HomeMy WebLinkAbout11. Master Utility Sheet 3MATCH LINE SHEET 33
MH -A2
N = 9004.68
E = 22014.23
1
2., pip --_
<Di'47
IRR
MATCH LINE SHEET 27
NEW LATERAL
IRRIGATION DITCH
45' BEND
THRUST BLOCK
150 LF
CULVERT
FIRE HYDRANT
N = 9061.18
E = 22719.01
6" GATE VALVE
8" X 8" X 6" TEE
THRUST BLOCK
' BEND
T BLOCK
E -T -C SERVICE
77 & 76
SWITCH GEAR
CONTROLLER CABINET
ELECTRIC SERVICE
ABANDON DITC
PHASE
6" IR IGATION RISER
+VA E+HOOD
/AND INDIVIDUAL PUMP
CONNECTION TO IRRIGATION
SYSTEM FOR LOT 19
7 ADS -N1
E -T --C SER
LOTS 74 &
MH -E5
erg
6" IRRIGATION RISER
+VALVE+HOOD
AND INDIVIDUAL PUMP
CONNECTION TO IRRIGATION
SYSTEM FOR LOT 20
/ 8" GATE VALVE
FIRE HYDRANT
/6" GATE VALVE
8" X 8" X 6" TEE MH -E6
THRUST BLOCK
ABANDON DITC
FIRE HYDRANT
N = 8846.07
E = 22021.24
6" GATE VALVE
8" X 6" REDUCER
THRUST BLOCK
INV IN 6418.50
INLET STRUCTURE
SEE DETAILS
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DETENTION "B"
REQUIRED=1 44
PROVIDED=2
E III CONSTRUCTION
ABANDON
LOTS • 22
9' WIDE RIP RAP
SPILLWAY
SEE DETAILS
36" ADS-
LVERT 15
ABANDON DITCH
NEW LATERAL
IRRIGATION DITCHES
ABANDON DITC
6" IRRIGATION RISER+VALVE+HOOD
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IN I MIA WS
8" DIP
45' BEND
THRUST BLOCK\\
3 - 8" GATE VALVES
8" X 8" X 8" TEE \
THRUST BLOCK
45' BEND
HRUST B
I
GRAPHIC SCALE
50 0 25 50 100
200
(IN FEET )
1 inch = 50 !t"
NEED AS—BUILT OF
ELEC. SERVICES
GENERAL UTILITY NOTES:
-C SERVICE
5 23 & 24
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.
MATCH LINE SHEET 32
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
ELEVATI ONS.
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FEEDER LINE
5. ALL UTILITIES, 13011 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.
11. ALL SEWER LINE CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE GARFIELD COUNTY PUBLIC
WORKS DEPARTMENT.
NEW LATERAL
IRRIGATION DITCH
24040\140Fino1P[an\Cover MU.dwg
MATCH LINE SHEET 30
OE
UG
UTILITY LEGEND
OE
uc
—
__FXISBthQWAIEB___
—IRR IRR—
CD
wv
N
Q
Ct
SF
—ETC
g—
ETC-
- GAS —GAS -
- � SSS
— W W
ss
s
EXISTING OVERHEAD ELECTRIC
EXISTING GAS
EXISTING SEWER
EXISTING WATER
EXISTING RAW WA TER IRRIGATION
EXIS77NG SANITARY SEWER MANHOLE
EX/STING WATER MANHOLE
EXISTING FIRE HYDRANT
EXIS77NG WATER VALVE
EXISTING WATER SHUTOFF
EXIS77NG GAS METER
EXIS77NG STORM DRAIN MANHOLE
EXIS77NG U77LITY POLE
EXISTING LIGHT POLE
EXISTING PAVEMENT
PROPOSED FORCED SEWER MAIN
PROPOSED UNDERGROUND ELEC7RIC.
TELEPHONE AND CABLE
PROPOSED GAS MAIN
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
PROPOSED SEWER SERVICE
PROPOSED WA TER SERVICE
pS PROPOSED SANITARY SEWER MANHOLE
PROPOSED FORCED MAIN SEWER MANHOLE
7114 PROPOSED FIRE HYDRANT
1 PROPOSED WA TER VALVES
Q PROPOSED ELECTRIC MANHOLE
— IRR--IRR—
t/////7
NOTES.
PROPOSED IRRIGAT7ON PIP/NG
PROPOSED DRAINAGE BASINS
PROPOSED LOT LINES
PROPOSED EASEMENTS
PROPOSED PAVEMENT
PROPOSED MILLED PAVEMENT
1) SEWER LINES AND SERVICES, WATER LINES AND SERVICES, GAS AND OTHER
SHALLOW UTIUTIES ARE INSTALLED IN THE PHASE 1 AREA ON THIS SHEET.
2) UTIUTY CONSTRUCTION ON 11-115 SHEET IN PHASE 111 & IV ONLY.
APPROVED
FOR
C❑NSTRUCTI❑N
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.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
JPP
RTM
RTM
BY
SPRINGRIDGE RESERVE
PUD
MASTER UTILITY
SHEET 3
DES. RTM
CK. YTN FILE NO.
DR. RTM
DATE 6/23/04 24040.01
SHEET 29
OF 85