HomeMy WebLinkAbout12.0 Engineering PlansASPEN VALLEYPOLO CLUB
SHFF T LIST T4 BL F
SHEET NUMBER
SHEET TI TL E
C /
HORIZONTAL CONTROL
C2
SITE LAYOUT
C3
DRAINAGE BA SINS
CI
GRADING AND DRA INA GE
C5
RI /ERS TONE CHUKKA PROFILE /
C6
PROFILES 2
C7
RA W WATER LA YOUT
C8
WET UTILITIES
C9
DRY UTILITIES
C 10
EROSION CONTROL
C / /
EROSION CONTROL DETAIL S
C /2
TYPICAL SEC TIONS
C 13
SITE DETAILS
VICINITY MAP
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CARBONDALE, CO 81623
1
N
Nom,
II00 %
\ _-
GAAP
IC SCALE
LEGEND
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
PROPOSED CONTOUR
X SPOT EL E VA TION
A POINT OF CONCENTRATION
FL OWL INE
DRAINAGE BASIN DEL INEA TION
DRAINAGE ARROW
GAS LINE
E EL EC TRIC LINE
r
TELEPHONE LINE
c CABLE TV LINE
ETC ELECTRIC, TELEPHONE, CABLE COMMON TRENCH
SS SANITARY SEWER LINE
200 0 100 200 400 800
( IN FEET I
I inch =200 ft.
0 SANITARY SEWER MANHOLE
co
O
II
IRR
RAW
SANITARY SEWER CLEANOUT
STORM DRAIN LINE
STORM MANHOLE OR CATCH BASIN
WATER LINE
WATER SERVICE LINE
DOMESTIC WELL
WATER VAL VE
FIRE HYDRANT
WATER SERVICE SHUTOFF
IRRIGA TION LINE
RAW WATER SUPPLY LINE
ASPHALT PA VEMENT
ROAD BASE SURFACE
EXERCISE TRACK SURFACE
A BBRE /IA TIONS
CL CENTER LINE
EG EXISTING GRADE
EX EXISTING
FFE FINAL FLOOR EL EVA TION
FG FINISHED GRADE
FT FEET
GAL GALLON
MAX MAXIMUM
MIN MINIMUM
POC POINT OF CONCENTRA TION
PROP PROPOSED
STA STATION
TOC TIME OF CONCENTRATION
TOW TOP OF WATER
T YP TYPICAL
YR YEAR
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
DRAWN BY
11/14/2017
I I I 1
I I I 1
I I I 1
I I I 1
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCTION
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
LINE TABLE : N BARN ACCESS CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 10
S79° 58'52"E
783.53'
(117250.00, 202140.251
(118021.58, 202003.941
CONTROL POINT
STA.200+00.00
0/S 0.00'
N202/10.25
E//7250.00
CONTROL POINT
/00 -pp STA.100+00.00
0/5 0.00'
N202202.7/
E//7757.22
I
T
ti - �NORy BARN ACCESS ar ao
CL
0 0 I
ti ti o L /O I
o0o
-I�-
ti - o _
ti
o ~
CONTROL POINT 102 00 \ a, ti o
STA.300+00.00 \
0/S 0.00' ti
N20/95/.20 300-00
E//7707.96
I(-)
LINE TABLE : CONNECTOR RD. CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 12
S75° 00'00"E
112.23'
(117836.05, 201684.60)
(117944.45, 201655.55)
L13
N90° 00.00"E
105.30'
(117691.92, 201689.71)
(117797.22, 201689.71)
CURVE TABLE : CONNECTOR RD. CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
C9
150.00'
39.27'
S82° 30' 00"E
(117797.22, 201689.71)
(117836.05, 201684.60)
LINE TABLE : RIVERSTONE CHUKKA CL
LINE
BEARING
LENGTH
START POINT
END POINT
L I
N10° 01'08"E
58.28'
(119019.35, 201921.781
(119029.49, 201979.171
L2
N49° 58'52"W
81.00'
(119108.72, 201794.51)
(119046.69, 201846.60)
L 3
N10° 01'O8"E
157.66'
(119149.64, 201451.29)
(119177.06, 201606.55)
L 4
N82° /8'27"E
308.68'
(118673.55, 201246.57)
(118979.46, 201287.89)
L5
S74 ° 55'24"E
84.17'
(118395.30, 201281.17)
(118476.57, 201259.28)
L 6
S78° 40' 04"E
403.89'
(117935.66, 201375.46)
(118331.68, 201296.101
L7
S0 ° 00'00"E
325.05'
(117774.96, 201896.61)
(117774.96, 201571.56)
L 8
S19° 53'40"E
47.75'
(117746.78, 202009.56)
(117763.03, 201964.67)
L9
S 10° 01 '08"W
104.74 '
(117757.22, 202202.71 I
(117739.00, 202099.56)
CURVE TABLE : RI VERS TONE CHUKKA CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
CI
80.00'
83.78'
N/9 ° 58' 52"W
(119046.69, 201846.601
(119019.35, 201921.781
