HomeMy WebLinkAbout5.0 Preliminary Plat Filing 5 & 2A11
SHEET INDEX
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PREPARED BY:
FILLING, S
SCHMUESER CORDON MEYER INC.
118 WEST 6th STREET, SUITE 200
GL ENWOOD SPRINGS, COL ORA DO
87607 (970) 945-7004
SCHMUESER
GORDON MEYER
S
ENGINEERS
SURVEYORS
PROJECT ENGINEER:
DEAN W GORDON, P.E. 14507
.1 ,',LOPILVAIMMIHIreMit.,rawNINNI,Meartal,1,11
Uri
5 0
COL ORADC
COL LEE Si: AP,/ A/ ca
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VICINITY MAP
NOT TO SCALE
,S AMIGOS RANCH PARTNERSHIP
2929 COUNTY ROAD 114
CNWOOD SPRINGS, COLORADO 81601
:z
rIC
GRAPHIC SCALE
000
( IN 7EET
1 inch = 300 ft
y•'
RAD A-
1
SUBAREA
0
SCHMUESER
GORDON MEYER
1200
Sr
D 8
PRO
CMP w/ ENO SECTIONS
•
0i
^S`I,Cs_
-Luw_--i-_
PRI VE. 9_5:
•
STA. 13+78.04
rBSgMIGOS DR. EXTENSION
F / `\
\
sy.. j .•
6' 7 -oC v�
0 /
9'
i
CYST. 24' CUL'✓FRT
Elf/ST 36' CULVERF
s -
ENGINEERS
SURVEYORS
SCHMUESER GORDON MEYER INC
118 W. SIXTH ST, SUITE 200
GLENWOOD SPRINGS. COLORADO 81601
AS /V,945 - COLORADO (301004 3) 925 94567278
LOS AMIGOS RANCH P.U.D
1
NUM-
BER REYIS/ON
1 PRELIMINARY PLAN SUBMISSION
By
4/96 FT
DRAINAGE
PLAN
•
Job No.
Drown by:
Date:
Appr. by:
+.. LO.SAM/
1502C
DMK
4/23/96
DMK
Cl
OF
N.
•ce-
4 )
G.
TEMPO,P4 CUL. -
FOR 7- 71. /NO
C01 C' 7 .REMOVED
)
o R -
kit -
0 5 ,."-•
-P
ROAD
_ -
ROAD P•
0
_
LIE ' DIRECTION TDIS TAN0E
N.5761rOPE 2
coce_ s /6244.)
A/04,40cp
Creg leTtkr),,c4
"4.441,,e, 1)
14:4)-
--„
__
coRkE 1 RADII 55
C4
460.04'
6.05.i LENGTH 1 TANGENT -71.
516 90'
700.00'
7 65 7 5' CHORD i BEARING I
370.56'
---7
N28130'57'. 41 DELTA234:rt:4,3i
24'37 59
4796 80.20 t43: 7! :6656 . 0,9 04 4 ,: 79544' V6041 '0417-W x
C4
64 7 0L)). .50 20:
04 39 56
6 4 ie. 7 9 ' '± t[: -P 79663;46% .'4 497864 9: : 55.- 5694: 47 85;05 _0,617W
(C: .124. 4c1:-5562:,
c.4
CA 6.5 '7' 56.59' 5.5 05 a 15" W
S 7 824 50 iii
_ _ _ /126500;
ItNT Lit,/ k94,124
HNT STA - '9+ 73.84
7 -)STA 18.9-89 15
- 6946;7.3
200 00' VC
-1' I
r)-
- 4 50T:
Ce
L LeINI
it C0
_
22 4- 00 Z 7 * 06
ENGINEERS
SLIP VEYORS
s .------
S GHMUE SER 4.----
----
GORDON MEYER
_1.
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
fr
cc -3; — co
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to '431to'""
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9)0 78+00
N;JM --
LOS AMIGOS' INCH P. 1/!)
trr
(0140
1
30 HOR.
20' VER.
c -XIS Vt.; LI.,/64,96 L1EvA T'ov
F/IVISHED GRADE h 1_61/47/0,V
BER 1/4570N
PRa,M/NAR V PLAN SUBMSSION
LOS AMIGOS OR. e
1 ITV 690.
EDGE
, EXISTING GRADE
cTIOSHEO GRADE
DATE BY
4/150/96 FT
16 + 00
-r
a on • •er-
Qi
cf) crt,
1.5+00
LOS AMIGOS DR.
PLAN & PROFILE
Jot No. .7 502
DrownDate
4/3/.9 6
Abbr. by: Dv;
17'e LAW 1
6960
ra
ta..t
DATUM ELEV
6480.00
c)
4
( 2
OF
LS'
5R '
7
R l 4 OJi
et` CV
J9 �,� �? ' �MjGpsDV
RV/ 5 , 4 = 0+.94.68
PV/ Ei. EV = 6939.86
100.00' V::
L)A7't/M EIS kr
6920 00
01-00
‘00 57A 01, 76
t
rt": -6939 07
ROAD RW.
