SERVICES, INC.
PROJECT ENGINEER: CHRIS G. BUDESKI,PE AS—BUILT
DESIGN ENGINEER: CHRIS G. BUDESKI,PE
LAND SURVEYOR: THOMAS GNAUCK,PLS
APARTMENT BUILDING
APARTMENT dJILDING ,
FRAME AND COVER TO BE EITHER CAIRD NO. 52441, MCI
-( 305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B
7" COVER. COVERS SHALL HAVE 1" PICK HOLES.
Ir NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,
ADJUSTABLE RINGS,I-TMANHOLE 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
n JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE.
WALL.
i -5- PRECAST REINFORCED CONCRETE
5 MANHOLE RISER & ECCENTRIC CONE
L4'-0" TOP MANUFACTURED IN ACCORDANCE
WITH ASTM DESIGNATION C-478.
}MANHOLE
_ f STEPS AT i GROUT INVERT TO SPRINGLINE
SMH N1 16' CENTERS OF PIPE IF GAP BETWEEN PIPE
0+52.0 — — — — J L - — — --� STA. 1+98.50 AND CHANNEL IS GREATER THAN 1
EISTING
CONNECTED 70 —, �-WATER MA'S RIM EL. 4743.08
30' UTIL. EASEMENT I INV. EL. 4733.10 x PRE-CAST CHANNEL
X / -{' FLOWLINE
I 8" PVC SDR 35 SEWER I I o
-STA. ,
Ij I MAIN
r—
ih„ 347.44.c6 z
045 R VARIABLE
DETENTION m (a<j (gM LFpp
L 7 O WARD
wPOND ajw CHANNEL (SEE CHANEL DETAIL)
IIJ
• aa.� FLEXIBLE GASKETED JOINT(TYPICAL
7 )
I FOR PREC T BASES - SEE DETAIL)
I A
M I �145 L.F. OF 8" PVC CHANNEL=DIA.OF PIPE
SDR 35 SANITARY
SEWER STA 1+94 RT A
STA. 1+17 RT `S"S 3N13% SERVICE 54 yyBAIRS
SAN. SWR SERVICE (MIN.g _ _
C S = 3.6%L = 12' _ POUREDTINRPLOCEEBASE MINMUMACONCRETE
'z' I t THICKNESS BELOW PIPE IS 8 INCHES.
I --RADIUS OF PRECAST BASE, MINIMUM THICKNESS IS 6
SLOPE
ECAT 1" PER TO MANHOLE INCHES. ALL BASES REINFORCED AS SHOWN
O .
N 89'15'17"E FULL PIPE DEPTH
- ' - - - - - . 77'.
DIA. OF SEWER PIPE
w l
o SECTION A-A
3I
I DETAIL
C< SANITARY SEWER MANHOLE
LEGEND C.O.B. STD DETAIL NO. 02722-1
AS—JIBUILT INDEX CONTOUR (5' INTERVAL)
INTERMEDIATE CONTOUR (1' INTERVAL) SU OR GROUND
SURFACE
WATER LINE - - -- -
ji, HYDRANT
O
Z WATER VALVE
m o
mNSTALL
�N no SEWER LINE IAPE 18D(5CM) MAX. DEP71
-,q <c SEWER MANHOLE (OPTIONAL)
- TYPE "A', "B", OR
c� w < STORM DRAIN PIPE TRENCH BACKFILL
$ J J J
W �WW
X FINISHED GRADE _
> UNDERGROUND TELEPHONE
3 � In3&
--- _ SLOPING, BENCHING OR
w�
UNDERGROUND ELECTRIC SUPPORT SYSTEMS IN THIS
f AREA TO CONFORM TO
-- GAS LINE O.S.H.A. REGULATIONS•
n --EXISTING GROUND PROPERTY LINE B" (15CM)
474n TYPE I BEDDING PLACED
on IN 6" (15CM) MAX. LAYERS
p~ <
No AND COMPACTED THOROUGHLY. MATERIAL PLACED IN 6" (15CM)
NOTES:
'+ LAYERS AND COMPACTED AS
o Z F w 1. ALL WORK SHALL BE COMPLETED PER MONTANA PUBLIC WORKS 4" 1 M) SPECIFIED IN SECTION 02221.
rn STANDARDS WITH CITY OF BOZEMAN MODIFICATIONS. m
� = 1.615%
V UW- L=145 LF B" PVC SDR 35 SAN. SWR S 2. POTHOLE AND VERIFY INVERT ELEVATION AND LOCATION OF b
EXT'G 8" S.S. EXISTING SANITARY SEWER MAIN PRIOR TO PLACEMENT OF NEW TYPE 2 PIPE BEDDING - 8
PIPE. WHERE REQUIRED FOR TRENCH WIDTH= I
5=1.615% 3. EXISTING SEWER MAIN INFORMATION OBTAINED FROM AS-BUILTS SOFT OR UNSTABLE FOUNDATION O.D. OF PIPE + "
MIN. TRENCH WIDTH-3.5' I $
O O PROVIDED BY THE C.O.B. s
a a n <n 4. THE EXISTING SANITARY SEWER STUB SHALL BE INCLUDED IN -SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.