C2
200.00'
209.44'
N19° 58' 52 "W
(I 19177.06, 201606.55)
(I 19108.72, 201794.51)
C3
200.00'
252.33'
N46° 09' 47"E
(118979.46, 201287.891
(119149.64, 201451.291
C4
500.00'
198.70'
S86° 18' 28"E
(118476.57, 201259.28)
(118673.55, 201246.57)
C5
1000.00'
65.36'
S76° 47' 44"E
(118331.68, 201296.10)
(118395.30, 201281.17)
C6
200.00'
274.60'
S39° 20' 02"E
(117774.96, 201571.561
(117935.66, 201375.461
C7
200.00'
69.44'
S09° 56' 50"E
(117763.03, 201964.671
(117774.96, 201896.611
C8
175.00'
91.36'
S 04 ° 56' 16"E
(117739.00, 202099.561
(I 17746.78, 202009.561
I 103-00 t
I I
301-00 +I
104-00 +
t I CABIN ACCESS RD CL
CONTROL POINT 302-00 v
STA./100+00.001 I
0/S 0.00' /05-00 I Lj+
N20/689.7/ + L131 09 CONNECTOR RD CL
E//769/.92 I_ _ ��
o I o ��� L 72
303-0.•. t I ,��� soi
ti %. h
I I �b
/06-00 t 1� I
II sao 00
304-00
t 1o1-00
I \
305-00 \C
I¢
z
306-00 1-Z
Im
I� W
I
307-00
308-00
308-28
T
t
I
CONTROL POINT
STA.500+00.00
0/5 0.00'
N20/575.23
5117858.33
-' L6
LINE TABLE : CABIN ACCESS RD. CL
LINE
BEARING
LENGTH
START POINT
END POINT
L 14
N10° 01'08"E
44.83'
(117884.71, 201724.57)
(117892.51, 201768.71)
L15
N19° 58'52"W
32.81'
(117898.17, 201667.95)
(117886.96, 201698.79)
L 16
N40° 01'08"E
32.81'
(117877.07, 201642.83)
(117898.17, 201667.95)
L 17
N10° 01'08"E
44.83'
(117858.33, 201575.23)
(117866.13, 201619.37)
CURVE TABLE : CABIN ACCESS RD. CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
CIO
50.00'
26.18'
N04° 58' 52"W
(117886.96, 201698.79)
(117884.71, 201724.57)
CII
50.00'
26.18'
N25° 01' 08"E
(117866.13, 201619.37)
(117877.07, 201642.83)
-CLUBHOUSE DRIVE CL
/ I -L19
I o X`3.,.
o° --- -r- O e \I
- Is..603-00
+-� S Iv
foo 00 i
b60369 1 �1�_�_�-`-
0 0
CONTROL POINT
STA.600+00.00
0/5 0.00'
N20/200.82
5/18295.96
LINE TABLE : W BARN ACCESS CL
LINE
BEARING
LENGTH
START POINT
END POINT
L11
S0 ° 00'00"E
828.49'
(117707.96, 201951.20)
(117707.96, 201122.71)
L4_-+
CONTROL POINT
STA.128+16.24
0/S 0.00' N
N20/979./7 N
5119029.49 /18-/6
,....1 /18-00
RIVERSTONE/CHUKKA CL+
GRAPHIC SCALE
100 0 50 100 200 400
I
T
I
I
T
/11-0o
LINE TABLE : CLUBHOUSE DRIVE CL
LINE
BEARING
LENGTH
START POINT
END POINT
L18
S/0 ° 01'08"W
75.05'
(118491.02, 201310.07)
(118477.97, 201236.171
L19
S79° 58'52"E
112.00'
(118349.92, 201373.59)
(118460.21, 201354.101
L 20
N 10° 01 ' 08"E
63.74'
(118295.96, 201280.821
(118307.05, 201343.59)
(IN FEET
I inch =100 ft.
CURVE TABLE : CLUBHOUSE DRIVE CL
CURVE
RADIUS
LENGTH
CHORD DIRECTION
START POINT
END POINT
C12
38.00'
59.69'
S34° 58' 52"E
(118460.21, 201354.10)
(118491.02, 201310.07)
C 13
37.00'
58.12'
N55° 01 ' 08 "E
(I 18307.05, 201343.59)
(I 18349.92, 201373.59)
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEYPOLO CLUB
CARBONDALE, CO 81623
DRAWN BY
11/14/2017
DESCRIPTION
LAND USE
(
(
I ! I
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
HORIZONTAL
CONTROL
Cl
PROPOSED
NORTH SEPTIC FIELD
RIVERSTONE/CHUKKA CL ALIGNMENT
GYES7-800/1/
BpUN//16///1/4 )/
fGy/1/AY 82
TRAILER PARK ENTRANCE
r--
- 50.0'
32.8' I
RIVERS TONE/CHUKKA CL ALIGNMENT
BASIN DITCH
EX. CULVERT (TYP.)
WEST BARN CL ALIGNMENT_
PADDOCK (TYP.)
PROPOSED WEST POND
FOR IRRIGATION STORAGE
FIELD 2
180.0'
PROPOSED
WEST SEPTIC FIELD
EXERCISE TRACK
32.8'
50.0' —
MN NIB
Mb AMU
rrrIMO
OCR rCON
00
r r r r
BARN I
1
301-00
t
302-00
I
-I—
103100
)011Z
Ij
13
t
I
I
21.0' (TYP./
PROPOSED NORTH POND
FOR IRRIGATION STORAGE
PROPOSED CABINS (TYP.)