1
1
I/
r
/
EDGE OF TRAVEL LANE (TVP/CAI,r
EDGE OF SHOULOER (TYPICAL)
/ CENrE,^L/NE
ROADWAY DITCH (;)-PC41;
r CURVE RADIUS I LENGTH j TANGENT 1 0110110 T BEARING T DEL IA
I.
C1 246.08' 88.36' 44.66' 8789' 539'49`35YW 20'34
02 177 30' 7 16.75' 60.58' 14 65' S68 58'39 W J743'421
C3 288.28' 94.27' 47.56' 9385' N'8.74628"W 18'44 72
C4 553.34' 40.98' 20.50' 40.97' S79.07104"T 04'1 4 3
t C5 553.34' 38.04' 19.03' .38.03' 58312'32"E 03'5620
�
06 553.,34' 84.93' 42.55' 54.85' 589'34'32" _" 06'47'40'
[
SCALE 1' = 30' HOR-
1 " = 20' VER.
1-0.261 _.
Pk? S 'A = 5 OU. 26
6997 7
tio
F.7N/SO GRADE
-EXISTING GRADE ELEVATION
-FINISHED GRADE ELEVATION
O to
a
CO
uj
a'
a
43
coOf
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co‘43
b
a
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co
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01c.-
`•01, �;
ENGINEERS
SSURVEYORS
SCHMUESER
GORDON MEYER
GM�
2+00
3t 00
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
LOS _AMIGOS BATCH P.11 D
NUM --
SER
6 - 0
REVISION
PREL/MlWARY PLAN S'/JBM./SS/ON
a
co
iv
0) /)ICT
p o,co
79-00
DATE 8Y
4/30/96 FT
ROAD A
PLAINT & PROFILE
Joh No
Drown by
date
AR};; 2y.
,5
c:AJIC t "= 30'
cy tr,1 4 t'7`FlAL 5
'✓ S 7 = .9+4 16
t, /.61 6995 75
00.00 1.-I
10
,00
Y4 -
OF
1
1
I
7 "M'--
T9H0
•Ni1J
ffl�
70+00
SCHMUESER
GORDON MEYER
s
0 !A' 0
sr\l'E'fir
I7775R
\
\ -.
V V v �» v \
00
2
C7 3. TRAVEL. LANE ( TYPICAL
fDG - OF 57)00.1.. DER (''Th'IGAL,)
Ri
:RASE
7080
• y Q\ \
\ VV A-�A � A \
\ \ \ Gx A.
ROADWAY ! ?C. r; (YI-)CAL )
SVCS. 0+45
BVC' : 7034.37
PV/ STA = 0*95
PVI ELEV = 7033.8'
100.00' VC
t
ROAD A
SC4LE: 7" = .30' NOR.
1 " = 20' VER.
ATUM ELEV
EX/STiNC GRADE ELEVA770N
FINISHED GRADE ELEVATION
SCALE` 7" = 30' H07?.
20VER
-6. 12$
i
i
eti
i
Pur STA = 3+00
PVI ELEV = 7021.26
100.00' VC
0�
1)
i
D DRIVE
EXISTING GRADE
)-71,11,5)1 LTD GRADE
- --- —
7000.00
co
——
,_�h
a et,
eN
—
�% �
--
CHORD j
BEAR/NG _
T
I
-
i
hitt.
-
iJ
-
03
-- ---r
46
6747'
_;._._.___------------------.1_----_-----
0+00
PV/ STA = 13+56
PV/ ELEV = 7032
700.00' VC
ENGINEERS
SURVEYORS
411-
1 2+00
EXIS 7NG GRADE ELEVATION
FINISHED GRADE ELEVATION
EVCS: 74+00
1* 00
6.69X
tQ,
o cc
aN
tia
itN
141
Mhoa
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
13+00
14+00
00
LOS AMIGOS RACH P. U D
2*.90
3+00
4+00
NUM-
BER RENIS/ON
1 PRELIMINARY PLAN SUBMISSION
BATE BY
4/32/96 FT ROAD A & D DRIVE
PLAN & PROFILE
Job No.
Drown by:
Dote:
Appr. by
A/e: LAJP3
7502
[T
4 '5,,/96
DWG
C4
//
CURVE
RAD/US 1
LENGTH
TANGENT j
CHORD j
BEAR/NG _
DEL TA
1753'17""
F
C7
27700'
67.74'
34.75'
6747'
N7705'05"E
08
21700'
78.96'
39.92'
78.52'
N5743'07E
20'50 5
C9
3822.35'
87.68'
40.84'
81.68'
N'46'40'52"E
01'7328"
_
C 10
.5822 35'
3822.35'
51.93'
163.85'
25 97'
81.94'
57.93'
16383'
N45'40'4 7'E
N44'03'4rE
00'46'42
02'27'22
071
012
3822.35'
15778'
78.90'
757.77'
N41'39'07'E
0227',54
034
120.64'
13321'
74.31'
126.54'
586'48'41"E
63'15571
n'2•, 4 -7 -i -Er
035
120.64'
27.22'
7.167'
27 'R'
/,/557)5' T i�
NUM-
BER RENIS/ON
1 PRELIMINARY PLAN SUBMISSION
BATE BY
4/32/96 FT ROAD A & D DRIVE
PLAN & PROFILE
Job No.
