HomeMy WebLinkAbout7.0 Lot 52 DrivewayJ:\projects\10025\LOT52DRIVE.dwg, 06/02/2004 08:47:36 AM
BEGIN PAS
TAPER AT
18' WIDE PAS
r
TRUE
'POINT OF
BEGINNING
/
6
5�
0
5
NOTE: PROPERTY OWNER TO
COMPLETE THE REST OF THE
DRIVEWAY TO THE HOUSE (NE).
LOT 52
40.748 AC±
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6
5
0
0
NOTE: 18" CMP TO BE
FITTED WITH A METAL
ORIFICE PLATE WITH A 5"
ORIFICE OPENING TO ALLOW
FLOW OF 0.45 CFS INTO
WETLANDS (ALIGN WITH
EXISTING WETLANDS
FLOWLINE).
STA: 13+30.
OFFSET: 19.58
INV. = 6436.
ORIFICE PLATE HEADWALL
STA: 13+
OFFSET:
82
LOT 51
2.834 AC±
EX/ST/N INLET STURCTURE
0
STA: 13+35.41
SET: 20.73 L
INV. = 6436.5
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BEGIN PASSING LANE
TAPER AT STA. 12+33.03
40' UTILITY & INGRESS/EGRESS
EA fEMENT
18" CMP PIPE
7�
\3P
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7
2 — 42" CMP CULVERTS 45
L.F. ® MIN. 1.0% WITH
CONCRETE HEADWALLS
(HEADWALL DESIGN TO
MATCH EXISTING HEADWALLS
FURTHER DOWN DEBRIS FLOW
DRAINAGE).
STA: 13+65.45
T: 11.28 R
I
740' UTILITY & INGRESS/EGRESS
EASEMENT
74
END PASSING LANE TAPER
AT STA. 14+04.84
6450
EXISTING JEEP ROAD
TING SPRING HOUSE
.6425
6874
6420. 97
PC 26626
SING L NE
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END PASSING LANE TAPER
AT STA. 4+06.74
Lf)
F0
2
40' UTILITY & INGRESS/EGRESS
EASEMENT
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Lc)
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0
V /
N
/
6450
/
/
6425
/
NOTE: USE ON—SITE
BOULDERS TO BUILD BOULDER
RETAINING WALLS TO MINIMIZE
SITE DISTURBANCE WHEREVER
POSSIBLE
(::
O 1
1
';2:441 � 11
1
1
rT�
6400
-- 6380'
682'0
/
SUNFLOWE
LOOP
GENERAL NOTES:
1. BOULDER RETAINING WALLS TO BE USED AS NECESSARY
ALONG DRIVEWAY TO ENSURE SLOPES DO NOT EXCEED 2:1.
2. PROPOSED DRIVEWAY WILL FOLLOW EXISTING JEEP ROAD.
3. LOCATION OF CULVERTS MAY NEED TO BE ADJUSTED TO
ALIGN WITH THE FLOW OF EXISTING DRAINAGE.
4. TYPICAL DRIVEWAY SECTION IS 12 FEET WIDE:
N.T.S.
6' CLASS 6 COMPACTED
ROAD BASE
NOTE: LESS THAN MIN.
COVER, CULVERT MAY BE
DAMAGED BY TRAFFIC &
EQUIPMENT
CONCRETE HEADWALL
42' CMP
(TYP - 2 EA.)
6' CLASS 6 COMPACTED
ROAD BASE
6' O.C. (TYP)
45' LF OF 42' CMP
AT 1.0% SLOPE
(MINIMUM)
CONCRETE HEADWALL
CONCRETE HEADWALLTO BE BUILT
AND DESIGNED TO MATCH EXISTING
HEADWALLS FURTHER DOWN DEBRIS
FLOW DRAINAGE CHANNEL.
SUITABLE BACKFILL MATERIAL, FREE OF
LARGE STONES, FROZEN LUMP AND OTHER DEBRIS.
PLACE BACKFILL IN LIFTS OF APPROXIMATELY
6' THICKNESS. CAREFULLY COMPACT EACH LIFT.
DEBRIS FLOW CULVERT DETAIL
18' CMP
5' DIA. ORIFICE OPENING
TO ALIGN WITH BOTTOM
OF 18' CMP
3'Xi LAG SCREWS WITH SHIELDS
ORIRCE PLATE HEADWALL DETAIL
50
GRAPHIC SCALE
O 25 50
100
200
( IN FEET )
1 inch = 50 ft.
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LOT 52 DRIVEWAY
CERISE RANCH
GARFIELD COUNTY, COLORADO
DESIGNED BY:
RRY
DRAWN BY:
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RRY
CHECKED BY:
FET
REVISION
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LOT 52 DRIVEWAY
CERISE RANCH
GARFIELD COUNTY, COLORADO
DATE ISSUED:
4-22-04
PROJECT NO.
01— 0025E
SHEET NO.
1 of 2
DESIGNED BY:
RRY
DRAWN BY:
RRY
CHECKED BY:
FET
DATE ISSUED:
4-22-04
PROJECT NO.
01— 0025E
SHEET NO.
1 of 2