2-00
105:0
BARN 3
301-00 -I-
305
305 8Q
BARN 2
1/0610
I I
T
t
PARKING / TAILGATING AREA
CLUBHOUSE PARKING AREA
PROPOSED WELL
RELOCATED MCLURE CABIN
PROPOSED
EAST SEPTIC FIELD
PARKING / TAILGATING AREA
307-00 +
t
I
308-N0
308-28
BARN /
\ \
\
100
• •y
r r r • •
• /
i
i
i
i
PHASE I CONSTRUCTION LIMITS (TYP.)
o
.11
els b
'ills mem 006 8111
egg MO Oil c,
c, um 100
:2 00 00111.1.1
• •
00 Ill Ill II° ill Ili ill II° ill ill Ill
♦•
••
••
FIREFLY WAY
FUTURE ROAD APRONS
FOR ZONE DISTRICT 2
PROPOSED SOUTH POND
FOR IRRIGATION STORAGE
EX. VEGETATION
TO REMAIN (TYP.)
N— STONEFLY LOOP
FUTURE ROAD APRONS
FOR ZONE DISTRICT 2
Z
ick -
o0
as No
OM
I
i
100 0
WALDORF ENTRANCE
PROPERTY LINE (TYP.)
GPAPHIC SCALE
50 100 200
400
( IN FEET
I inch =100 ft.
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
SITE
LAYOUT
C2
6300
6290
6265
100
0
50
GAAP
100
I
IC SCALE
( IN FEET
I inch =100 ft.
200
BASIN /
AREA = 20. z17 ACRES
C VALUE=0../5
TOP EL . = 6306'
HOT TEM EL . = 6293'
FLOW LINE LEGTH=1680'
TOC= 76 MIN
/0 YR. PEAK FLOW =1.92 CFS
BASIN 2
AREA =15.79 ACRES
C VALUE= 0. /8
TOP EL.=632/'
BOT TEM EL . = 6302'
FLOW LINE LEGTH=1700 '
TOC=66 MIN
/0 YR. PEAK FLOW=2 01 CFS
POC I
6,295
6290
1
BASIN 3
AREA = 7.75 ACR
C VALUE= 0.2I
TOP EL.=632/'
BO T TEM EL.
FL O W LINE L
TOC= z12 MIN
/0 YR. PEAK L
r
1
V
i
i
\
6300
POC 2
6295
POC 3
I
1
I
i
i
400
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
DRAINAGE
BASINS
C3
PROPOSED CURTAIN DRAIN ALONG FIELD
6290
6265
DAYLIGHT CURTAIN DRAIN AT WETLANDS
BARN 4
F.F.E. = 6306.00'
WEST POND
T.O.W.=6304.00'
BARN 3
F.F.E.= 6304.25'
12
BARN 2
F.F.E.= 6302.25'
WESTBOU
ND//IG,y11/gY82
EASTBOUND H/6y11,4 Y 82
OLDHI
100
0 50
GAAP
100
IC SCALE
200
400
� BARN g
F F E.= 63/0 �5•
----------------
%4Y 82
( IN FEET
I inch =I00 ft.
0
MR aft imp im, am imp im,
\\
\N N
L- ..--- ....- ....\
lull 8" all 8118 1"11 ift ft. Wa wei rae az tan am an sie en ma
6295
6290
PHASE I CONSTRUCTION LIMITS (TYP.)
♦ •
N •
\ \ I
�- I
0
0
0
BARN I
F.F.E.= 6303.25'
6300
6295
DAYLIGHT STORM DRAIN AT WETLANDS
(11
SOUTH POND
T.O. W. = 6304.00'
PROPOSED 12" CULVERT
MCCLURE CABIN
F.F.E.= 6311.00'
EXISTING VEGETATION
TO REMAIN (TYP.)
0
ION
011
MO SO 1101 ON NIS NO 1011 OS 110
DAYLIGHT STORM DRAIN AT WETLANDS
ON
go
T
I
I
I
I
i
I
I
PROPOSED ROADSIDE DITCH (TYP.)
PROPERTY LINE (TYP.)
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
GRADING
AND
DRAINAGE
C4
6330
6320
63/0 0.00%
6300
6295
6330
6320
H.P.STA.100+32.45
H.P.ELEV.6309.07
PVI STA.100+82.45
PVI ELEV.6309.07
K=200.00
100.00' VC
a
om
U
W
-0.501
Om C0
CO 4:3
4> o
+ m
o ..