a a a s < a THE TESTING AND T.V. INSPECTION
0+00 1+00 2+00 5 ALLIED ENGINEERING SERVICES,
TOPOGRAPHIC PERFORMED ON FEBRUARY 7, 2002 BY z DETAIL
6. BENCHMARK: CITY BM #1231 NORTHWEST CORNER OF N. 27TH Ca TYPICAL UTILITY TRENCH g
AVE. AND GOLDEN ROD LANE - ARROW BOLT ON TOP OF FIRE C.O.B. STD DETAIL NO. 02221-1
HYDRANT, ELEVATION 4749.66
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT �': 02-010 SHEET
1 REVISED PER CITY REVIEW CGB 4 30 02 2 r T4 DURSTON MEADOWS CONDOMINIUM PARK Engineering 72 DISCOVERY DRIVF. C2 OF 3
.,.,. Civil En ineerin DATE: 4/2/2ooz
2 REVISED PER CITY REVIEW CGB 5 2 02 4G SEWER MAIN PLAN AND PROFILE L� Land Surveying BOZEMAN•MT 59721 AB-SALL SHEET
3 AS-BUILT RFC 10 3 2002 1 INCH = 20 FEET 1 INCH = 5 FEET /E ALLIED Geotechnical Engineering PHONE(406)582-0221 OVERALL SHEET 2 OF 3
°°_°° FAX(406)582.5770 DURSTON MEADOWS CONDO
PROJECT ENGINEER:CGB DRAWN BY: RFC < BOZEMAN MONTANA ENGINEERING Structural Engineering
DESIGNED BY: CGB REVIEWED BY: CGB ' "'°° ' ROE=Es.���- SEWER PLAN AND PROFILE
r SUBGRADE OR GROUND
SURFACE
APARTMENT BV LDINC /
8'-0" MAX
U`C STA 1+78, 22.75' LT 3'-0"MIN.
�YCRaV" } INSTALL FIRE HYDRANT AND INSTALL PLUMB WITH TO BACK OF CURB
THRUST BLOCK TO CITY OF PUMPER NOZZLE
BOZEMAN STANDARD DETAIL N, FACING STREET INSTALL DETECTABLE WARNIN
NEW�I NO. 02718-4 N 89.22.10" E MUELLER HYDCE OPTION
NTURION TAPE 18" MAX. DEPTH
44' 39' TYPE "A', "B", OR (OPTIONAL)
III ARROW BOLT ELEV = 4745.08 MIN. 4'-0" CLEAEES, HEDGES.
ALL TRENCH BACKFILL
B AROUND (TREES,
CO DATUM
BUSHES, ETC.)
— j JIL
SLOPING, BENCHING OR
STA. 0+59.0 INSTALL 119 LF OF 6" D.I. PIPE SUPPORT SYSTEMS M THIS
:CONNECT TO 'CLASS 51 WATER MAIN O ADJUSTABLE SCREW TYPE AREA.TO CONFORM TO
ELEVATIONS AS SHOWN O.S.H.A. REGULATIONS'
EXISTING 6" DI PIPE ON PLANS OR 0.2' ABOVE VALVE BOX WITH LID
TOP OF CURB GRADE
STA 1+78 6" (1 SCM)
STA. 1+74 RT I'I INSTALL 90-BEND TYPE BEDDING PLACED
30' UTIL. EASEMENT _ INSTALL 1 1/2" WATER "I GROUND LINE- IN 6" (15CM MAX. LAYERS
/ —MJ x MJ WITH MEGA-LUGS
SERVICE PER C.O.B. STD CURB AND COMPACTED THOROUGHLY.- SELECT TYPE BEDDING
I, I MATERI L PLACED IN 6" (15CM)
�I ICI LAYERS AND COMPACTED AS
o o 4" 1 M) _ SPECIFI D IN SECTION 02221.
n '1' O STA 1+09 RT L)
c H �— I INSTALL 1 1/2" WATER s5
RI LL. a?44 EE 8 �.�. SERVICE PER C.O.B. STD
N 4730.a3 - _ _ _ _ r i TRENCH NADp
TYPE 2 PIPE BEDDING
- WHERE REQUIRED FOR
I - ocZS� SOFT OR UNSTABLE FOUNDATION MIN. TRENCH WIDTH=3.5'
CONCRETE
THRUST BLOCK
TO MAIN LINE 'SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.