Drown by:
Dote:
Appr. by
A/e: LAJP3
7502
[T
4 '5,,/96
DWG
C4
//
ROAD Raw
60
7:24G F.--
L'ATUM .ELFT'
700000
CT
I�
. L.
5.69%
ROAD F' O.
EDGE OK TRAVEL LANE (TYPICAL) -
E/7GE OE SHOULDER (TYPICAL)
CENTERLINE -- ROADWAY DITCH (TYPICAL)
SCALE 1 " = 30' HOR.
1" = 20' VER.
-FINISHED GRADE
SVCS. 18+04.51
CURVE
R4D/U5 i
LENGTH j
TANGENT l
CHORD
15777'
BEARING
N41'39' E
DELTA
0721 '54
C12
3822.35'
15778'
78.90'
C13
239.07'
143 08'
73.76'
140.96'
N251 9 25"f
34' 17'30
08'00'1
15'58'577
03'55139
C 14
239.07'
33.40'
16.73'
33.37'
151.46'
NO2' 70'31 `E
N09'49'03"W
015
544.80'
751.95'
76.47'
C16
4501.52'
308.57'
154.35'
308.51 '
S 15 °5013E
C 7 7
1186.02'
84.21'
42.72'
84. 19'
511'50'46 E
04'04'06"
DEFLECT DRAINAGE DITCH IN TO
CMP. CONTINUE NEW DITCH
TO SOUTH.
END SECT/ON
1NV. 7070.60'
SVCS 706769
PV! STA = 78+64.
ELEV = 7066-/.
72000' VC
EXISTING GRADE
EXISTING GRADE ELEVATION
FINISHED GRADE ELEVATION
� 'Oj
^Op
N.
O
Op
±
e0
LO
Op
--
O
h
hCt;
�pN.
O
r
co
0p
j
p
co
to
Lci
co
NpO
a
h
�o
764-00
ENGINEERS
77+00
S SURVEYOR$ SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
SCHMUESER (303) 945-1004 (FAX 945-5948)
GORDON MEYER Aspen, Colorado (303) 925-6727
EVCE 7068.77
END SECT /ON
/NV 7068. 74'
H/0H POINT c L E-1/ = 7074 50
1t)r;H POINT sr - 2"+43.60
PVI 5;';1 = 2?1-11.19
720 00' VO
i
184-00 +00
to
n
N
n0
LOS AMIGOS RA1CH P.U.D
20+00
NUM-
BER REVS/ON
PREL./M/NARY PLAN SUBMISSION
n
rJ
21+00
•
,! ":14, J/)../.'- Fi
,")(2,/"."T
/,k:
T T -
IN
NI- ctictict cc 4')
co
1 L
22+00
DATE BY
4/30/96 FT
ROAD A
PLAN & PROFILE
Job No
Orawr hr:
Date.
!,572,2
A--
4,759 6
APer by LDW
LA3P4
J_.
,3
OF
Or) 4:111
24+00
U4i'?M EL:
.
7040 00
7Is
24!-00
TR4 VEt.
!-ANF (7Y'PIAL)
;F 5hOULDER (TYPICAL)
ROADWAY DITCH (NF'k:AL)
RADIuS TANGENT'' LENGTH' T TANG/f CHORD 1 BEARING DEL TA 1
84.21' 42 12' 84. 19' 5,'7'50'46 E 04'04'06
(. 78 630 18' 7 85.66 Y--^-----�
- � X3.51 ' 184.99' SO 1 "v^^3'09 F ?6'5-2'5-0" i
5 JO .78' r56. 38' 78.59' 755.98' 5-14'29'49"W 74'7.5'05
(20 77H.55'
621 108..60' 133.54' 6686' 733.46' S45'36'29"W 070540'1
' 785.02'
278. 17' 140.59' 276 70' S37'50'30"W 2028'167
Ale F11 GRAD&=
1 x.'S7IACG GRADE-'
EXISTING GRADE ELEVATION
/ f LNISHFD GRADL ELEVATION
/
t;*
Co
rj
N.
0
ENGINEERS
SURVEYORS
SCHMUESER
GORDON MEYER
PO STA = 27* 09,46
PV/ EL EV = 7090.08
160 00' VC
1.
