HomeMy WebLinkAboutCypress Utility Renovations - Record DrawingsCYPRESS UTILITY RENOVATIONSBOZEMAN, MONTANACOVER SHEETTHE CITY OF BOZEMANENGINEERING DEPARTMENT20 E. OLIVE -- P.O. BOX 1230BOZEMAN, MONTANA 59771-1230PHONE: (406) 582-2280 -- FAX: (406) 582-2263GENERAL NOTES
CYPRESS UTILITY RENOVATIONS
CITY OF BOZEMAN, MONTANA
APRIL 2025
VICINITY MAP
INDEX
SERVICE LINE KEY
C1
PROPOSED
WORK AREA
KARL A.
JOHNSON
No. 84123PE
M O N TAN
A
PROFE
S
SIONAL E N G INEERLICENS E D
LEGEND
EXISTING GAS LINE
EXISTING TELEPHONE LINE
EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
EXISTING STREET SIGN
EXISTING STREET LAMP
EXISTING STORM LINE
EXISTING STORM DRAIN MANHOLE
EXISTING SEWER LINE
EXISTING SEWER MANHOLE
EXISTING WATER MAIN
EXISTING WATER GATE VALVE
EXISTING WATER SERVICE
EXISTING WATER CURB STOP
PROPOSED STORM MAIN
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
PROPOSED WATER GATE VALVE
W/V.B.WITH VALVE BOX
G G
SD
T T
D
SS
CP#2
CP#1
CP#6
CP#3
CP#5
CP#7
CP#8
CP#9
CP#4
W
W
W
CP /AC2 CONTROL
CP /AC2 CONTROL
KARL A.
JOHNSON
No. 84123PE
LICENS E D
M O N T ANA
PROF
ESSIONAL E N G INEERMAIN ST TO
BABCOCK ST CIPP
LINE SEWER MAIN.
SEE SHEET S3
BABCOCK TO
MCADOW CIPP LINE
SEWER MAIN. SEE
SHEETS S4 AND S5
OLIVE STREET WATER
MAIN REPLACEMENT.
SEE SHEET W4
GWIC WELL #298009
APPROX. LOCATION
GWIC WELL #242474
APPROX. LOCATION
MCADOW AVE WATER
MAIN REPLACEMENT.
SEE SHEET W5
CYPRESS AVE WATER
MAIN REPLACEMENT.
SEE SHEET W6
(WEST) CURTISS
ST WATER MAIN
REPLACEMENT.
SEE SHEET W1
(CENTRAL) CURTISS
ST WATER MAIN
REPLACEMENT. SEE
SHEET W2
(EAST) CURTISS ST
WATER MAIN
REPLACEMENT.
SEE SHEET W3
WELL ID UNKNOWN
IRRIGATION ONLY
APPROX. LOCATION
CURTISS STORM
MAIN REPLACEMENT.
SEE SHEET SD1
(EAST) CURTISS
SEWER REPLACEMENT.
SEE SHEET S2
CURTISS SEWER
REPLACEMENT.
SEE SHEET S1
GWIC WELL #218695
APPROXIMATELY 130'
NORTH & 12' WEST OF
EXISTING MANHOLE
CYPRESS AVECURTISS ST CUR
TI
S
S
S
T
CURTISS
S
T
OLIVE ST
BABCOCK ST
MAIN ST
MCADOW AVEHIGHLAND BLVDAYLSWORTH AVEBUTTONWOOD AVELINDLEY
PARK
SUNSET HILLS
CEMETERY
GOLFWAY
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+604851.214851.214851.594851.594851.984851.984852.374852.374852.724852.724853.024853.024853.324853.324853.624853.624853.924853.924854.224854.224854.524854.524854.824854.824855.124855.124855.424855.424855.724855.724856.024856.024856.324856.324855.644855.644855.494855.494855.954855.954856.014856.014855.814855.81387 LF 8" CIPP LINED PIPE @ 1.37% SLOPE
STA 9+27,EXISTING
48" DIA. SSMH #15
RIM ELEV. = 4855.85
8" INV. IN (W)=4847.59
STA 6+37 CONNECT TO EXISTING SERVICE LEFTSTA 6+92 CONNECT TO EXISTING SERVICE LEFTSTA 7+66 CONNECT TO EXISTING SERVICE LEFTSTA 9+20 CONNECT TO EXISTING SERVICE LEFTSTA 6+13 CONNECT TO EXISTING SERVICE RIGHTSTA 7+30 CONNECT TO EXISTING SERVICE RIGHTSTA 7+60 CONNECT TO EXISTING SERVICE RIGHTSTA 8+25 CONNECT TO EXISTING SERVICE RIGHTSTA 9+15 CONNECT TO EXISTING SERVICE RIGHTSTA 5+48 CONNECT TO EXISTING SERVICE RIGHTSTA 9+08 8" WATER XING, INV. = 4849.56'MAINTAIN 18" MIN. VERTICAL SEPARATION18" MIN.
