HomeMy WebLinkAbout17. Sewer Line F, G and H6500
6490
6480
6470
6460
645
DATUM ELEV.
6440.00
0+00
GENERAL UTILITY NOTES:
1+00
SEWER LINE 'F1'
PLAN & PROFILE
1. THE LOCATIONS OF UNDERGROUND UTILITIES
HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
CONSTRUCTION/DESIGN PLANS, OTHER
INFORMATION PROVIDED BY UTILITY
COMPANIES AND ACTUAL FIELD LOCATIONS IN
SOME INSTANCES. THESE UTILITIES, AS
SHOWN, MAY NOT REPRESENT ACTUAL FIELD
CONDITIONS. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO CONTACT ALL UTILITY
COMPANIES FOR FIELD LOCATION OF
UTILITIES PRIOR TO CONSTRUCTION.
2. ALL WATER MAINS SHALL BE INSTALLED WITH
A 5'6" MINIMUM DEPTH OF COVER. SERVICES
SHALL HAVE 5'6" OF COVER. IF GRADE
CONFLICTS OCCUR WITH EXISTING UTILITIES,
THE PROPOSED WATER MAIN GRADE CAN BE
VARIED PROVIDED THAT THE MINIMUM DEPTH
OF COVER IS MAINTAINED.
2+00
3. MAINTAIN A DISTANCE OF 10 FEET BETWEEN
WATER LINES AND SANITARY SEWER LINES
(EDGE TO EDGE). IF THIS IS NOT
POSSIBLE, THE ELEVATION OF THE CROWN OF
THE SEWER SHOULD BE AT LEAST 18 INCHES
BELOW THE INVERT OF THE WATER MAIN. IF
NEITHER OF THESE ARE POSSIBLE,
CONSTRUCTION SHALL BE DIRECTED BY THE
ENGINEER.
4. ALL MAIN LINE AND HYDRANT VALVE BOXES
LOCATED IN THE ASPHALT SHALL BE BROUGHT
TO 1/4 INCH BELOW FINISH GRADE
ELEVATIONS.
5. ALL UTILITIES, BOTH UNDERGROUND AND
OVERHEAD, SHALL BE MAINTAINED IN
CONTINUOUS SERVICE THROUGHOUT THE ENTIRE
CONSTRUCTION PERIOD, EXCEPT AS NOTED IN
THE SPECIAL CONDITIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE AND LIABLE FOR ANY 9.
DAMAGES TO, OR INTERRUPTION OF, SERVICES
CAUSED BY THE CONSTRUCTION.
8. THE CONTRACTOR IS TO NOTIFY WATER USERS
24 HOURS IN ADVANCE OF ANY WATER SHUT
DOWN. MORE NOTICE MAY BE REQUIRED FOR
MAJOR CONNECTIONS.
6. THE CONTRACTOR SHALL CONTAIN HIS
CONSTRUCTION OPERATIONS WITHIN
THE R.O.W. AND THE SPRINGRIDGE RESERVE
SUBDIVISION SITE. THE CONTRACTOR
SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT
THE PRIOR EXPRESSED CONSENT OF THE PRIVATE
OWNER OR SPRINGRIDGE RESERVE SUBDIVISION
REPRESENTATIVES.
THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATION AND SCHEDULING, TO THE BEST
OF HIS ABILITY, FOR THE INSTALLATION OF
NATURAL GAS, ELECTRICITY, CABLE
TELEVISION AND TELEPHONE UTILITIES.
10. ALL WATER LINE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE GARFIELD COUNTY PUBLIC
WORKS DEPARTMENT.
PHASE III CONSTRUCTION
EXISTING GRADE
MH -D7
STA 0+00
INV OUT = 6466.00
INV IN = 6466.20
RI
6480
SEWER SERVICE 6470
LOT 60
STA 0+12
INV = 6467.01
11. ALL SEWER LINE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE GARFIELD COUNTY PUBLIC
WORKS DEPARTMENT.
DATUM ELEV
646500
N = 6475.74
/ MH-Gl
�/\( STATA
INS
RIM
1+27
OUT =
= 64
/
SCALE
HORIZONTAL
VERTICAL
FINISHED
1" = 60'
I" = 6'
^,RADE �...