26+00
QJ
CO 03
cN
CO
G
n
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
27+00
STA: 27+43.51
END ROAD A
THIS FILING
LOS AMIGOS RAKFI P.U.D
1
NUM—
BER
1
1
i
REV/S/O,N
1 PRELIMINARY PLAN SUBMISSION
S 7VAalINr HT701N0.
t241E BY
4/30/96 FT
ROAD A
PLAN & PROFILE
Jab
: Na. 7502
Drawn by:
Dote
Appr by'
Fib: [AJP5
4/5/96
DWG
7120
STA. 0+00
ROAD B =
STA: 26+93.51 ROAD A
ELEV: 7090.05
1o° ° s''` --
N 8630 51
E 15600.85
END SECTION
IAN. 7069.92'
N 8561.09
E 15591.65
�'nCI)
O II O)
Omryo
�EthvetK;W
—2.00X
4-
7080 O
a
U DATUM FTJJ'V
7065.00
m
� o
0
BVCS 0+45
PVT STA = 0+95
P14 ELEV = 7088.95
100.00' VC
BVCE' 7089.45
EVCS 1+45
EVCE: 7086.00
—1.001
--------------------- A
ELVE.•: 708
EX/S77NG GRADE ELEVA770N
FINISHED GRADE ELEVATION
t �[
c0
co
0
I\
0+00
7120
� II
O e
.
ct
7080
1+00
PN STA = 0+92
PN ELEV = 7073.92
700.00' VC
N
BVCS: 0+42
—2.00X
cn
O
a
7040
DATUM ELEV
7035.00
ELEV: 7074.72
7-EX/STING GRADE ELEVATION
FIN/SHED GRADE ELEVA170N
EVCS: 1+42
EVCE: 7068.37
BVCS.: 2+31.78
o
0
2+00
Lc°
EDGE OF TRAVEL LANE (7YP/CAL)
EDGE OF SHOULDER (TYPICAL)
PV/ STA = 2+81.78
PV/
ELEV = 707793 ROAD B
100.00' VC
SCALE 1* = 30' HOR.
1"=20'VER.
AN/SHED GRADE
T T.
EX/STING GRADE
3+00
V
EVCE: 7077.04
SCALE: 1" = 30' HOR.
1" = 20' VER.
FIN/SHED GRAD
ROAD C
BVCS.: 2+90.14
N
oi
PV/ STA = 3+50.14
P14 ELEV = 7045.26
120.00' VC
oi
EX/ST7M GRADE—\
03
tri
4+00
BVCE: 7051.92
kg -
1
O
0
caCki
—1.3X
—3.73X
co
rn
CENTERLINE — ROADWAY DITCH (TYPICAL)--/
END PAVEMENT
STA: 4+49.42
QEV• 7041.37 •
N
O
N
c
to ccs
�O
0+00
7+00
14744444.4404441104444471,
S
GA4
1 SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
2+00
3+00
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
4+00
5+00
LOS AMIGOS RAJ H P.U.D
BVCS 5+50
NUM—
BER
1•
._.,
END SECTION -J
/NV. 7069.62
7075 _ ._—
--------
E 1650
0+
Pr ,
N 8509.327
E 16270.9
7075
tk-
LOW POINT ELEV = 7072.92
LOW POINT STA = 5+75.84
PVI STA = 6+00
P14 ELEV = 7072.26
100.00' vc
EVCS:-6+50
EVCE: 7074.82
-------------------
N
m
NcN
6+00
SCALE.' 1"= 30'
CONTOUR INTERVAL 5'
REVS/ON
PREL/MWARY' PLAN SUBM/SS/ON
h
co
N.(/)W
Q
co
0
7+00
N 8200.48
E 16143.53
N 8202 4
E 1619332
�DR4/NAGE OUTFALL
SWALE
PT —
4,39 45
444/4444444444414440444M”4444.41 M10441114Want4r4MMIK444tei4474714444441474474444444414M4014441444,44,444444444
COTE ! BY
4/30/96 FT
' Job No.
ROAD B & ROAD C Drown by
Dote:
AbP, bY' DWG
File: U4JP7
PLAN & PROFILE
4.4,1,
9502
FT
4/5/96
OF
CURVE 1
RADIUS
LENGTH
TANGENT
CHORD 1
BEAR/NG f
DELTA
C25
474.68'
85.68'
4296'
8557
N7726'19"W
102032'
C26
64585'
383.07'
19736'
37748'
S89'1534"E
3559'02"
C31
45.00'
19.59'
9.95'
19.44'
N0329'29*W
24'5634"
C32
486.21'
84.16'
4219'
84.05'
504'01 '16"W
"E
09'55103"
C33
736.41 '
129.05'
64.69'
128.89'
N0C138 21
10'02 28"
�'nCI)
O II O)
Omryo
�EthvetK;W
—2.00X
4-
7080 O
a
U DATUM FTJJ'V
7065.00
m
� o
0
BVCS 0+45
PVT STA = 0+95
P14 ELEV = 7088.95
100.00' VC
BVCE' 7089.45
EVCS 1+45
EVCE: 7086.00
—1.001
--------------------- A
ELVE.•: 708
EX/S77NG GRADE ELEVA770N
FINISHED GRADE ELEVATION
t �[
c0
co
0
I\
0+00
7120
� II
O e
.
