HomeMy WebLinkAboutOverbrook at Westridge SHEET 1 OF 3
STA 5+30 - INSTALL 6' GATE VALVE BARN WATER SERVICE STATIONING
MIDDLE CREEK DITCH LATERAL AND THRUST BLOCK. - - 2+69(RT) 1.1/2" _
} 2+78(LT), 3/4••
- - 830:99' )5+25(RT) 3/4
6+17(RT) 3/4"
— — —_ — - — — — 7+881RT) 3/4
STA 6+65.77 - INSTALL 45'BEND /• - / I � �-
AND 22 1/2- BEND W/THRUST BLOCKS. �• Q e
STA 2+27 - INSTALL 6" X 6" TEE,
20 L.F. 6" WATER MAIN, AND FIRE HYDRANT
W/AUX. GATE VALVE AND THRUST BLGCKS.
Q -
• w N8*17'55'W - e S STA 1+90.29 - INSTALL 90'BEND
/ •- -- --` _ !'M ` AND THRUST BLOCK. 0 25 50 100
/ In STA 6+42 - INSTALL TEE, 1p�—1 - 3 I I-' N89'04'00'E SCALE: 1"=50'
10' "' 13 L.F. 6" WATER MAIN, 10, �. II -GENERAL NOTES
AND FIRE HYDRA W/AUX. (- ,e I' I I 1 O Sp 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS
STA 8+31 TO STA 9+00 - INSULATE 69 L.F. OF -,° GATE VALVE AN I UST BLOCKS. �39✓ y z
WATER MAIN W/2" THICK STYROFOAM 40 BRAND 2 a _— R"/ b g ll — J g AND SPECIFICATIONS.
HIGH LOAD INSULATION. (OR EQUAL) / / snrt>y 41°"dI G u 0 2, NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
4•` "� l.J - I EASEMENT FOR PUBLIC SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN
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/ 1�A1ER AND SEWER. APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
20. 10', _ _ V F ENGINEERING DEPARTMENT. -
F� 10' w 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE
se9�e oo•w ENGINEER, WORKING DRAWING, SPECIFICATION SHEETS, ETC., FOR ALL
STA 6+65.77 TO STA 9+12.20 - se9Te'oD'w 3s5.16' n ,^, °� li N 110.25' EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALL 246.43 L.F. 6" WATER MAIN. - o N I to U INSTALLATION SHALL NOT BE-MADE WITHOUT THE PRIOR WRITTEN
•\ 7' z STA 1+90.29 TO STA 6+65.77 - •'o m APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THEENGINEER.
INSTALL 475.48 L.F. 6" WATER MAIN. z o 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED
• / i? o c I Im a STA 0+00 TO 1+90.29 - UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
INSTALL 190.29 L.F. 6" WATER MAIN. 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT
/ Noo LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
Ns93 Pow s•.w \�� £ S 8 I f so.o0' 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET.
_ A MINIMUM SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN
STA 9+12,20 - INSTALL 6" TAPPING SLEEVE 4q - '18'0D THE WATER MAIN AND ALL SEWER MAINS OR SERVICES.
AND TAPPING VALVE ON EXISTING 6" WATER MAIN. L�15 — — _ — — — .-10,w— 7. BENCHMARK: CITY OF BOZEMAN BENCH MARK No. 406, SW BOLT ON TOP
?s• a.28 _ ——— -- — — — lo"W— — — — — — — — — — — — OF FIRE HYDRANT, So. SIDE OF WESTRIDGE DRIVE. ELEVATION = 4917.09
\ 10 W— ——/ ��10 Ss—" — — — — — —.—to"ss__ -- —10'Ss— P. .a Bg -
/ WESTRIDGE DRIVE, .`oNTgyq•.,, Rocky Mountain Engineers
" p1Y OF BOZEMAN -- •' ' P.D. Bow BB3, 8o7emon,Montana 59771
/ ••*'•'RAY H.•••••*'
(406)586-4859
BENCHMARK 0406 STA 0+00 - INSTALL 6" TAPPING SLEEVE AND =w CENTER
/ TAPPING VALVE ON EXISTING 10" WATER MAIN, 0� -o :� PROJECT:AND THR OVERBROOK AT WESTRIDCE -
11ST BLOCK. Z Z I.I ?o
5653 ES 6'WATER MAIN
/ / _ J Q •,,��h' �Q,•,.•• DESIGN BY: DATE: DRAWN BY: DATE
'•.,A�ENG�NE,a• R.H.C. 7-10-92 A.M. 7-12-92
REVISIONS: DATE: CHECKED 8Y: DATE:.