W5+006+00 7+00 8+00 9+00 9+40
STA 9+27,
EXIST. 48" DIA. SSMH #15
RIM ELEV. = 4855.85
8" INV. OUT (W)=4847.59
STA 6+37 LATERAL LINE
EXISTING SERVICE LEFT STA 6+92 LATERAL LINE
EXISTING SERVICE LEFT
STA 7+66 LATERAL LINE
EXISTING SERVICE LEFT STA 9+20 LATERAL LINE
EXISTING SERVICE LEFT
STA 6+13 LATERAL LINE
EXISTING SERVICE RIGHT
STA 7+30 LATERAL LINE
EXISTING SERVICE RIGHT
STA 8+26 LATERAL LINE
EXISTING SERVICE RIGHT
STA 7+60 LATERAL LINE
EXISTING SERVICE RIGHT
STA 9+15 LATERAL LINE
EXISTING SERVICE RIGHT
STA 5+48 LATERAL LINE
EXISTING SERVICE RIGHT
STA 8+29 ABANDON
EXISTING TAP RIGHTSTA 6+90 ABANDON
EXISTING SERVICE RIGHT
STA 6+99 ABANDON
EXISTING SERVICE LEFT
TYPE A BACKFILL
STA 5+40 - 9+27 INSTALL 387 LF
CURED IN PLACE LINE 8" VCP
HORIZ. SCALE: 1" = 20'
VERT. SCALE: 1" = 2'
KARL A.
JOHNSON
No. 84123PE
LICENS E D
M O N T ANA
PROF
ESSIONAL E N G INEER1014 E OLIVE
SS - 4" VCP
1020 E OLIVE
SS - 4" PVC
1026 E OLIVE
SS - 4" VCP
207 S MCADOW
SERVICED FROM
OLIVE
1021 E CURTISS
SS - 4" VCP
210 S MCADOW
SS - 4" VCP
216 S MCADOW
SS - 4" VCP
217 S MCADOW
SS - 4" VCP
1017 E CURTISS
SS - 4" PVC
1011 E CURTISS
SS - 4" VCP
1007 E CURTISS
SS - 4" VCP
MAINTAIN 18" MIN. VERTICAL SEPARATION
BETWEEN WATER AND SEWER / STORM MAINS
GWIC WELL # UNKNOWN
APPROX. LOCATION. IRRIGATION
ONLY PER COB BP #23-34795
KARL A.
JOHNSON
No. 84123PE
M O N TAN
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PROFE
S
SIONAL E N G INEERLICENS E D
48"
I.D.
TBC ELEV.
3" TALL X 12" WIDE SLOTS
4 ROWS OF 3 EACH FOR
TOTAL OF 12.
SIDE VIEW
TOP VIEW
10"
BASE
36" DIA. HOLE
KNOCK OUT FOR
PIPE CONNECTIONS
FLAT SLAB COVER
GRADE RINGS
INLET CASTING
NEENAH R-3067-L, EJIW 7030,
DEETER 2047l, OR D&L I-3517
6" MIN
12" MIN.
3 4" WASHED ROCK
SURROUND LIMITS OF
EXCAVATION W/
NON-WOVEN
GEOTEXTILE FABRIC
UNDISTURBED
NATIVE GRAVEL
SURROUND DRYWELL
WITH WOVEN
GEOTEXTILE OR EQUAL
48"
MIN.
NTS
E BABCOCK ST
E MAIN ST
E MAI
N
S
T
HIGHLAND BLVDCYPRESS AVEBUTTONWOOD AVEWORK AREA
LEGEND:
PLASTIC TRAFFIC BARREL
FLEXIBLE DELINEATOR
TYPE 3
BARRICADE
W4-2R
W20-1 W20-5
G20-2
NTS
R2-15ARROW
BOARD
TYPE 3
BARRICADE TYPE 3
BARRICADE
R2-1
R2-1
SPEED
LIMIT
40
SPEED
LIMIT
25
W20-1G20-2
KARL A.
JOHNSON
No. 84123PE
M O N TAN
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SIONAL E N G INEERLICENS E D
6" MIN.
1' R MIN.
5'
MIN.
4% SLOPE
MATCH
EXIST.
SLOPE
MATCH EXIST.
EDGE OF ASPHALT
STORM DRAIN INLET
6" DEPTH
CONCRETE
MATCH EXISTING
CURB
SLOPE
TOWARD
INLET
MATCH
EXIST.
SLOPE
2'
4' R MIN.
NOTES:
1.INSTALL CURB PER COB DWG #02528-1
2.CURB AND SLAB MAY BE POURED MONOLITHICALLY.
NTS
EXISTING GRAVEL
SURFACE & BASE
COURSE TO REMAIN
1 12" MINUS
CRUSHED
AGGREGATE
SURFACE COURSE
12" MINIMUM TO UNDISTURBED
AGGREGATE BASE COURSE
UTILITY PIPE
PIPE BEDDING
KARL A.
JOHNSON
No. 84123PE
M O N TAN
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PROFE
S
SIONAL E N G INEERLICENS E D