ct
7080
1+00
PN STA = 0+92
PN ELEV = 7073.92
700.00' VC
N
BVCS: 0+42
—2.00X
cn
O
a
7040
DATUM ELEV
7035.00
ELEV: 7074.72
7-EX/STING GRADE ELEVATION
FIN/SHED GRADE ELEVA170N
EVCS: 1+42
EVCE: 7068.37
BVCS.: 2+31.78
o
0
2+00
Lc°
EDGE OF TRAVEL LANE (7YP/CAL)
EDGE OF SHOULDER (TYPICAL)
PV/ STA = 2+81.78
PV/
ELEV = 707793 ROAD B
100.00' VC
SCALE 1* = 30' HOR.
1"=20'VER.
AN/SHED GRADE
T T.
EX/STING GRADE
3+00
V
EVCE: 7077.04
SCALE: 1" = 30' HOR.
1" = 20' VER.
FIN/SHED GRAD
ROAD C
BVCS.: 2+90.14
N
oi
PV/ STA = 3+50.14
P14 ELEV = 7045.26
120.00' VC
oi
EX/ST7M GRADE—\
03
tri
4+00
BVCE: 7051.92
kg -
1
O
0
caCki
—1.3X
—3.73X
co
rn
CENTERLINE — ROADWAY DITCH (TYPICAL)--/
END PAVEMENT
STA: 4+49.42
QEV• 7041.37 •
N
O
N
c
to ccs
�O
0+00
7+00
14744444.4404441104444471,
S
GA4
1 SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
2+00
3+00
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
4+00
5+00
LOS AMIGOS RAJ H P.U.D
BVCS 5+50
NUM—
BER
1•
._.,
END SECTION -J
/NV. 7069.62
7075 _ ._—
--------
E 1650
0+
Pr ,
N 8509.327
E 16270.9
7075
tk-
LOW POINT ELEV = 7072.92
LOW POINT STA = 5+75.84
PVI STA = 6+00
P14 ELEV = 7072.26
100.00' vc
EVCS:-6+50
EVCE: 7074.82
-------------------
N
m
NcN
6+00
SCALE.' 1"= 30'
CONTOUR INTERVAL 5'
REVS/ON
PREL/MWARY' PLAN SUBM/SS/ON
h
co
N.(/)W
Q
co
0
7+00
N 8200.48
E 16143.53
N 8202 4
E 1619332
�DR4/NAGE OUTFALL
SWALE
PT —
4,39 45
444/4444444444414440444M”4444.41 M10441114Want4r4MMIK444tei4474714444441474474444444414M4014441444,44,444444444
COTE ! BY
4/30/96 FT
' Job No.
ROAD B & ROAD C Drown by
Dote:
AbP, bY' DWG
File: U4JP7
PLAN & PROFILE
4.4,1,
9502
FT
4/5/96
OF
L i?/ !Ni -- ROADWAY D''!; /-I (7YPiCAL
4 (GE OF SHOULDER ER ; :TYPICAL) ,
F:7GE OF. TR4V17LANE TY /CAL
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
1 v 1
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
/120
7080
TUM ELEV
EXISTING GRADE
5.1±!
FIN/SHED GRADE
SCALE: 1" = 30' HOP
7" _ 20' VER.
SCALE.' r= 30'
CONTOUR INTERVAL 5'
CURVE RADIUS
LENGTH i TANGENT
027 130.82'
48.25'
028 ' i0. 15'
029 )20
030
73.08'
HIGH POINT ELEV = 7093.24
HIGH POINT STA = 10+53.15
RVI STA = 10+48.21
PVI ELEV = 7095.76
160.00' VC
77+28.21
VCE 7091.55
24.40'
3656'
7? 37'
65.23'
EXISTING GRADE ELEVATION
FINISHED GRADE ELEVATION
CHORD 1 BEARING j DELTA
4798' N6,31 0'55"E _21'07'58"
7.306' N50'2025"E 04'33'02"
14231' N43'37148$E: 08'52' 12"
729.78' 544'00'13W 47'46'49 -
HIGH
7'46'49"
-4 024
!AD PAVEMF 7'
SrA: 72+21.89
EL EV 70870.'
-7065.00
0
OO�i
�rn
nO
F
N
IN
7
0�
��,
\O
Np
b �h
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n.7
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h
rn rn�
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vcti
o
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N
1
,Y.�V�
b�
n N •
0
�O
1
1
+00
LOS AMIGOS RAVCH P.U.D
9+00
NUM-
BER
REVISION
7 PRELIMINARY PLAN SUBM/SS/ON
70+00
DATE BY
4/30/96 FT
11+00
ROAD B
PLAN & PROFILE
12+00
Job No.
Drown by:
Dote:
Appr by.
