HomeMy WebLinkAbout4.0 Final Plan DocumentsFINAL PLAN DOCUMENTS FOR
NATIVE SPRINGS SUBDIVISION
GARFIELD COUNTY, COLORADO
QOM
LOT 5
12484
2 1�T LID CE
KIVENBY
rIt2ft 0 LID CE
'NOT 9
LOT 10
LOT 2
LOT 11
LOT 1
•
COUNTI' ROAD
PROJECT LAYOUT
SCALE: 1" = 150'
SECTIONS 2 &11, TOWNSHIP 6 S, RANGE 93 W, 6TH P.M.
VICINITY MAP
SCALE: 1" = 2000'
SHEET INDEX
SHEET NUMBER
1.
2.
3.
4.
5.
6.
7.
8.
TITLE
COVER SHEET
PLAT
GRADING, DRAINAGE AND EROSION CONTROL PLAN
NATIVE SPRINGS DRIVE PLAN AND PROFILE
MASTER UTILITY PLAN
IRRIGATION SYSTEM LAYOUT
MISC. DETAIL SHEET
WATER TANK DETAIL SHEET
OWNERS=
JM AND PAUL LUGI\BURL
PO BOX 950
BASALT, COLORADO 81621
PHONE: (tc:70) 923-2408 FAX: (970) 923-2408
OJNTRY
NCS/NEER/NCS
ENGINEER=
HLH COUNTRY ENGINEERING, INC.
CONSULTING ENGINEERS AND SURVEYORS
923 COOPER AVENUE
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
PLANNER=
LAND DESIGN PART\ERSHIP
918 COOPER AVENUE
GLENWOOD SPRINGS, COLORADO 81601
PHONE: (970) 945-2246 FAX: (970) 945-4066
-TIE PROPOSED IRRIGATION
,.,-"'PIPES INTO EXISTING PIPES. -
PROPOSED HAY
CHECK DAMS
UNTIL VEGETATIO
IS ESTABLISHED
PROPOSED SWALE WITH CHECK
DAMS. SEE DETAIL THIS SHEET.
EXISTING DITCH LATERAL
TO BE --.ABANDONED
LOT 9
EXISTING IRRIGATION PIPE
REMOVED AT STREET CROSSING.
INSTALL SEDIMENT
CONTROL FENCE
TO PROTECT DITCH
EXISTIt-DITCH LATERAL
TO BEBANDONED
SOD ALL SIDES
AND BOTTOM OF
ROAD DITCHES
INCLUDING
CHECK DAMS
INSTALL 80 L.F. 24" ADS
N-12 WITH F.E.S. EACH
END, MATCH EXISTING
DITCH INVERTS
INSTALL SEDIMENT
CONTROL FENCE
TO PROTECT DITCH
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
* SEE CONSTRUCTION NOTES ON SHEET 6
LEGEND
-(6500)
EXISTING TOPOGRAPHY
EXISTING IRRIGATION DITCH
PROPOSED TOPOGRAPHY
PROPOSED GRAVEL SHOULDERS
PROPOSED CHIP Sc SEAL
PROPOSED CULVERT
PROPOSED CENTERLINE
PROPOSED LOT AND R.O.W. LINE
PROPOSED DITCH CENTERLINE
PROPOSED SILT CONTROL FENCE
PROPOSED HAY CHECK DAM
CHECK DAM
(TYP.)
NATURAL CHECK DAMS
6" HIGH AS SHOWN
ON GRADING PLANS
NOTE: ROADSIDE DITCH AND CHECK DAMS TO ■■■�• ��`ag
BE ON THE EAST SIDE OF ROAD AS SHOWN ON PLANS.
COUNTY ROAD
CHECK DAM DETAIL
N.T.S.
OVER -EXCAVATE 1' BELOW THE DEEPEST UTILITY ON THE
FOLLOWING ROADS ALONG THE STATIONS SHOWN.
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PROJECT NO.
