PERMFILE117156

• Permit No: M2003091
• IBM Index Class Name: Permit File
• Doc Date: 6/16/2004
• Doc Name: Grading and Drainage Plan
• From: Lafarge
• To: DMG
• Media Type: M
• Archive: No

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50 LF 34- x 53" RCP --�
AT 0.10%
INV. IN -76.41
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WITH CONCRETE HEADWALLS
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_ MATpiUNE
STA 8+25
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STA 7 +50
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CHANNEL UNDERDRAIN
AT STATION
7 +25
SEE DETAIL
TO EXISTING CULVERT
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1 CHANNEL UNDERDRAIN
AT STATION 4+75
SEE DETAIL
EXISTING HOUSE
TO BE REMOVED
}-DROP STRUCTURE 'A'
STA 4 +50
IfLD COUNTY ROAD 20 1/2
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12' WIDE GRAVEL ROAD
CWANNEL UNDERDRAIN
AT STATION 1 +75
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SCALE: 1" = 30'
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FILL OR REMOVE EXISTING DITCH TO
MATCH ADJACENT GRADES
I�0 I SEE GRADING NOTE /2
4:1 MAX.
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Rt25.00'I EXISTING DIVERSION
L�36.56' STRUCTURE TO BE REMOVED
- _ 20' OF ADDITIONAL
R.O.W. RESERVED
FOR POSSIBLE FUTURE
DEDICATION TO WELD
COUNTY
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PROPOSED 60' DITCH FASEMENT
CHANNEL UNDERDRAIN
AT STATION 12 +25
SEE DETAIL 4
2 4
DW02 -B"03
DROP STRUCTURE 'C'
STA 11 +05
CHANNEL UNDERDFAIN
AT STATION 9 +75
— — — — Z SEE DETAIL
2 4
PLAN VIEW
MAMWE
STA 8+25
STA 8 +25 TO 14 +00
SCALE: 1" — 30'
I�-
GRADING NOTES
1. THE EXISTING DItCF( CHANNFI. ROTIOM FI_EVATIONS ARE NOT UNIFORM. 714E TIE" IN
ELEVATION', GIVEN ON THE SF PLANS ARE RASED ON FIELD SURVEY INFORMATION,
BUT SHALL RE CONSIDER[[) APPROXIMATE. THE CONTRACTOR IS RFOFJIRED 10
�T - -J DETERMINE SEVFRAL SPOT :,URVEY LfVATIONS AT THE EXACT LOCATION OF THE
TIE IN POINTS AND SHAH REPORT HIS FINDINGS TO THE LAFARGE. THIS MUST Fir
DONE IN ADVANCE OF NI W CHANNEL fXCAVA rION SO THAT MINOR ADJUSTMI NT', IN
DESIGN SIOPES CAN BE MADE IF NFCriSARY THE CONTRACTOR SHALL OHTAIN IE11
DITCH COMPANY'S APPROVAL OF CHANGkS IN Df,PrN SI OPFS PRIOR TO
CONSTRUCTING THE RELO(_ArIONS Ii THOSI LLFVATION'
2. AT EACH OF THE CONNECTION POINTS, A SFCrION OF THE FXISTIN-, CHANNEL WILL
NEED 10 HE FII t ED IN IO f ORM THE RANK OF THE NEW CHANNFI. THE RACK`lllll-
SI.OPE OF THE HIL SHAII BE SIOPFD AT 4 HORI /ONTAL. TO 1 VFRTI(;AI IHI l(n,
WIDTH ON THE FILI. SECTION SHALL AF 10 EEFT. THI: SURGRADE POP. THE rllt
SHALL BE OF WATERED, SCARIHED. AND COMPACTF O TO qq% Of MAXIMUM Di NSIIY
AS DETERMINED BY THE ;TANOARD MOISTIIPF /DENSITY TEST ASTM D -1i THE RAKE
FII L SHALL RE PI ACED IN I If TS AND SHALL ALSO Df COMPACIED TO 95-C pE
MAXIMUM DENSITY AS DFTFRMINFD 13Y THE STANDARD MOISrURF /Df -NSITY 11',T ASTM D -698
Permit #.(�' ri: ,m
,l!('h /'�i/ Confidential?- /L
Classes, itJ Type -Seq.: �I
From: Z / T J fAy -.- To: n) L= •-
Doc. NameE
Doc. Date (if no date stamp): Z i
Specialist:
l� 11../
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Scale. l l(1
Oil
GRADING AND DRAINAGE PLAN
SMITH AND EMMONS IRRIGATION
DITCH RELOCATION
DUCKWORTH PIT
WELD
COUNTY, COLORADO
— CONNECT PROPOSED DITCH
2
TO EXISTING CULVERT
—
2 4
-
� I STA. 1 +00
U START ALIGNMENT
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Designed by _D_ FYf�_ -_-
— EXIST NG CULVERT.