File: LAJP8
7502
FT
4/5/96
DWCC
C8
OF
/
4
1
77
77
7
7
77
1
74'e
//72/
\3:14;-",,
it,r;
/,
/0/
it"
/y0. \e'
`t%._..,..74,,-.r.....-...-_-- .r----"- --.—. ..-
—
I .
' a
-ostL
. _ - • ____ —
"..A.e
--„,_--___------ktr- --- - -
--I' -----
7.---;'----
,1.,,s 1
1 •
-.-.). - „„„-- I i
- , --
I, /
-
-- .2 7(--\;- /
I /
\
.4/-/
...,. - \
7
,..---*/ . .-7,
\
\ I
j---,/
/ \
/ 1
d's eV
.e".../.
....,-------
/
1
/
7.
/49
, y,
/ "
/7/1' 1 / ''' /
.11
II
/
/ / /-
/,-. .../..
1 I i /
0.
- 7"-
1
1
eye
41/4 .1;{„
/----4;4
-
"It
cle
4.//11 • S-
/1"
//
01'
rfolopor
s A-
/7'
ikt
e
4
to
qa• set IVN
,frAtitt1/4„ 11
ir,Asr sa":
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
_-
N.
/
/
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
I alit
s15 inane
COPIMOV
CMOTA4nar
PLarea
,titesko,
LOS AMIGOS RAVCII P.U.D.
NUM --
BER
N.
REVISION
PRELIMINARY PLAN SUBMISSION
v-"
77-7
DATE BY
4/30/96 FT
NOTE: IMPROVEMENTS AT rONTROL/CHLORINATION RUIZ DING.
- MODIFICArion, OF CONTROLS.
— 500' OF g4- WATERLINE FOR CHLORINE CONTACT rttic.
- Pf?V VAULT.
UTILITY SITE
PLAN
Job No. 1502
Drawn try Fr
Date: 4/1 9/9 6
APPr• by' DWG
Filo: WU
•C9
453-± 40/)'
e'c”.Y•t.c- 717-
6" Y 4.•
(.1,•;11- TE,V5/0,
r 4"
„or
MATCH LINE
SEE SHEET C
,,-fc‘,ckiYDR4NT
A5 '_;"[A481.
(3
An
f
/ 4 ; 7 414 P17c! Par_SSuRF
WLR hVII.7-:C
k4H 4'
Mx- 113A / BL LLANO,' Ho, E rQ PRLSSuRE SE W FEY' LE•,E
SFRY.70" JN!_ S t [/7 NOED ONES BY DEW- OPF,k7,
10ME OWNE R 1 E 't t0 E.- L lAIS 70 /N 1 rDbAL
57,4770,bv ON 1_0
EA LS .0.NL; GRADE EL.E'vATION
SCALE. 30HO A'.
= 2c1 VER
Frsn A,IC, GRAD/
APPROXIMATE
Iv" S BEG GRADE
28633 LF 8.00n PVC 0 2. 15Z
L OS AMIGOS RANCB
_ _
290 3-5'
't ,91:71c)
ke;
, f T-- --1—
,
1
CO NI -
401 ^1 Qi
..0i Nt I 'II I" in NA'
I1‘.! 0)i ricji
COI CC! ,C)1 te.1 4) C.C)
7400
SCHMUESER
GORDON MEYER
GM
ENGINEERS
SURVEYORS
6400
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
44-00
00
LOS AMIGOS RiNcH P. ED
c,g
L
10
2-i- 00
.28 ab Z. 8. ,70" PVC
NUM-
BER ,REVIS/ON
PRELIMINARY PLAN SUB915570N
47 -4-
'7'7-.7,
692::
)
DATUM it-,LE7
1 8890 00
i ..._,
O'r
101 10! Lti
+00
DA7ZBY
-
4/30/96 FT
UTILITY
PLA_AT
Jot No.
Jerito by.
Date..
Appr by
c/e- 4J5t
A?" T I 1,1":7
"i; ;Aly 141A
7 50:2
4/ 7 .7;96
C10
OF
4I. /7
e;
l
74 00 '6+ 00
—T 1
kelkeZti
-
CNA; .> L L7
OE' =J :57v.9S
c
4:4-
1
`CC"f. 8.00" PVC 1.56'.x'
SCALE 1" = 30' HOR.
1" 20' VER.
APPROXIMATE
EXISTING GRADE-
FIRE HYDRANT
ASSEMBLY
FiN/SHED GRADE - -
22.5' BEND
r;Ic,
cd
n, k
cto O
.I jott
,;
; r
a
SIS -
EXISTING GRADE EL EV4 TION
A?• 465r
?04 0
!00✓
[Q60
nUF _
h;,
a
CO
.i
rn
CC
rnj
�1
IT
hi�
rn,
COI
Pi 1I
Ph
rn
CO
N
rn
t0
0)
(0
oItt
1
0)
e1
—
ao
--
�I
ro
1
N.