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zo 3 .< FlNISH ADE a H i < APPRO ED FOR ONE VFrJ1RgFR THIS BATC.
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EXISTI G GROUND
4910 Director GIPLII+lm .l e
- - 4910
6.5'MIN.COVE
4.0'MIN. COVER _ ��
W/INSUL TION 6"5'MIN.COVER _ _
"- - - - - 4905
.1.,CL455 5
WATER MAIN -
6"
4900
4900
<895
— 4895
s
?ti -'OCT1S92 oo
Y S m o og o o w m
,)+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
STA. 4+00.00 TO 7+03.67 - INSTALL STA 4+00 - INSTALL MANHOLE d2 - _ SHEET 2 OF 3
303.67 L.F., 8" DIA. SANITARY SEWER MAIN. 6' DIA. LIFT STATION, W/2 PUMPS
FLOAT.SWITCHES, AND CONTROLS.
STA 2+40 TO 2+80 - INSULATE STA. 2+12.90 TO 4+00.00 - INSTALL
MIDDLE CREEK DITCH LATERAL 40 L.F. OF SAN. SEWER FORCE MAIN, BARN -
_ 187.1E MAIN.
4" DIA. SANITARY SEWER
4' WIDE, W/ 2" THICK STYROFOAM 40 FORCE _ \
` MAIN. SANITARY SEWER SERVICE STATIONING
STA 7+,03.67 INSTALL MANHOLE,## \\\\ BRAND HIGH LOAD INSULATION. -
STA. 2+20 INSTALL 4"x8" INCREASER 1+50 (LT
N89'04'00"E 630.99 2+10 RT
4+00 LT
�
so So - 5+40 RT)
6+60 RT)))
STA. 7+03.67 TO 8+23.67 - INSTALL 120 L.F. - - 7+25 RT -
8" DIA. SANITARY SEWER MAIN. - 8+16 RT _
- - RE5OF7zG�
STA 2+13 TO 2+53 - INSULATE
/
3 40 L.F. OF SAN. SEWER FORCE MAIN,SS g ti
ss 4' WIDE, W/ 2" THICK STYROFOAM 40_- - n_
BRAND HIGH LOAD INSULATION.
STA 8+23.67 - INSTALL MANHOLE //4 ss 58912 55 E -
s
S'410'18 E` STA 2+12.90 - INSTALL MANHOLE #1 - END OF CITY
OF BOZEMAN MAINTENANCE RESPONSIBILITY. 0 25 so -100
6"W
SS N89'04'00'E SCALE:
n$ 10, A� m , ' t a' I � 10' 97.60'
I II l
2 / C i J $ STA. 0+00 TO 2+12.90 - INSTALL
55 m > 212.90 L.F. 8" DIA. SANITARY SEWER-MAIN.
EASEMENT FOR PUBUC t
WATER AND SEWER. g
58918'00"W 395.16' A u I �� N 110.25'
o N o
NOTE: MANHOLE BARREL AND CONE SECTIONS SHALL BE
�o m_ CONSTRUCTED 4 INCHES SHORT OF THE ELEVATIONS
mo o, 3 o g STA. 0+00 - CONNECT TO EXISTING SHOWN. THE FINAL MANHOLE RIM ELEVATION SHALL
8" DIA. STUB NORTH OF EXISTING MANHOLE.
o $ I$ BE SET USING ADJUSTING RINGS AS NECESSARY TO
1O b S FIT '.HE FINAL GRADE.
60.00.
'49 '18'00
15
\P.'15 -10"W-_ _- _- - - - _ _ - -10"W -. _10•W - -- - --_
_t0•SS-. -- -10•SS_ -� Prwarea ex
\ '® "oNTA' Rocky Mountain Engineers
�10 sY CE DRL�[F •0. .4�� e•'�•, •"•"•• "'•. P.D. Box 883, B-man,Montana 59771
/ - -- -- ,*�••RAV H.•••�*'� (406)586-4859
CITY OF BOZEMAN -- •�'
CENTER o
BENCHMARK#406 x w 'z 7 5653 ES •>= PROJECT:OYERBROOK AT WESTRIOGE.-
/ 0 0 :o; r 8"GRAVITY SEWER k 4"SEWER FORCE MAIN
ZQ •"i^`rJ}pN FC157EPEE�SJ�`, DESIGN BY: DATE: DRAWN BY: DATE:
J Q '•.,�E•ENGIwE,•• R.H.C. 7-10-92 A.H. 7-12-92
„"••••• -REVISIONS DATE: CHECKED BY: DATE
R.H.C. 9-10-92 -.