— —
Ix
x
Ix
1't
PROPOSED 60' DITCH FASEMENT
CHANNEL UNDERDRAIN
AT STATION 12 +25
SEE DETAIL 4
2 4
DW02 -B"03
DROP STRUCTURE 'C'
STA 11 +05
CHANNEL UNDERDFAIN
AT STATION 9 +75
— — — — Z SEE DETAIL
2 4
PLAN VIEW
MAMWE
STA 8+25
STA 8 +25 TO 14 +00
SCALE: 1" — 30'
I�-
GRADING NOTES
1. THE EXISTING DItCF( CHANNFI. ROTIOM FI_EVATIONS ARE NOT UNIFORM. 714E TIE" IN
ELEVATION', GIVEN ON THE SF PLANS ARE RASED ON FIELD SURVEY INFORMATION,
BUT SHALL RE CONSIDER[[) APPROXIMATE. THE CONTRACTOR IS RFOFJIRED 10
�T - -J DETERMINE SEVFRAL SPOT :,URVEY LfVATIONS AT THE EXACT LOCATION OF THE
TIE IN POINTS AND SHAH REPORT HIS FINDINGS TO THE LAFARGE. THIS MUST Fir
DONE IN ADVANCE OF NI W CHANNEL fXCAVA rION SO THAT MINOR ADJUSTMI NT', IN
DESIGN SIOPES CAN BE MADE IF NFCriSARY THE CONTRACTOR SHALL OHTAIN IE11
DITCH COMPANY'S APPROVAL OF CHANGkS IN Df,PrN SI OPFS PRIOR TO
CONSTRUCTING THE RELO(_ArIONS Ii THOSI LLFVATION'
2. AT EACH OF THE CONNECTION POINTS, A SFCrION OF THE FXISTIN-, CHANNEL WILL
NEED 10 HE FII t ED IN IO f ORM THE RANK OF THE NEW CHANNFI. THE RACK`lllll-
SI.OPE OF THE HIL SHAII BE SIOPFD AT 4 HORI /ONTAL. TO 1 VFRTI(;AI IHI l(n,
WIDTH ON THE FILI. SECTION SHALL AF 10 EEFT. THI: SURGRADE POP. THE rllt
SHALL BE OF WATERED, SCARIHED. AND COMPACTF O TO qq% Of MAXIMUM Di NSIIY
AS DETERMINED BY THE ;TANOARD MOISTIIPF /DENSITY TEST ASTM D -1i THE RAKE
FII L SHALL RE PI ACED IN I If TS AND SHALL ALSO Df COMPACIED TO 95-C pE
MAXIMUM DENSITY AS DFTFRMINFD 13Y THE STANDARD MOISrURF /Df -NSITY 11',T ASTM D -698
Permit #.(�' ri: ,m
,l!('h /'�i/ Confidential?- /L
Classes, itJ Type -Seq.: �I
From: Z / T J fAy -.- To: n) L= •-
Doc. NameE
Doc. Date (if no date stamp): Z i
Specialist:
l� 11../
(N�
Scale. l l(1
Oil
GRADING AND DRAINAGE PLAN
SMITH AND EMMONS IRRIGATION
DITCH RELOCATION
DUCKWORTH PIT
WELD
COUNTY, COLORADO
COX �c ASSOCIATES, INC.
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on,71tinq
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Designed by _D_ FYf�_ -_-
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01/09/04
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Revision
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Checked by .. WHM-
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ADDED MINING
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