w
U
U
m
m
e
H.P.S TA.103+59.93
H.P.EL EV.6307.68
PVI STA.104+09.93
PVI ELEV.6307.43
K=200.00
100.00' VC
RI VERS TONE CHUKKA CEN TERL INE PROFIL E
HORIZ.: / "=10'
VERT: /"=10'
-1.00%
.41111
c+�
0-3
o
omO
L
U
CO
L.P.S TA.108+55.41
L.P.EL EV.6303.14
PVI STA.108+72.10
PVI ELEV.6302.81
K=33.31
100.00' VC
e
0
W
U
W
2.00%
0 0
oSCo oz
0
0
om
0
aSOm oz
o
a
0
o
CQo
0
0
a
0
o
0
o
o oz
CQ oz0
ti
0
0
0
co
o
a
CO
oCo
ccm
0
Om
0
0
0
EG L
0
0
0
-FG
ti
0
0
0
o
0
o
ti
0
0
0
0
ozOQ
c,
oz
o
0
0
0
0co oz
0
0-3
CQ0
0
0
40
0
0
om
co
Co0
0
0
om
100+50
63/0
6300
6295
101+00 /01+50
H.P.S TA.113+46.24
H.P.ELEV.6311.50
PVI STA.113+16.24
PVI ELEV.6311.70
K=39.96
100.00' VC
102+00 /02+50
O
Lu
U
m
N
O
+ C
MO
Lu
N
U
LL
LU
103+00 /03+50
-0.50$
1011-00 /01+50
H.P.STA.115+48.03
H.P.ELEV.6310.54
PVI STA.115+98.03
PVI ELEV.6310.29
K=200.48
100.00' VC
O
LU
U
m
0,
O
CO
U
Lu
105+00 /05+50
Qj
LL
U
Lu
-1.001
106+00 /06+50
107+00 /07+50
108+00 /08+50
L.P.ELEV.6307.75
PVI STA.119+77.34
PVI ELEV.6306.50
K=50.04
300.00' VC
109+00 /09+50
N
U
Lu
110+00 110+50
/11+00 111+50
rn
0
Om
0
0
0
om
0
0
0
0om
0
0
ccm
0
0
0
0
0
0
m
0
0
EG
om
FG
ccm
om
Cr-,
0
OmCr,
om
0
0
40
0
0
0
0
0
0
0
om
o,
QS
0
om
om
h
0om
0
QS
0
0
0
om
0
o
0
0
0
0
0
0Lcm
0
0
om
QQ
0
0
lcm
0
0
om
ti
0
0
rn
Om
a
0
0
om
0
0
0
om
om
om
0
Cr,
kcj
om
CcS
rn
cS
0
112+00
112+50 113+00
113+50 111+00
111+50 /15+00
6330
6320
63/0
6300
6295
0,
N
0,
O
LU
U
W
115+50 /16+00
116+50 /17+00
117+50 /18+00
0.501
118+50 /19+00
119+50 /20+00
om
0
Ccm
o
0om
a
0
0
ti
rn
om
om
EG
o
ti
0om
r FG
a
0
om
om
c
0Lcm
CO
a
om
0
om
0
-CO- 0
o N
0
0,
ti
0
om
om
\
J/
o
N
0
a
om
0
123+50 /21+00
121+50 /25+00
125+50 /26+00
126+50 /27+00
127+50 /28+00
6330
6325
6320
63/5
63/0
6305
6300
6295
120+50 121+00
121+50 /22+00
122+50 /23+00
6330
6325
6320
63/5
63/0
6305
6300
6295
6330
6325
6320
63/5
63/0
6305
6300
6295
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
RI VERS TONE
CHUKKA
PROFILE 1
C5
63/0
6300
6295
+
0
6321
63/0
6300
6295
kc
NORTH BARN CENTERLINE PROFIL E
HORIZ.: / "=10'
VERT /"=l0'
O
423W
W
+
cNJ0
W
O
6300.5
6300.77
6300.8
L
o
0
ko
0
70E9
Pt '/0E'9
630563
6306.2
n
6302.38
63020
6302.70
6302.1
6303.03
63023
6303.35
6302.6
630513
6303.9
990E9
1000E9
�o
o
e
EG
0
to
FG
—FG
�n o
e o
6301.38
6301.0
ti
o
o
630560
630d. 6
o
0
off,
0
6306.21.
6305.5
0
�p
0
6303.70
6301.6
6303.56
63089
630726
6306.3
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6302.82
6301.1
6302.68
6301.3
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202+00
202+50
203+00
203+50
201+00
201+50
WEST BARN CENTERLINE PROFIL E
HORIZ.: / "=4'0'
VERT /"=l0'
H.P.STA.303+85.84
H.P.EL E V.6304.20
PVI STA.304+10.84
PVI ELEV.6304.08
K=586.08
50.00' VC
205+00
205+50
PROPOSED GRADE
206+00
—0.59$
206+50
207+00
207+50
6320
63/5
63/0
6305
6300
6295
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co
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EXISTING GRADE
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301+00
301+50
302+00
6320
63/0
6300
6295
302+50
303+00
303+50
304+00
301+50
305+00
CLUBHOUSE DRIVE CENTERLINE PROFIL E
HORIZ.: / "=10'
VERT: /"=10'
L.P.STA.601 +87.68
L .P.EL EV .6308.72
PVI STA.601 +87.70
PVI ELEV.6308.53
K= 16.65
50.00' VC
—/.50$
PROPOSED GRADE
LOW POINT
EXISTING GRADE
305+50
0
0
0
306+00
6320
63/5
— 63/0
��
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6308.00
6307.6
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600+50
601+00
601+50
602+00
602+50
603+00
603+50
6305
6300
6295
306+50
307+00
307+50
308+00
63/0
6305
6300
6295
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY- RBG
DRAWN BY: VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
PROFILES 2
C6
6290
6285
IRR
100
0
50
GRAPHIC SCALE
100
(IN FEET )
I inch =100 ft.
200
IRR
IRR
IRR
IRR
I
NORTH POND
STORAGE VOLUME= I.I7ACRE -FT
WEST POND -
STORAGE VOLUME=I.24 ACRE -FT
G
IRR
T_E
I- L
ws
\ \
6�9S
6290
PHASE I CONSTRUCTION LIMITS (TYP.)
•••
•
•••
ego•
5300
5295
SOUTH POND
STORAGE VOLUME=0.81 ACRE -FT
DAYLIGHT POND OVERFLOW AT WETLANDS
0
t x c)
I
I
I
i
SPLITTER BOX FOR RAW
WATER SUPPLY LINES
PROPERTY LINE (TYP.)