CURB STOP T BE i 1 112' WATER METER 6 - 1 112' WATER METER &
LOCATED AT EASEMENT BACKFLOW PREVENTDR TO BE BACKFLOW PREVENTDR TO BE z DETAIL
h RT TYP 20 LINE ' LOCATED IN CRAWL SPACE JOINT AS REQUIRED
y ( ) LOCATED IN CRAWL SPACE
AND INSTALLED PER CA.B. FOR PIPE SPECIFIED C5 TYPICAL UTILITY TRENCH
AND INSTALLED PER C.D.B,
Fx" III I DETAIL 02719-6 DETAIL B DETAIL 02719-6 DETAIL B C.O.B. STD DETAIL N0. 02221-1
a
1`
O 1 I UNDISTURBED EARTH % NEW 6" AUXILIARY GATE VALVE
MIN. 1/2 CUBIC YARD
-FLANGE JOINT
WASHED GRAVEL
f—U/G PHONE I. NOTES:
-- 4,.( I DETAIL
FIRE HYDRANT 1. ALL WORK SHALL BE COMPLETED PER MONTANA PUBLIC WORKS
C.O.B. STD DETAIL NO. 02718-4 STANDARDS WITH CITY OF BOZEMAN MODIFICATIONS.
2. PRIOR TO PLACEMENT OF NEW PIPE, POTHOLE AND VERIFY
DEPTH OF BURY AND LOCATION OF EXT'G PIPE.
3. EXT'G WATERLINE INFORMATION FROM AS-BUILT INFORMATION
PROVIDED BY C.O.B.
IIII __
EASEMENT LINE 4. EXT'G WATER MAIN STUB SHALL BE PRESSURE TESTED PRIOR
TO CONNECTION TO VERIFY THE INTEGRITY OF THE PIPE AND
CURB STOP AND BOX VALVE.
NEAREST FOUNDATION
WALL TO CURB STOP 5. THE EXT'G WATER MAIN STUB SHALL BE INCLUDED IN THE
9'
TESTING AND CHLORINATION.
PLAN VIEW
6. TOPOGRAPHIC SURVEY PERFORMED ON FEBRUARY 7, 2002 BY
I
ALLIED ENGINEERING SERVICES, INC.
i *H SEE DETAIL 7. BENCHMARK: CITY BM #1231 NORTHWEST CORNER OF N. 27TH
N m B BELOW AVE, AND GOLDEN ROD LANE - ARROW BOLT ON TOP OF FIRE
6" WATER MAIN 6.5' MIN. COVER HYDRANT, ELEVATION 4749.66.
a r 1-1/2" SERVICE
4750 (L 1 �..
J
N O W a W
Z O �~
a a
? c~n io? FINISH GRADE o w
U Z .0
-- - ---- _ MAINTAIN 6.5' COVER- m= N WATER SERVICE LINE STUB FOUNDATION 1' MIN.
o.TSa o � (SEE C.O.B. STANDARD --�-�— WATER SERVICE LINE --III WALL
DRAWING 02719-1) ANGLE STOP �.BACKFLOW PREVENTION
^ INSTALLED BY CUSTOMER (SERVICE
CD APPLICATION- INSTALLED BY CONTRACTOR
'-EXISTING GROUND ��awm APPLICATION & PLUMBING PERMIT REQUIRED) METER
1' MIN, III
4740 w N O
s s a ci 11 r V
EXT'G 6" D.I. W/L 119 LF OF 6" DI PIPE CLASS 51 WATER MAIN 0FIXTURES ;
INSTALLATION REQUIREMENTS
EXISTING 8"x8"x6" 1. WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. FOOTING a -
TAPPING TEE_/ 2. SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4, i", 1 1/2", AND 2" SERVICES. SEE STANDARD DRAWING N0. 02719-2
FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED.
AND 6" FLzMJ GATE
VALVE, VALVE BOX AND 3. STRAIGHT COPPER TUBING SHALL BE USED FOR 1 t/2" AND 2" SERVICES. \\
THRUST BLOCK 4. SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT `GRAVEL
CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL
LARGER THAN 3/4".
5. PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS.
6. METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. QUARTER-BEND COUPLING
7. NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT.
a < < ^,'� ^ 8. CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. (1 1/2" & 2" SERVICES ONLY) '
^ ^ ^^ n a 8
< < < a a a
DETAIL B
0+00 1+Do 2+00 3 DETAIL TYPICAL FLOOR PENETRATION (N.T.S.) s
'WATER '
PROFILE VIEW AS—�UILT AIL NO. 02719-6 8
PROJECT
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE M: 02-070 $j-jEE'I'
D�URSTON MEADOWS CONDOMINIUM PARK civil Engineering DATE: 9/2002
1 REVISED PER CITY REVIEW CGB 4/30 02 g g 32 DISCOVERY DRIVE �� OF
2 REVISED PER CITY REVIEW CGB 5/2 02 w s2ZL. Land Surveying BOZEMAN,MT 59718 W-Align0l.dwg
_ 3 AS-BUILT RFC 10 3 2002 1 INCH = 20 FEET 1 INCH = 5 FEET p�°fz5� WATER MAIN PLAN AND PROFILE Geotechnical Engineering FAX(40PHONE )582-57706)582U221 OVERALL SHEET 3 W 3
PROJECT ENGINEER: CGB DRAWN BY: RFC i �5 ALLIED FAX1406)582-5770 DL;RSTONMEADO�tiS
BOZEMAN MONTANA ENGINEERING Structural Engineering
DESIGNED 6Y: CGB REVIEWED BY: CGB ' vA�° ' WATER PLAN AND PROFILE