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.rn lw i vY FI ISH GRADE zi i0 �aoh H$3x N zF
4915 ^ z n .. 4915
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FISTING GROUND 4910-
4910a2ll-
B"PVC SAN.SEWER -0. %
LL,
L.F.8•PVC AN.SEWER -----� � � C SAN �y1ER
1905__ - I 1 4905
�303.87 LF.8•pVC SAN.SEWE •-1.00%
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4900 -
490E
f 5'SUMP
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IB95 - 4895
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14
5+00 7+00 640E S100 4+00 3+DD 2+00 140E 0+00
SHEET 3 OF-"
OVERBROOK AT WESTRIDGE
LIFT STATION DETAIL
SUMP SUMP
5/8'X 4'CAVITY
REWIRED FOR - PUMP BASE PLATE -
GUI OE RAILS •'4'�~:
1
PUMPS- _ BOTTOM OF FILLET
1-15/32' /
15/32 RAD.,8 SLOTS 1-15/32'
SUMP SUMP _ HYDR-D-RAI )
Jf)-1/2' LOCKING HASP �— GUIDE RAIL
1 FOR PADL DRY HANDLE (OR EQUAL) ) -
l�( 10'
a
2-1/Y
/ —9 7/6' DISCHARGE PIPE
TOP VIEW
PLAN NEW STUD LOCATIONS FOR -
SHOWING OPENING SIZE PUMP MOUNTING PLATES
REQUIREMENTS FOR BILCO(OR EQUAL)
PRE-CAST SUMP COVER ACCESS FRAME k DOOR
CONTROL PANE, / (ALUMINUM)
NEMA 3R
WATER TIGHT E'ICLOSURE\
HYDR-O-RNL SYSTEM(OR EQUAL)
BOLT TO ACCESS FRAME AND
FLOOR OF WET WALL
HATCH AND MOUNTING PLATE DETAIL PROVIDE DIELECTRIC SPACER
BETWEEN STEEL RAILS AND
ALUMINUM DOOR FRAME.
30' 30' CONCRETE VALVE PIT-MINIMUM 4•I.D.
4.5'INSIDE HEIGHT,5'WALL THICKNESS
RIM ELEV.-4908.40
4:
2'GALVANIZED V-34T PIPE a 2-4'GATE VALVES _
i
NYLON 7' 2-4'SVANG 4 -
CK
EXTERIOR OF BASIN •.� LIFTING WAS VALVES
c
SHALL BE WATERPROOFED LINE
'v 6.5•MIN.COVER
ALL JOINTS SMALL BE SEALED W/RAM-NEK ABOVE DISCHARGE LINE
OR EQUAL CONCRETE BASIN SHALL BE 0
TESTED FOR LEAKAGE PRIOR TO ACCEPTANCE. V.
GASKETEO,FLEXIBLE,WATER-TIGHT DRESSER
CONNECTION BETWEEN INLET AND COUPLING -
OUTLET PIPE,AND CONCRETE BASIN. ••j.+
a - ^ I 4'PVC DISCHARGE LINE TO EAST
GRAVITY INLET .U," "..:,.:• .. _
FROM WEST "V.IIJ-4900.37_ FLOOR DRAW W/1/2 CYD.
2'WASHED ROC(BflAW.'.,...
o 4'DIA DUCTILE IRON PIPE
TO SUPPORT GATE VALVE
0
4'DUCTILE IRON DISCHARGE UNE.
_:qw_ — —
-- — COAT EXTERIOR SURFACES OF PIPES AND
FITTINGS WITH A COAL TAR EPDXY
INSIDE THE WET WELL
ti
• M tiT' .}- — ——
BOTTOM p�. i
ELEV.�4695- 7
0.5' THE CONTRACTOR SHALL VERIFY THAT
HYDRAULICALLY SEALED TYP FILLETS WILL NOT INTERFERE WITH
DISCHARGE FLANGE PUMP BASE PLATES PRIOR TO
2- SEWAGE EJECTOR PUMPS 1-PHASE CONSTRUCTING FILLETS.
b-0'
NOTE TYPE V CEMENT SHALL BE USED
IN THE CONCRETE FOR THE WET WELL
ELEVATION �° 9
SEP 1992 0
CRVOTBrnemar
a,
Rocky Mountain Engineers
y P.O. Box 883, Bozeman, Montana- 59771
(406) 586-4859