400
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
00
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
RAW WATER
LAYOUT
C7
6300
N
v
IRR
4" SEWER SERVICE LINE
1,000 GALLON TANK FOR FIRE SUPPRESSION.
(TYP. ALL STRUCTURES)
0
Th
100
0
X50
GAP
100
IC SCALE
( IN FEET
I inch = 100 ft.
200
IRR
IRR I
100' POND SETBACK FROM SEPTIC
152' WELL SETBACK FROM SEPTIC
PROPOSED NORTH SEPTIC FIELD
1,147 SF SOIL TREATMENT AREA
W/ 92 QUICK 4 INFILTRATORS
PROPOSED 1000 GAL. SEPTIC TANK &
2000 GAL. SEPTIC TANK
I
I
BARN I
PROPOSED DRY HYDRANT
2" WATER SERVICE LINE (TYP.)
PROPOSED DRY HYDRANT
EXISTING GAS EASEMENT
1.0
PROPOSED PUMP HOUSE
NRR
PROPOSED 10,000 GAL.
WATER STORAGE TANK
PROPOSED 2 x 2000 GAL. SEPTIC TA
PROPOSED WELL
BARN 3
/01.0'
ws
169' WELL SETBACK
FROM SEPTIC FIELD
X -G
1
N
/
I 1
•
BARN 2
100' POND SETBACK FROM —/
SEPTIC FIELD
PROPOSED SOUTH SEPTIC FIELD
1,302 SF SOIL TREATMENT AREA
W/ 104 QUICK 4 INFILTRATORS
les
PROPOSED 2 x 2000 GAL. SEPTIC TANKam no ift se ma eft son wiz on so 1. a ma ea No aft Nis ea mg we
nie
\ \
1 �
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..../
/ ..
/- i—i
'-_/� i�
\
i
95.
6290
PHASE 1 CONSTRUCTION LIMITS (TYP.)
♦ •
so lesJr
-� 5300
6295
00 '-I• jr
x
PROPOSED DRY HYDRANT
RELOCATED MCLURE CABIN
PROPOSED EAST SEPTIC FIELD
1,400 SF SOIL TREATMENT AREA
W/ 112 QUICK 4 INFILTRATORS
6`'&O
100' POND SETBACK FROM SEPTIC FIELD
180' WELL SETBACK FROM SEPTIC FIELD
I
i
I
i
PROPERTY LINE (TYP.)
400
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
0
11/14/2017
DESCRIPTION
LAND USE
� � e
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
WET
UTILITIES
C8
6300
6290
6285
IRR
WEST= yfGy82
--
EASTBOUND
------------------
HI(,y/,yq Y 82
--------------
--------------------------------------------------------------------- ----
LDHIGHtere-----
ti
IRR
IRR
IRR
s s76s
EXISTING GAS EASEMENT
TAP EXISTING GAS SUPPLY
LINE FOR BARN AND CABIN
SERVICES
PROPOSED ELECTRICAL
TRANSFORMER
MR MO MIR MN IMO MIR Ma
Ms as so
u
(F
ti
WS
c
I
I
1
61
IRR
/I
ws
T
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ws
t
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II
/
•
JrI
iI
•TAP EXISTING GAS SUPPLY LINE
• FOR CLUBHOUSE SERVICE
oco
6300 �s
6295 1
S�2 y
PROPOSED ELECTRICAL l
SPLICE VAULT
1
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6290
PHASE I CONSTRUCTION LIMITS (TYP.)
100
0
50
PROPERTY LINE (TYP.)
SPAPHIC SCALE
100
200
400
(IN FEET 1
I inch =100 ft.
oko
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F.- (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
DRY
UTILITIES
C9
adieus
CONSTRUCTION ENTRANCE
........................................
.........................................
........................................
........................
...........................
...........................
w
LEGEND
rap
—w—
♦•♦
EROSION LOG OUTLET AND
INLET
PRO TEC TION
STORM DRAIN INLET
PRO TEC TION
(EROSION LOG)
SILT FENCE
DITCH FLOW LINE
CHECK DAM (EROSION LOG)
EROSION CONTROL BLANKET
CONSTRUCTION ENTRANCE
TOPSOIL AND SOD
MUL CHING/ BONDED FIBER
MATRIX
CONSTRUCTION ENTRANCE
♦� `gir+:
..
��. ��
1 -
SF
SF
SF mila
SF Alms em
SF
-SF_
rr
--V ow
RIP -RAP TO BE PLACED AT OUTLETS
—
t •� V i♦tet►`♦
100
6300
r
I►
(/ -1
6295
RIP -RAP TO BE PLACED AT OUTLET
.0
PROTECT INLET
I
I
100
NOTE:
STORM WATER BMPS ARE
NOT SHOWN TO SCALE.
EXISTING VEGETATION TO BE
PRO TEC TED
0 50
GRAPHIC SCALE
100 200 400
( IN FEET )
I inch =100 ft.
NOTES:
I. STORING, STOCKPILING AND STAGING AREAS WILL BE IDENTIFIED
BY THE CONTRACTOR. THE CONTRACTOR SHALL UPDATE THE
EROSION CONTROL PLAN AND THE SWMP TO REFLECT THESE
AREAS. APPROPRIATE BMPs WILL BE INSTALLED PER THE SWMP.