!�
SEWER
LOT 67
STA 2+64
INV =
SEWER SERVICE
LOT 61
STA 1+17
INV = 6468.54
SERVICE
6447.07
123 L.F.
SDR 35 44'
%
6466.00
6483.8
6466.90
6479.7
MH -F2
STA 2+97
INV IN =
INV IN =
INV OUT
RIM - 6498.23
6487.6.
6487.66
- 6487.56"
r
/
LF. B SDR ;
5 0)1.4•
SEWER
LOT 68
STA 2+56
INV = E447.10
SERVICE
6442.50
_ 6.453.5_1
6443.30
6454.3
6444.03
6454.6
6444.75
6454.7
6445.48
6454.8
N
tria
e
/
PHA
I AS -BUILT
i
/
/
/
/
/
J
7
co
4'
/
9.
MH C5
/
6440.•'
640 •0
6.-0.50
di
ne
STA 0+01
INV IN =
INV IN =
INV OUT
RIM = 6.48.'1
/
/
• 1''
6440.60
6455.5
d' N
d' co
co
6456.44
6471 5
6464.47
6478.7
6472.50
6489.3
6480.53
6499.3
0+00
GENERAL UTILITY NOTES:
1+00
SEWER LINE 'F1'
PLAN & PROFILE
1. THE LOCATIONS OF UNDERGROUND UTILITIES
HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
CONSTRUCTION/DESIGN PLANS, OTHER
INFORMATION PROVIDED BY UTILITY
COMPANIES AND ACTUAL FIELD LOCATIONS IN
SOME INSTANCES. THESE UTILITIES, AS
SHOWN, MAY NOT REPRESENT ACTUAL FIELD
CONDITIONS. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO CONTACT ALL UTILITY
COMPANIES FOR FIELD LOCATION OF
UTILITIES PRIOR TO CONSTRUCTION.
2. ALL WATER MAINS SHALL BE INSTALLED WITH
A 5'6" MINIMUM DEPTH OF COVER. SERVICES
SHALL HAVE 5'6" OF COVER. IF GRADE
CONFLICTS OCCUR WITH EXISTING UTILITIES,
THE PROPOSED WATER MAIN GRADE CAN BE
VARIED PROVIDED THAT THE MINIMUM DEPTH
OF COVER IS MAINTAINED.
2+00
3. MAINTAIN A DISTANCE OF 10 FEET BETWEEN
WATER LINES AND SANITARY SEWER LINES
(EDGE TO EDGE). IF THIS IS NOT
POSSIBLE, THE ELEVATION OF THE CROWN OF
THE SEWER SHOULD BE AT LEAST 18 INCHES
BELOW THE INVERT OF THE WATER MAIN. IF
NEITHER OF THESE ARE POSSIBLE,
CONSTRUCTION SHALL BE DIRECTED BY THE
ENGINEER.
4. ALL MAIN LINE AND HYDRANT VALVE BOXES
LOCATED IN THE ASPHALT SHALL BE BROUGHT
TO 1/4 INCH BELOW FINISH GRADE
ELEVATIONS.
5. ALL UTILITIES, BOTH UNDERGROUND AND
OVERHEAD, SHALL BE MAINTAINED IN
CONTINUOUS SERVICE THROUGHOUT THE ENTIRE
CONSTRUCTION PERIOD, EXCEPT AS NOTED IN
THE SPECIAL CONDITIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE AND LIABLE FOR ANY 9.
DAMAGES TO, OR INTERRUPTION OF, SERVICES
CAUSED BY THE CONSTRUCTION.
8. THE CONTRACTOR IS TO NOTIFY WATER USERS
24 HOURS IN ADVANCE OF ANY WATER SHUT
DOWN. MORE NOTICE MAY BE REQUIRED FOR
MAJOR CONNECTIONS.
6. THE CONTRACTOR SHALL CONTAIN HIS
CONSTRUCTION OPERATIONS WITHIN
THE R.O.W. AND THE SPRINGRIDGE RESERVE
SUBDIVISION SITE. THE CONTRACTOR
SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT
THE PRIOR EXPRESSED CONSENT OF THE PRIVATE
OWNER OR SPRINGRIDGE RESERVE SUBDIVISION
REPRESENTATIVES.
THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATION AND SCHEDULING, TO THE BEST
OF HIS ABILITY, FOR THE INSTALLATION OF
NATURAL GAS, ELECTRICITY, CABLE
TELEVISION AND TELEPHONE UTILITIES.
