HomeMy WebLinkAbout16. Sewer Line E - sheet 26450
OE
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UTILITY LEGEND
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—IRR IRR
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EXIS77NG OVERHEAD ELECTRIC
EXISTING GAS
EXIS77NG SEWER
EXIS77NG WATER
EXIS77NG RAW WATER IRRIGA170N
EXIS77NG SANITARY SEWER MANHOLE
EXISTING WATER MANHOLE
EXIS77NG FIRE HYDRANT
EXIS77NG WATER VALVE
EXIS77NG WATER SHUTOFF
EXISTING GAS METER
EXIS77NG STORM DRAIN MANHOLE
EXIS77NG U77LITY POLE
EXISTING LIGHT POLE
EXIS77NG PAVEMENT
PROPOSED FORCED SEWER MAIN
PROPOSED UNDERGROUND ELECTRIC.
TELEPHONE AND CABLE
PROPOSED GAS MAIN
PROPOSED SEWER MA/N
PROPOSED WA TER MAIN
PROPOSED SEWER SERVICE
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED FORCED MAIN SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WA TER VALVES
PROPOSED ELEC7R/C MANHOLE
PROPOSED IRRIGA 170N PIPING
PROPOSED DRAINAGE BASINS
PROPOSED LOT LINES
PROPOSED EASEMENTS
PROPOSED PAVEMENT
PROPOSED MILLED PAVEMENT
MATCH LINE SHEET 46 \
MH -E11
STA 27+87
MH -E7
STA 17+41
INV IN = 6
INV OUT =
RIM = 643
30.70
6430.50
.01
MH -E8
STA 19+
INV IN =
INV OUT
RIM = 6'
6435.20
6435.00
43.99
STA
INV I
INV 0
RIM =
MH -E12
STA 30+33
INV OUT = 6458.92
IN = .4
OUT = 64
= 6465.58
FINIS
ED GRADE
8" WATER
R SERVIC
63
30+29
= 6459.56
6440
SEWER
LOT 69
SERVICE
SEWER SER
LOT 66
STA 26+55
INV = 645
SDR 35 00.5
DS -N12
RT 14
INV =
WER SERVIC
T 70
A 25+33
V = 6449.5
450.54
EWER SERVI
T 65
TA 27+76
V = 6457.8
SEWER S:
E LOT 64
STA 29+
INV = 6'
RVICE
LOT 71
STA 23+
INV = 6
1
45.09
CALE
ORIZONTAL 1
RTICAL 1
'HASE 11
CONST
' UCTION
6420
17+00
18+00
GENERAL UTILITY NOTES:
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 I5 MAINTAINED.
19+00 20+00
3. WATERMAINTAT LINESN A AND SANITARY SEWER LINES
STANCE OF 10 FEET N
(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.
21+00
22+00 23+00
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
DAMAGES TO, OR INTERRUPTION OF, SERVICES
CAUSED BY THE CONSTRUCTION.
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.
24+00 25+00
8. THE CONTRACTOR I5 TO NOTIFY WATER USERS
24 HOURS IN ADVANCE OF ANY WATER SHUT
DOWN. MORE NOTICE MAY BE REQUIRED FOR
MAJOR CONNECTIONS.
9. 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.
26+0
27+00
11. ALL SEWER LINONSTRUCTION SHALL BE IN
ACCORDANCE V THE RULES AND
REGULATIONS CHE GARFIELD COUNTY PUBLIC
WORKS DEPARIIT.
28+00
GRAPHIC SCALE
29+00
(IN FEET )
i inch = 60 1t.
30+00
APPROVED
FOR
CONSTRUCTION
24040\RJD-FinalPlan\Cover Sewer E.DWC
ti
0
1
3/27/07
PHASE 1 & 2 AS— BUILTS
JPP
C
5/12/05
GARFIELD COUNTY COMMENTS
RTM
NO.
DATE
REVISION
BY
SOPRIS ENGINEERING, LLC.
�IVIL CONSULTANTS'
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
GARFIELD COUNTY
SPRINGRIDGE RESERVE
PUD
SEWER LINE 'E'
STA 16+50 — END
PLAN & PROFILE
DES. RTM
DR. RTM
CK YTN
DATE 6/23/04
FILE NO.
24040.01
SHEET 47
OF 85