CO
I
4NI
�j
i_—
�;
3
��
O
1—
,�
-
CO
in
0)
—
—
_
ENGINEERS
SURVEYORS
C,A
SCHMUESER '
GOROON MEYER �----
15+00
SCHMUESER GORDON MEYER INC.
118 VV. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
74+00
LOS AMIGOS I VCH P. ( D
12+00
NUM-
BER
17+00
REVISION
1 PRELIMINARY PLAN SUBMISSION
DATE BY
4/30/96 FT
10+ 00
UTILI T 1
PLAX
9+00
✓ob No.
Drawn by:
Dote:
APPrby:
rile: iAJ52
1502
T
4/7 7/96
it
DATUA! ELEV.
6920 00
8+00
C11
OF
SCALE 7 " = 3G NOR
7' = 20' VER
Op
CN
N.
Q p 11 I
rax
UN Cif,
vl 0572
h�
21+00
1
ENGINEERS SCHMUESER GORDON MEYER INC.
SGSURVEYORS
Glenwood Springs, Colorado 81601
118 W. 6th Street, Suite 200 LOS AMIGOSAVCH P. U. D
(303) 945-1004 (FAX 945-5948)
SCHMUESER Aspen, Colorado (303) 925-6727
GORDON MEYER �----�
POAD
19400
APPROx/MATEi;SNE^ GRADE
E x:57 -AO GRAUL
297.1 L r 50U" P•V(,40� ;t
FYIST?NG GRADE- FLEkAT0td
2
CJI
7720
74,40
.700'
DATUM El In
B9RG 00
(431
nl�
18+00
NUM-
BER
DATUM ELEV_
701500
fj
N,
0400
Rc V/S/ON
PRELIM/NARY PLAN SUBMISSION
}
4.4
`r 'UH 50' or_ rT PL SI
r4 '`i-iFifi L•RAL%(: LO^'
I uTLRE R 'A'E FA/TENS/ON
/ON TEN -_
DA 7F BY
4/30/96 FT
r
41.4 '1k-1 ;
`ar
U7JLI7'Y
PLA Air
Job No
Drawn Dy,
Date.
APpr by-
e- [AJS,
L;"
•' 1 As
or
a\ _
FIRE HYDRANT
ASSEMBLY
41/4,77
4
LIL /
my59
32
,n 0
-1_-.1-
7\c.-_--2. z
z
cm m
\
o \
11
6" VALVE I
8"X6" REDUCER I
It
It
S
321.97 C.F. 8.00" PVC 01.39%
rn
0
30+00
29+00
SGm
SCHMUESER
GORDON MEYER
149.12 L.F 8.00" PVC 04.01%
Q
cu
It
a ^ SCALE 1" = 30' HOR.
6 to 'N 1" = 20' VER.
+,o� ^y:
Nj
N
o
II
N� II F
a W 2 APPROXIMATE
z s ' FINISHED GRADE ��
EXISTING GRADE ELEVATION
EXISTING GRADE
350.36 L.F 8.00" PVC 0 0.51%
Lo
N
OO
N
N
m
co
N
8-X8" TEE
OP; 50
SES
0
45' BEND
(2) 8" VALVE
253.87 L.F. 8.00" PVC 0 0.51%
ENGINEERS
SURVEYORS
28+00
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
1 (303) 945-1004 (FAX 945-5948)
ti. Aspen, Colorado (303) 925-6727
27+00
26+00
25+00
LOS AMIGOS RAICH P.U.D
g NUM-
BER
1
24+00
23+00
PRELIMINARY PLAN SUBMISSION
UTILITY
PLAN
22+00
Job No.
Drown by:
Dote:
Appr. by:
ry' Fi/e: LAJS4
1502
FT C13
4/17/96
DWG
7080
7040
DATUM ELEV
7000.00
21+00
OF
MH #27
MH /26
FIRE
SSE',,y «ANT
SCAL. r
EkI_S'ING GRADE
k
,
22.5
Sot
4
30' MVR.
20' VER.
APPROX/MATS"
rINISHED GRADE
-- —
ir'O4D
.Ji / )r//
tt
720
a�,-"'0
o .(
on (ph
Q II II I' 11
[.; -rj
x
7080
!7' 5 r. 600” PV[, 0 0.5'9,
94.40 I.E. 8.00" PVC 0 2..372
r.X/ST,-NG GRADE ELEVATION
1?d47 L F, 500" PVC
®E 594"
SCHMUESER
GORDON MEYER
ti
47,00
GM
T
T
NI
ENGINEERS
SURVEYORS
r
i+00
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
1303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
1
27,00
7+00
DATUM ET.?V
7085.00
co
0+00
APPROXIMATE
r7NISHED GRADE
738.12 L.F. 8.00" P
STA 35+18.97
N
co
310 04. L
F
/1
SCALE:
EXISTING GRADE
00" -V_C_® T 87.x'
= 30' PCR.