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SHEET 3
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5370
5360
DATUM ELE V
5355.00
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MATCH TO EXISTING
CR 221 CENTERLINE
BVCS: 6+75
PVI STA = 7+25
PVI ELEV = 5375.28
A.D. = 0.55
K = 180.74
BVCE: 5374.90
100.00' VC
EVCS: 7+75
EXISTING
v GROUND
w PROFILE
PROPOSED 24—INCH ADS CULVERT
MATCH TO EXISTING INVERTS.
(U
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APPROXIMATE EXISTING - ,-PROPOSED FINISH
GROUND ELEVATION
GRADE ELEVATION
PROPOSED
FINISH GRADE
PROFILE
1.30%
MATCH TO PROPOSED
TURNAROUND CENTERLINE
1+00
2+00
INSTALL 24" ADS N-12
CULVERT 80 L.F. WITH
F.E.S. EACH END, MATCH
EXISTING DITCH INVERTS
LOT 11
3+00
4+00
5+00
6+00
7+00
NATIVE SPRINGS DRIVE PROFILE
8+00
9+00
10+00
11+00
5380
DATUM ELEV
5370.00
L()
45!
50
0
LEGEND
EXISTING TOPOGRAPHY
EXISTING IRRIGATION DITCH
PROPOSED TOPOGRAPHY
PROPOSED CHIP & SEAL
PROPOSED GRAVEL SHOULDERS
PROPOSED CULVERT
PROPOSED CENTERLINE
PROPOSED LOT AND R.O.W. LINE
25
GRAPHIC SCALE
0
100
200
( IN FEET )
1 inch = 50 ft.
BV
N
0
M cD
toco HIGH POINT ELEV = 5383.57 M
'n HIGH POINT STA = 3+03.17
LkiPVI STA = 3+00
> PVI ELEV = 5383.98 w
°D A.D. = —2.75
K = 43.67
120.00' VC
APPROXIMATE EXISTING, ,-PROPOSED FINISH
GROUND ELEVATION
PROPOSED
FINISH GRADE
PROFILE
—1.30%
GRADE ELEVATION
EXISTING
GROUND
PROFILE
5381.09
5381.9
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5379,5
5379.50
5380.2
5380.15
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in
4.
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1+00
2+00
INSTALL 24" ADS N-12
CULVERT 80 L.F. WITH
F.E.S. EACH END, MATCH
EXISTING DITCH INVERTS
LOT 11
3+00
4+00
5+00
6+00
7+00
NATIVE SPRINGS DRIVE PROFILE
8+00
9+00
10+00
11+00
5380
DATUM ELEV
5370.00
L()
45!
50
0
LEGEND
EXISTING TOPOGRAPHY
EXISTING IRRIGATION DITCH
PROPOSED TOPOGRAPHY
PROPOSED CHIP & SEAL
PROPOSED GRAVEL SHOULDERS
PROPOSED CULVERT
PROPOSED CENTERLINE
PROPOSED LOT AND R.O.W. LINE
25
GRAPHIC SCALE
0
100
200
( IN FEET )
1 inch = 50 ft.
BV
N
0
M cD
toco HIGH POINT ELEV = 5383.57 M
'n HIGH POINT STA = 3+03.17
LkiPVI STA = 3+00
> PVI ELEV = 5383.98 w
°D A.D. = —2.75
K = 43.67
120.00' VC
APPROXIMATE EXISTING, ,-PROPOSED FINISH
GROUND ELEVATION
PROPOSED
FINISH GRADE
PROFILE
—1.30%
GRADE ELEVATION
EXISTING
GROUND
PROFILE
5381.09
5381.9
5381.81
5382.6
I 5382.54
5383.3
5383.25 -.
5383.5
5383.57
5383.3
N
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vi
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in
M
N
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in
5382.68
5381.7
5382.03
5381.4
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in
in
1+00
LOT 7
2+03
3+00
4+00
TURNAROUND PROFILE
LOT 1 LOT 2
NATIVE SPRINGS DRIVE PLAN
LOT 6
5+00
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LOT 7
IR IR
X X X X X 0 X x
EXISTING IRRIGATION
SHUTOFF VALVES
EXISTING IRRIGATION DITCH .,
/
x
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LOT 8
UTILITY SERVICES
LOTS 8 & 9
L
IR IR IR IR
IRRIGATION SERVICE (TYP.)
