HomeMy WebLinkAbout20. Irrigation System6' 910E RIP RAP
SPILLWAY
SEE OETAILS
V OUT 63920
1 2{' ADS -1112
NLNAT 21
V IN 63850
HAST STRUCTURE
SEE PETALS
639200
NV «UT.e39
4 LF IS•
INV OUT 6395.
6 IF 21• A05-1412
CULVERT 20
INV IN 6396.0
INET STRUCTURE
DETAILS
DETENTION "
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PROVIDED 2
O:Enaow
IRICATON PIPE
ADS -912
N6-IR9
\RISE, 64100
N 6406A'
NEW IRRIGATION
• 1347307 SOFT
PHASE 1 CGN5IPUCNp1 30.93 AC
691 LF. tOVERFLOW PIPE 1
DEW LATERA.
RRIGA11a. DITCH
DRAINAGE SWAEE—
GRAN UNE 19
200 Le 6' Pie see -41
NV 00150410.e
GENERAL CONSTRUCTION NOTES FOR THE NEW IRRIGATION SYSTEM:
1. THE CONTOUR INTERVAL OF THIS MAP I5 TWO FOOT.
2. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION
OPERATIONS W111HIN THE LIMITS OF CONSTRUCTION.
CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA
WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER
INVOLVED.
3. ALL UTILITIES BOTH UNDERGROUND OR OVERHEAD, SHALL
BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT
THE ENTIRE CONSTRUC110N PERIOD. THE CONTRACTOR
SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE
TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE
CONSTRUCTION.
4. THESE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL
FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES
FOR FIELD LOCATIONS OF UTILITIES PRIOR TO
CONSTRUCTION.
5. THE EXISTING IRRIGATION DITCH ONCE PIPED SHALL BE
BACKFILLED TO A MINIMUM OF 24" OF COVER OVER
THE NEW PIPE.
6. ALL BENDS IN THE PRESSURE IRRIGATION SYSTEM BOTH
HORIZONTAL AND VERTICAL SHALL HAVE THRUST BLOCKS
INSTALLED SIZE OF THRUST BLOCK SHALL BE SAME AS
THAT SPECIFIED FOR POTABLE WATER SYSTEM.
7. ALL GRAVITY FLOW PIPES MUST HAVE WATER TIGHT JOINTS.
,
e- IRlbMl0 S8R
VN]E4U000V � I
INw8OUAL PIMP ��
,C�MY1)NECRGI TO IRITCAII0
91TTEU FOR LOT 13
.•
IRRIGATOR RISER
ALVNNOCU
1410 INDIVIDUAL PUMP
CONNECTOR TO IRRIGATION
SYSTEM EO 1015 17 & 18
DRAINAGE SWALE
DRAINAGE/SWWALE
V G.TION RISER
ROOD
' ANO MAMMAL PUMP
CONECTO TO IRRIGATION
SYSTEM FOR LOT 19
MY 00.e487.
1 IF it CUP
9n 11.64/111
VN9.T-M4 .
14
ASP/ULT.
••NEW ASPHALT
e• IRRIGATION 815ER
ALKINQT
T AVO IPUMP
6WRECTON ErnaR TO IRRIGATOR
SYSTEM FOR LOT LOi 20
IRR a
4
GRAPHIC SCALE
\\\\\\ \\\
(INFEEf)
1 inch = 100 ft.
APPROVED
FOR
CONSTRUCTION
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MATCH LINE SHEET 70
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'MW NOLLY0IN9I
® 9.LIq ANI M011N310
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'GGr9' NI ANI\
NEW IRRIGATION N
199759 SOFT
4.58 AC
3/27/07 PHASE 1 & 2 AS-BUILTS
3/24/06 MODIFIED IRRIGATION LINE
542/05 GARFIELD COUNTY COMMENTS
DATE
REVISION
JPP
CJB
RT
BY
SOPRIS ENGINEERING, LLC.
'IVIL CONSULTANTS1
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
CARFIELD COUNTY
SPRINGRID GE RESERVE
PHASE H PUD
IRRIGATION SYSTEM
DES. RTM
DR. RTM
CK YTN
DATE 6/23/04
FILE NO.
24040.01
SHEET 69
OF 85