HomeMy WebLinkAbout10. Master Utility Sheet 1• �
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INV IN 6394.9
31 LF.
8" SDR
INV OUT=639.6
40 LF 15" ADS N12
H=1
N 9852.23
E 7 22178.85
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/--....,_ --::: N
INV OUT 6395.5
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7
66 LF 24" ADS -N12
CULVERT 20
N>ss____ INV IN 6396.0
INLET STRUCTURE
E DETAILS
)00
359
9
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/THIS A
SEWER, W
PHASE 1 CO
6" GATE VALV
8" X 6" REDUCER
8" X 8" BEND/ 90'
THRUST BLOCK
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\
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STRUCTION
DRAIN LINE 119
200 LF 6" PIP SDR -41
MH -E'
N = 39250
E = 2.22 48
ARE\A\-_ --<
:VCR, ETC, WATER SERVI
PHASE IV C> 0TRUCtONN
=.-WA=TE.R MAIN _
6Q PHASE�1 CONSTRUCTIO
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S
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7
OUND\
TAGE
RIC \
J
4-
ER 1 SDR -13.5 FORGED MAIN SEWER UNE
UMP 1 - 3" UNE
TRIGATI ON
17 & 18
TRR a 40,
L. F
72„ p�
MH -A2
N = 9004.68
E = 22014.23
TR U C TI
N
N
UILT OF BEND n
NEW LATERAL
IRRIGATION DITCH
MH -M1
N = 9367.27
E = 22148.55
t
y
ti
I
y
7
7
SEWER UNE "A"
7
ABANDON
MH -A1
N = 9273.37
E = 22118.97
7
NEED AS-:UILT OF VALVE
I ABA
8" GATE VALVE
FIRE !HYDRANT
N =19353.40
E =/22432.71
2'GATE
GATE VALVE
8 X 8" X 6" TEE
THRUST BLOCK
INV OUT=6410.6
IRRIGAyN'DITCH
;' ADS -N12
INV IN=6413.0
%H -E3
SEWER LINE "E"
\ /
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i
%/\<19 / /X
DRAINAGE SWALE
ti
FIRE HYDRANT
N = 9061.18
E = 22719.01
6" GATE VALVE
8" X 8" X 6" TEE
NEW LATERALTHRUST BLOCK
IRRIGATION DITCH
• BEND
T BLOCK
E -T -C SERVICE
77 & 76
SWITCH GEAR
CONTROLLER CABINET
ELECTRIC SERVICE
ABANDON DITC
GRAPHIC SCALE
( IN FEET )
1 inch = 50 It
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 UTIUTY
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.
MATCH LINE SHEET 29
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
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.
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.
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.
11. ALL SEWER LINE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE GARFIELD COUNTY PUBLIC
WORKS DEPARTMENT.
24040\PUD-FinolFlan\Cover MU.dwg
NOTES:
UTILITY LEGEND
-OE OE
UG UG
-FXJ$IINQS'AIEB--_
-IRR IRR
O
OD
wv
ff
0
_SF sr-
- ETC TC-
- GAS
_ -ETC -ETC-
-GAS GAS
- W W -
SS
t
EXISTING OVERHEAD ELECTRIC
EX/STING GAS
EX/STING SENER
EXIS77NG WATER
EXISTING RAW WATER /RR/GA77ON
EX/STING SAN/TARY SEWER MANHOLE
EXISJ7NG WA 7ER MANHOLE
EX/S77NG FIRE HYDRANT
EX/S77NG WATER VALVE
EXIS77NG WATER SHUTOFF
EX/S77NG GAS METER
EX/S77NG STORM DRAIN MANHOLE
EXISTING U77L/TY POLE
EX/STING LIGHT POLE
EXISTING PAVEMENT
PROPOSED FORCED SEWER MAIN
PROPOSED UNDERGROUND ELECTRIC.
TELEPHONE AND CABLE
PROPOSED GAS MAIN
PROPOSED SEWER MA/N
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE
PROPOSED WA 7ER SERVICE
PROPOSED SAN/TAR Y SEWER MANHOLE
PROPOSED FORCED MAIN SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVES
PROPOSED ELECTRIC MANHOLE
-Iaa�RR- PROPOSED IRR/GA770N PIPING
MS I 1 I: MN
PROPOSED DRAINAGE BASINS
PROPOSED LOT LINES
PROPOSED EASEMENTS
PROPOSED PA VEMENT
PROPOSED MILLED PAVEMENT
1) SEWERUNE 'A' COMPLETED THIS SHEET
2) SEWERUNE 'E' FROM UFT STATION TO MANHOLE E-2 COMPLETED THIS SHEET
3) SANITARY SERVICES COMPLETED THIS SHEET, BUT NEED TO HAVE METAL
TEE -POST INSTALLED AT SERVICE.
4) DOMESTIC WATER UNE SERVICES ARE NOT IN PLACE, AND NEED TO BE
INSTALLED AND MARKED WITH METAL TEE POST.
5) GAS UNE COMPLETED THIS SHEET
APPROVED
FOR
CONSTRUCTION
3/27/07 PHASE 1 &' 2 AS-BUILTS
C 5/12/05 GARFIELD COUNTY COMMENTS
B 5/2/05 REDESIGNED ELECTRIC SERVICE
NO. DATE REVISION
GARFIELD COUNTY
SOPRIS ENGINEERING, LLC.
r'IVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
JPP
RTM
RTM
BY
SPRINGRIDGE RESERVE
PUD
MASTER UTILITY
SHEET 1
DES. RTM CK YTN FILE NO.
DR. RTM DATE 6/23/04 24040.01
SHEET 27
OF 85