PROPOSED 10—INCH C200 IRRIGATION PIPE
• LOT 6
ED XI DITCH ISTTONG WASTE BE
ABANDONED
•
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INSTALL A SERVICE CONNECTION W/ GATE
ALVE FROM PROPOSED IRRIGATION LINE TO
B RIED TANKS FOR FIRE WATER SUPPLY.
PROPOSED FIRE WATER
biltr
TANKS, 3 — 10,000 GALLON
BURIED WITH DRAFT HYDRANT
APPROVED BY FIRE DEPT.
c
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ctP1
X
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IRRIGATION SYSTEM
TO BE DESIGNED BY
OTHERS
LOT 9
X
P1
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LOT 4
LOT 5
x
x
x
r
ABANDON EXISTING PIPE ACROSS PROPOSED RO)
f
x.
r
LOT 10
UTILITY SERVICES
LOTS 10 &11
L
LOT 11
PROPOSED
CULVERT
L
Ui—XUi---_ : UT X--
30
X T. X Ur X UT
•
L
LOT 3
0
X R
>'
11.
-a
P1
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--------------------
7 I— \ / -COUNTY ROAD 221
30 max- X30 130, 30 1 30
X
30
r
L
LOT 2
J
c
LOT 1
TIE INTO EXISTING OVERHEAD
ELECTRIC AND UNDERGROUND
TELEPHONE
UT
3.
UT
X
11111
.11
11
11
11
X X X
UT IJT UT._ UT �X
— 30
UT
X
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30
30 c)
100
50
GRAPHIC SCALE
100
200 400
( IN FEET )
1 inch = 100 ft.
1. POTABLE WATER TO BE PROVIDED BY INDIVIDUAL WELL.
2. SEWER TO BE ISDS.
3. IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS.
* SEE CONSTRUCTION NOTES ON SHEET 6.
-❑E
LEGEND
❑E
UT UT
x
PROPOSED CHIP & SEAL
PROPOSED GRAVEL SHOULDER
EXISTING ROAD
EXISTING DITCH CENTERLINE
EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND TELEPHONE
EXISTING FENCE
UTEG UTEG PROPOSED ELEC/TELE/CABLE/GAS
IR IR PROPOSED IRRIGATION LINE
PROPOSED BUILDING ENVELOPE
IRS
PROPOSED LOT LINE
EXISTING PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
PROPOSED IRRIGATION SERVICE
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NATIVE SPRINGS SUBDIVISION
IRRIGATION DESIGN
RIFLE, O. 81650
DATE', 09-1 I -02
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NATIVE SPRINGS SUBDIVISION
IRRIGATION DESIGN
PROJECT NO.
2000056.01
SHEET
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DEPTH OF COVER
NOTES:
1. PAVEMENT REPLACEMENT SHALL MEET EXISTING
THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS,
UNLESS OTHERWISE SPECIFIED ON THE PLANS.
CHIPSEAL SURFACING = 3/4" MIN.,
AGGREGATE BASE COURSE = 6" MIN.
2. IF GAS MAIN IS NOT UNDER ROAD SURFACE, REPLACE
TRENCH MATERIAL COMPACTED TO 85% STANDARD PROCTOR,
TOP 12" TO BE TOPSOIL, AND REVEGETATE.
VARIES
12" (TYP.)
EXISTING CHIPSEAL TO
BE SAWCUT (TYP.)
— DEPTH OF CHIPSEAL &
' BASE COURSE COMBINED
z
Bc + 18"
SLOPE TRENCH WALLS FOR
SAFETY PER CURRENT OSHA
& COSH REQUIREMENTS
SELECT MATERIAL COMPACTED TO 95% IF LOCATED
IN ROADWAY EASEMENT. COMPACTED TO 85% IF
LOCATED IN OTHER EASSEMENTS, LOTS OR SPACES,
CLASS 6 AGGREGATE BASE COURSE WILL BE REQ'D
IF THE ENGINEER DETERMINES THAT THERE IS NO
SUITABLE SELECT MATERIAL ON SITE.