2. CONCRETE WASHOUTS WILL BE IDENTIFIED BY THE CONTRACTOR
AND SUBJECT TO APPROVAL BY THE ENGINEER. THE CONTRACTOR
SHALL UPDATE THE EROSION CONTROL PLAN AND THE SWMP TO
REFL ECT THESE AREAS. APPROPRIATE BMPs WILL BE INSTALLED
PER THE SWMP.
3. FOR OUANTITIES, EACH EROSION LOG OUTLET AND INLET
PRO TEC TION, EROSION LOG STORM DRAIN INLET PRO TEC TION AND
EROSION LOG CHECK DAM IS ASSUMED TO BE /0 FEET LONG.
5 EROSION CONTROL BLANKETS ARE TO BE INSTALLED ACCORDING
TO MANUFACTURES RECOMMENDATIONS ON ALL SLOPES CALLED
OUT ON THIS PLAN.
6. ALL DISTURBED AREAS ARE TO BE TOPSOIL ED (1 INCH) AND
SEEDED, THIS SHALL BE DONE PRIOR TO INSTAL L A TION OF
BLANKETS.
Z CONTRACTOR TO IDENTIFY APPROPRIATE NATIVE SEED MIX PRIOR
TO CONS TRUC TION AND SUBMIT TO ENGINEER FOR APPROVAL.
8. AREAS THAT ARE DISTURBED DURING CONSTRUCTION, INCLUDING
STAGING, THAT ARE NOT IDENTIFIED ON THIS PLAN SHALL BE
RE VEGETA TED AT THE CONTRACTORS EXPENSE.
9.
EROSION CONTROL PLANS FOR EACH BUILDING UNIT SHALL BE
SUBMIT TED AT THE TIME OF OBTAINING PERMIT FOR THAT UNIT
AND ARE NOT REFLECTED ON THIS PLAN.
/0. CONTRACTOR TO REFERENCE LANDSCAPE PLAN FOR FINAL
STABIL IZA TION OF PROPOSED GRADED AREAS NOT COVERED IN
THE EROSION CONTROL PLAN.
II. ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE TO
BE INSTALLED IN COORDINA TION WITH THE CONS TRUC TION
DISTURBANCE. NO TEMPORARY EROSION CONTROL BMPS ARE TO
REMAIN AFTER CONSTRUCTION IS COMPLETE AND/OR
ESTABLISHED RE VEGETA TION HAS OCCURRED.
/2. ALL MINOR ROADSIDE DITCHES AND SLOPES ARE TO BE TOPSOIL ED
AND SEEDED EVEN THOUGH IT IS NOT REFL EC TED ON THIS PLAN.
THE OUANTI TIES FOR TOPSOIL AND SEED IN THE BID SCHEDULE
REFL ECT THIS INSTAL L A TION.
/3. CONSTRUCTION FENCE IS TO BE INSTALLED PRIOR TO
DISTURBANCE. CONSTRUCTION FENCE SHOULD ONLY BE
INSTALLED IN AREAS OF CURRENT CONSTRUCTION ACTIVITY AND
REMOVED WHEN CONS TRUC TION ACTIVITY IS COMPLETE.
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970) 340-4130 F: (866) 876-5873
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEYPOLO CLUB
CARBONDALE, CO 81623
DRAWN BY
I—
0
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCT/ON
EROSION
CONTROL
C70
O VERL AP OR ABUT
ROLL EDGES
6" DEEP MINIMUM
KEY IN TRENCH
EROSION BLANKET DETAIL
NOT TO SCALE
PREPARED SLOPE (SEEDBED)
WITH SEED IN PLACE
INLET PRO TEC TION DETAIL
NOT TO SCALE
ROCK SOCKS FOR INLETS 8"-I8"
IF USED IN LANDSCAPING
A STRAW WATTLE COULD BE USED
INSTEAD OF A ROCK SOCK
REMOVE INLET GRATE
PLACE GEOTEXTILE FABRIC
BELOW GRATE AND REINSTALL
SECTION
•
USE ROCK SOCK AROUND INLET
FOR PRO TEC TION
INTERWEAVE ENDS TO PREVENT
GAPS
ROCK SOCK
6" MINIMUM
O VERL AP AT ROLL END
2"X 2" HARDWOOD POSTS
FILTER FABRIC
2" WIDE LATH
PLAN VIEW
MULCH OR COMPOST
FOR UNTRENCHED L OGS
SHEET FLOW
WORK AREA
SIL T FENCE DETAIL
NOT TO SCALE
FABRIC ATTACHMENT
POST
FILTER FABRIC
LATH
ATTACH WITH 4"
STAPLES
BACKFILL TRENCH WITH
COMPACTED EARTH
%
USE EITHER FLAT BOTTOM OR
V BOTTOM TRENCH
V -SHAPED TRENCH SECTION
FILTER FABRIC
LATH
COMPACTED EARTH
RUNOFF
8"MINIMUM
-i 11=111=111-.