10. ALL WATER LINE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE GARFIELD COUNTY PUBLIC
WORKS DEPARTMENT.
PHASE III CONSTRUCTION
EXISTING GRADE
MH -D7
STA 0+00
INV OUT = 6466.00
INV IN = 6466.20
RI
6480
SEWER SERVICE 6470
LOT 60
STA 0+12
INV = 6467.01
11. ALL SEWER LINE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE GARFIELD COUNTY PUBLIC
WORKS DEPARTMENT.
DATUM ELEV
646500
N = 6475.74
/ MH-Gl
�/\( STATA
INS
RIM
1+27
OUT =
= 64
/
SCALE
HORIZONTAL
VERTICAL
FINISHED
1" = 60'
I" = 6'
^,RADE �...
!�
SEWER
LOT 67
STA 2+64
INV =
SEWER SERVICE
LOT 61
STA 1+17
INV = 6468.54
SERVICE
6447.07
123 L.F.
SDR 35 44'
%
6466.00
6483.8
6466.90
6479.7
6467.63
6480.3
0+00
SEWER LINE 'G'
PLAN & PROFILE
GRAPHIC SCALE
6o 0 30 00
120
1+00
240
( IN FEET )
1 inch = 80 ft.
N
PHASE III CONSTRUCTION
SCALE
EXISTING GRADE HORIZONTAL 1" = 60'
6460 -- VERTICAL 1" = 6'
6450
DATUM ELEV
6440.00
to
a
0<
0<
VO l I-
STA 0+00
OUT
INV
INV///
R = 6454.82
RIM =
= 6442.50
6442.60
MH -H1
STA 2+72
INV OUT =
RIM = 6455.05
6446.50
SEWER
LOT 67
STA 2+64
INV =
SERVICE
6447.07
SEWER S
LOT 62
STA 1+5•
INV = 6
RVICE
45.47
LF. B SDR ;
5 0)1.4•
SEWER
LOT 68
STA 2+56
INV = E447.10
SERVICE
6442.50
_ 6.453.5_1
6443.30
6454.3
6444.03
6454.6
6444.75
6454.7
6445.48
6454.8
N
tria
e
0+00
SEWER LINE 'H'
PLAN & PROFILE
1+00
APPROVED
FOR
C❑NSTRUCTI❑N
24040\PUD-FinalP4an\Cover Sewer C-ILDWG
-OE
-UG
2+00
UTILITY LEGEND
OE
UG
- 5 5
_ _ FXI.S IlN.G_ M ATEE_ -_
---IRR IRR
h
WV
t
xx
-sF SF-
-ETC ETC
-GAS
-S.
GAS
w -
SS
wv
N
-IRR RR-
: -. INN
:-
EXIST/NG OVERHEAD ELECTRIC
EXIST/NG GAS
EXISTING SEWER
EXISTING WATER
EXISTING RAW WATER IRRIGATION
EXISTING SANITARY SEWER MANHOLE
EXISTING WATER MANHOLE
EXISTING F/RE HYDRANT
EXISTING WATER VALVE
EX/ST/NG WATER SHUTOFF
EXISTING GAS METER
EXISTING STORM DRAIN MANHOLE
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING PAVEMENT
PROPOSED FORCED SEWER MAIN
PROPOSED UNDERGROUND ELECTRIC.
TELEPHONE AND CABLE
PROPOSED GAS MAIN
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED FORCED MAIN SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVES
PROPOSED ELECTRIC MANHOLE
PROPOSED IRRIGATION PIPING
PROPOSED DRAINAGE BASINS
PROPOSED LOT LINES
PROPOSED EASEMENTS
PROPOSED PAVEMENT
PROPOSED MILLED PAVEMENT
3/27/07 PHASE 1 & 2 AS-BUILTS JPP
G 8/31/05 CORRECTED ELEVATION ERROR RTM
F 7/20/04 MOVED LINE F WEST TO CLEAR WATBI?M
C 5/12/05 GARFIELD COUNTY COMMENTS RTM
NO. DATE REVISION BY
GARFIELD COUNTY
SOPRIS ENGINEERING, LLC.
PIVIL CONSULTANTS1
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
SPRINGRIDGE RESERVE
PUD
SEWER LINES 'F1', 'G' & 'H'
PLAN & PROFILE
DES. RTM CK YTN
DR. RTM DATE 6/23/04
FILE NO.
24040.01
SHEET 49
OF 85