CLASS 6 ABC BEDDING MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY.
3/4" OR 1 1/2" SCREENED ROCK ACCEPTABLE IF
THERE ARE HIGH GROUND WATER CONDITIONS AND
AS DIRECTED BY THE ENGINEER.
TRENCH CROSS SECTION
N.T.S.
NOTES:
1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED
BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY
UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME
INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT
ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL
UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR
TO CONSTRUCTION.
2. ALL CONSTRUCTION TO BE PER CURRENT GARFIELD COUNTY
SPECIFICATIONS.
3, ALL UTILITIES, BOTH UNDERGROUND OR 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.
4, THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION
OPERATIONS TO THE AREA WITHIN THE NATIVE SPRINGS SUBDIVISION SITE.
CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT
THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED.
5. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR
OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE
PROPERTY OWNER OR NATIVE SPRINGS SUBDIVISION OWNER WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
6. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL
DIRECTIONS.
7. EXISTING TOPOGRAPHY INFORMATION CREATED FROM A FIELD SURVEY BY
HIGH COUNTRY ENGINEERING, INC.
8. WATERLINE BENDS TO BE INSTALLED BY CONTRACTOR AS NECESSARY.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEFLECT PIPE
AROUND CURVES PER THE MANUFACTURERS SPECIFICATIONS.
6' SHOULDER
NOTE:
STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT
SUBGRADE TO A MINIMUM DEPTH OF 8" TO
95% STANDARD PROCTOR
6" CLASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95%
STANDARD PROCTOR
TYPICAL 22' ROAD SECTION
N.T.S.
SLOPE TO
ROAD
14' LANE
CHIP & SEAL
6'
SHOULDER
GRADE CENTER ISLAND
TO DRAIN TOWARDS ROAD
IN ALL DIRECTIONS
SLOPE 0 2%
5Z
6'
DITCH
1 TYP
6" OF CLASS 6 AGGREGATE BASE COURSE
UNDER CURB, SIDEWALK & PAVEMENT;
COMPACTED TO 95% STANDARD PROCTOR.
STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT
SUBGRADE A MINIMUM OF 8" DEPTH TO 95%
STANDARD PROCTOR.
TYPICAL TURNAROUND SECTION
N.T.S.
2'7
r%A
2
6' SHOULDER
6'
8' TO 12'
WHERE CONFLICTS WITH CULVERTS
OCCUR, DEFLECT UTILITIES VERTICALLY
UNDER THE CULVERT.
8' TO 12'
TYPICAL UTILITY COVER & SEPARATION REQUIREMENTS
N.T.S,
EXACT LOCATION OF SEDIMENT
FENCE STAKED IN THE FIELD
BY THE ENGINEER.
5 FEET
SECURE TOP EDGE OF
FILTER CLOTH TO FENCE
WIRE FENCE
FILTER CLOTH
2' F-
POST
FENCE
10' (APPROX.)
��\/.<�//
//\\/�
//\/
BURY TRAILING EDGE OF
FILTER CLOTH IN TRENCH
A MINIMUM OF 6".
POST FILTER CLOTH
MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF
STANDARD WOVEN LIVE -STOCK WIRE, A MINIMUM OF 36"
IN HEIGHT, A MINIMUM OF 14 -GAGE WIRE, WITH A
MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITHER
WOOD OR STEEL, MINIMUM LENGTH OF 5'.
SEDIMENT CONTROL FENCE
N.T.S.
STAKES
Sits2"x2"x3'
\\
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k`o 15' m`'d
BALES
—� EMBEDDED
4" TO 6"
SEDIMENTATION CONTROL
HAY CHECK DAM
N.T.S.
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MISCELLANEOUS DETAILS
PROJECT NO.
2000056.01
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DATE 4-3-03
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PROJECT NO.
2000056.01
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DATE 4-3-03
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WATER TANK DESIGN
PROJECT NO.
2000056.01
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PUMP ,ANL) TREATMENT
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LOT 18
100 LF 10" D P
14
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SIA 35+37
N 577555.50
E 1543358.87
LOT 19
I .
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