BURY FABRIC
FLAT BOTTOM TRENCH SECTION
FILTER FABRIC
LATH
COMPACTED EARTH
/2" MINIMUM
RUNOFF
/8"-24"
11LIII:
MINIM
,q(, IRS,
-KYY
_IIilii l i-111 1
1 1 '-
2" X
1
2"X 2" STAKE
WATTLE DETAIL
NOT TO SCALE
UNTRENCHED INSTAL L A TION
WOOD MULCH OR COMPOST
TO HEIGHT OF LOG
FILTER LOG
AREA TO BE PRO TEC TED
SECTION
FLOW it*
.15°
/2"MINtIMUM
FILTER LOG
OR ENTRENCHED INSTAL L A TION
4t- THIS APPL ICA TION MAY NOT BE
USED WITH L OGS SMALLER THAN /2"
TRENCH INTO GROUND
.1" MINIMUM
AREA TO BE PRO TEC TED
2"X 2" STAKES
6- a
.0f/i
f
FL O
SECTION
5 k
TRENCH INTO GROUND
1" MINIMUM
FILTER LOG
AREA TO BE PROTECTED
2"X 2" STAKES
STA BIL IZED CONS TRUC TION EN TRA NCE DETAIL
NOT TO SCALE
GEOTEXTIL E
FABRIC
PLAN VIEW
100 FT. MINIMUM
(OR AS SITE CONDITIONS PERMIT)
O -IC 2O ENTRANCE
;C)OOOOO�
o (7) (D
oncDn cDncD,ncDn
A
On
INSTALL CUL VERT PIPE IF ENTRANCE
SPANS SWAL E OR DITCH ENTRANCE
SECTION A
.1"MINIMYM DEPTH AASHTO #3 STONE
111 111
11
GEO TEXTIL E
FABRIC
H-11 11
11,
-MIt1)`UMIIIHIIfrl1 F/ P�VEA1YiEINIti11.A187: il
1
CUL VER SECTION
11
.1"MINIMUM DEPTH i AASHTO #3 STONE
• •
eip
11
• - CULVERT PIPE
1 1 1
,, r
SIZED BY ENGINEER
LI
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PFI. (970) 340-4130 F: (866) 876-5873
CHECKED BY- RBG
DRAWN BY-- VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
11/14/2017
DESCRIPTION
LAND USE
* 1
JOB #: 2017-13
NOT FOR
CONSTRUCTION
EROSION
CONTROL
DETAILS
CII
1" ASPHAL T PA VING
8"ABC
T YE A SPH. PA /E`EN T SEC TION
6"
T YE. BARN ACCESS ROAD SEC TION
3:1 TO
CA
TCH
1
3:110
6'
CA
2'
6:1
/2' ASPHALT PAVING
2.01:
/2' ASPHALT PAVING
P.G.L. 2.014e
RI VERS TONE/ CHUKKA T YP. SECTION /
SCALE: /"= 5'
/2' ASPHALT PAVING
2.01*
/2' ASPHALT PAVING
P.G.L. 2.01:
2'
6'
Tn CATCH
GRASSED -LINED SWAL E RI VERS TONE/ CHUKKA T YP. SECTION 2
h
:IT
CATS
SCALE: I" = 5'
/2' ASPHALT PAVING
2.0.1
/2' ASPHALT PAVING
P.G.L. 2.01:
2'
6'
GRASSED -LINED SWAL E
Tn CAT
3:110
caickl
33' ASPHALT PAVING
2.01:
RI VERS TONE/ CHUKKA T YP. SECTION 3
SCALE: /"= 5'
/2' ASPHALT PAVING
2.01:
/2' ASPHALT PAVING
P.G.L. ZOli*
CLUBHOUSE DRIVE T YP. SECTION
SCALE: /"= 5'
P.G.L.
33' ASPHALT PAVING
2.01:
= HORIZONTAL CONTROL LINE
P.C.L. = PROFILE GRADE LINE
CH
GRASSED -LINED SWAL E
No -
3:1 TO
CLUBHOUSE PARKING T YP. SECTION
SCALE: /"= 5'
9' ROAD BASE
CATCH
2.0S
9' ROAD BASE �{
2.0tt
3VTOCd7Cy
BARN ACCESS T YP. SECTION
SCALE: /"= 5'
`?•77o6,47.04,
LI
O
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH. (970) 340-4130 F: (866) 876-5873
CHECKED BY- RBG
DRAWN BY.- VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
5
F-
CC
11/14/2017
DESCRIPTION
LAND USE
JOB #: 2017-13
NOT FOR
CONSTRUCTION
TYPICAL
SECTIONS
C72
FLOW
12" COL L EC TOR PIPE
l2 x6" SWEEP TEE
SWEEPED IN DIRECTION
OF FLOW
WATER / SEWER CROSSING DETAIL
NOT TO SCALE
CONCRETE ENCASEMENT
r
,J
CENTER 1 FULL JOINT
WATER
HEAVILY COMPACTED
IMPORTED OR NATIVE MT'L
OR LEAN CONCRETE
CONCRETE ENCASEMENT IF
EXPOSED OR DAMAGED
SEWER
10'
10'
COMPACTED NATIVE
OMATERIAL
CONDITION 111: WATER MAIN BELOW SEWER MAIN
CENTER 1 FULL JOINT
WATER
418"
NOTE. CONDITION /2: WATER MAIN LESS THAN 18" ABOVE SEWER MAIN
SEWER/WATER LINE TO BE CONSTRUCTED OF ONE
JOINT (18' MINIMUM) OF C-900 PVC, DR -18 PIPE,
CENTERED ON SEWER/WATER LINE FOR
PERPENDICULAR CROSSING. FOR SKEW CROSSINGS,
USE C-900 PIPE UNTIL HORIZONTAL SEPARATION
EXCEEDS 10'
COLLECTION DROP DOWNS
NOT TO SCALE
VERTICAL BEND DOWN
TO COL L EC TOR PIPE
USE VARIOUS BENDS
AS NEEDED
ELECTRIC/GAS TRENCH DETAIL
NOT TO SCALE
BED 1" BELOW AND COVER 6" ABOVE PIPE
WITH CLASS 6 ROAD BASE
6" PERFORATED
UNDERDRAIN
INVERT ELEVATION
FROM PLANS
MAX. SLOPE
TYPEA SOIL 1:075
TYPE B SOIL I:1
TYPEC SOIL 1:1.5
AAA
%\\%\/\/
\/\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i\i,.
STORM PIPE TRENCH DETAIL
NOT TO SCALE
PROPOSED GRADE
III -IIII 11=1 11=1 111 11=1 11=1 11=
III-IIIIII-III-III-I 11 1=1
-III-III-III-III-III-
- 11=III-III-III-III-III=1
III -III -III -III -III -I I I
III -III -III -III -III -I
-III-III-III-III-II
II III III III -III
8" MIN.
COMPACTED NATIVE MATERIAL (3 "MINUS)
OR CLASS 6 A GGREGA TE
W/ COMPACTION
DENSITY OF 95% PER ASTM 0698
MAX. SLOPE
TYPEA SOIL 1:a75
TYPE BSOIL /:/
TYPEC SOIL 1:1.5
CL ASS 6 AGGREGATE BASE COURSE
COMPACTION TO 950
PER ASTM 06,98
TEL EPHONE AND CATV TRENCH DETAIL
NOT TO SCALE
COMPACTED NATIVE MATERIAL (3" MINUS)
OR CLASS 6 AGGREGATE
W/ COMPACTION
DENSITY OF 95$ PER ASTM D698
DEPTHS
PRIMARY EL EC TRIC=18"
SECONDARY ELECTRIC=30"
GAS LINE=30"
d' PVC CONDUIT (SCH-d0
ELECTRICAL)
GAS LINE (GAS)
1" PERFORATED PIPE I T YP. l
FINISHED GRADE
MAX. SLOPE
TYPE A SOIL 10.75
TYPE B SOIL /:l
TYPE C SOIL /:/5
SCH 10
d" PVC CONDUIT
BED d" BELOW AND COVER 6" ABOVE PIPE
WITH CLASS 6 ROAD BASE
50'
UTILITY SEPARATION REQUIREMENT DETAIL
NOT TO SCALE
SCH 10 - 1" PVC CONDUIT (CABLE)
SCH 10 - 1"PVC CONDUIT (PHONE)
12" MIN. FROM ELECTRICAL
FINISHED GRADE
BED 1" BELOW AND CO VER 6" ABOVE PIPES
WITH CL ASS 6 ROAD BASE
USE COMPA C TED NATIVE (3" MINUS) FOR BA CKFIL L
OR CLASS 6 AGGREGATE W/ COMPACTION
DENSITY OF .95$ PER ASTM D695
0 U
2" STEEL GAS LINE
3' MIN. FROM ELECTRICAL
2' MIN. FROM COMMUNICATIONS
BED IN " ROAD BASE
NOTE:
ADD WARNING TAPE ABOVE
ELECTRIC, GAS AND WATERLINES
WATER LEVEL=6301'
BOTTOM OF ICE=8302'
3' FROM BOTTOM MINIMUM
POND BOTTOM VARIES (SEE PLAN)
POLO FIELD CUT SECTION
NOT TO SCALE
6"
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PIPE ANCHOR
2' TYP.
3' TYP.
POND FED DRY H YDRA N T
NOT TO SCALE
MUELLER SUPER CENTURION
250 DRY BARREL (A -123)
OR KENED Y (K8101
DRY BARREL FIRE HYDRANT
6" GATE VAL VE
WITH KEY INSTALLED
8" OF CLASS 6 ROAD BASE
AT TOP OF TRENCH IF BELOW ASPHAL T
6" OF TOP SOIL IF IN LANDSCAPED AREAS
CLASS 6 AGGREGATE BASE COURSE
COMPACTION TO 95%
PER ASTM 06,98
WATER LINE
SCH 10 - 1" PVC CONDUIT (ELECTRICAL)
STRAINER i
INV. IN
•
15° VERTICAL
BENDS TO GAIN COVER
50'
/2"
DOUBLE SWIVWL
FEMALE ADAPTER
WITH PLUG 1-1/2"
TO 6" MST (MODEL AA 135)
FACING ROAD
5" MJ VERTICAL BEND
WITH MEGAL UGS
HYDRANT DRAIN PIT,
27 CUBIC FEET OF
/-//2" WASHED
ROCK
6"x8" REDUCER
7' MIN. COVER
i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i\ i,
'—I I I—1I1= III 1
I I
I I 1-1 I IIII
II -
50% LOCAL
-
50%LOCAL BEDDING SAND
50% TOPSOIL
1 1 1 1 1 1 I -1 1 1
BUILT UP STRUCTURAL FILL MINED ON SITE
SUBGRADE
NATIVE SOIL
CHECKED BY. RBG
DRAWN BY. VJT
ASPEN VALLEY POLO CLUB
CARBONDALE, CO 81623
m
5
CC
11/14/2017
DESCRIPTION
LAND USE
1
JOB #: 2017-13
NOT FOR
CONSTRUCTION
SITE
DETAILS
C73