7" = 20'
'k
v
EXISTING GRADE ELEVAT,ON
36+00
35+00
LOS AMIGOS RZLNCH P.U.D
4+00
NUM-
BER
REVISION
1 PRELIM/NARY PLAN SUBMISSION
331-00
DATE BY
4/30/96 FT
r
4)
32+00
i'TILI T Y
PLAN
8.00" PVC 07 ,3vn
Jot No.
Drawn by:
Dote:
Apo,- by:
file' tAJSb
1502
c1-
41/7 7/96
DWG
Vj
O
7040
DATUM ELE'V
7020 00
C14
OF
MATCH 01141/,20SEE SHEET
1 t�
N
j/
7
7 '-"%-
7 i
r.
4c
c\`/-2;
SCALE. 1 = 30' NOR.
1" = 20' VER.
NN
Sf c L%TIL I inr PLAN FOR
✓" t i'; J^r TO RGrO A
ENGINEERS
SURVEYORS
SCHMUESER —
GORDON MEYER �---
29,9 55
SC,.ALZ— 1" = 30'0+r'i
r" 20' ✓ER
EXISTING GRADE
43+00
APPROXIMATE
FNISH£D GRADE
EXISTING GRADE ELEVATION
7200
7160
7120
7080
cVI
?�
N
r<
o'
ON
O
p
CO
co
0
O
0
N
'5
of
0
N
n
0
N.
N
m
0
^
cO
a
0
--
v l
oil
0
NI
—_ —
OI
Q;1
'''I I
I—LI
-- — 1— —
cc)
n0
I
UAI UM GLCV
7040.00
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
42+0
41+00
LOS AMIGOS RAVCH P. U D
404-00
NUM—
BER
1 PRELIMINARY PLAN SUBMISSION
394-00
REV/S/ON
DATE BY
4/30/96 ET
-3R+00
UTILITY
PLAN
J7-400
36+00
Job No. i `JG2 Cl 5
Drown by: c7
Dote. 4/"17/96
Aver. by: DWG OF
File: L43SE
r
'4NA
C
45- BEND
MH #27
FIRE .HYDRANT
ASSEMBLY
ENGINEERS
SURVEYORS
GM_
SCHMUESER
GORDON MEYER
0
Q
SCHMUESER GORDON MEYER INC.
118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
Aspen, Colorado (303) 925-6727
STA 47+59.96
0
N
7i
LOS AMIGOS RANCH P. Vii: D
11 25' 9END
NUM-
BER REVISION
1 PRELIMINARY PLAN SUBMISSION
4-1
22.50' BEND
SIRE HYDRAN'
ASSEMBLY
DATE BY
4/30/96 F7
UTHITY
PLANT
Job No. 7502
Drown by FT
Dot: 4/J //96
Abbr. by: DWG
Fite: LA357
DATUM EI.EV
7080.00
el
OF
INSPIrtyfic.31310131104141110
Notice
EXTEND 6" DRAIN PIPE
ro DAYLIGHT W/ NO. 24
MESH ALUMINUM SCREEN
ON OUTLET
10" D.I.P.
6" GA TE
VALVE
GA TE VALVE
6" OVERFLOW
PIPE
RISER PIPE
6" RISER \
PIPE
SCR EE7VED /2" /-- 24" A WWA
ROOF VENT / ROOF OPENING
CENTER
OF TANK
24" SHELL
2 MAN WA Y
BOTTOM TANK
ELEV. = 77751 -
NOTES:
1) TANK IS LOCATZV our OF ANY
100 YEAR FLOOD PLA/N.
2) ROOF ACCESS LADDER BEGINNING 5' OFF
GROUND {417H SAFETY CAGE REQUIRED,.
INSTALL SAFETY HANDRAIL SYSTEM ON
TANK PERIMETER EACH SIDE OF LADDER.
3) TANK TO BE BUILT TO AWWA 0-100,
LA FEST REV7SIOA SHOP ORA 144t105 TO
BE SUBMITTED TO ENGINEER FOR APPROVAL.
According to Colorado law you must commence
any legal arbon based upon any defect in
thts survey withrn three years after you
first discover such defect /n no event may
any legal action based upon any defect in
Its survey be commenced more than ten years
from the date of the certf2Yeation shown
hereon.
RETAINING
RING
PLAN VIEW
200,000 GAL. WATER STORAGE TANK
8" to 12" OF 3/4" BASE
COURSE 957,' COMPA 0 770N
(AS/Al 5 698)
. 7 /1/ )( )//. •
/ /I/ (7/.-'
700
SLOPE
1/2 "/FT
NOT TO SCALE
3.00'
TANK WALL
C.I. RING & COVER
NEENAH R - 1 758-E
FROST RETARDANT LID
OR EQUAL
MCA THERPROOF DUPLEX RECEP TA CLE
7/8» 77E ROOS FOUR (4) EA CH BE 7Vst-EN
PLATE AND O.I.P. FLANGE (BON 570(5
OF MANHOLE). COAL TAR COA r RODS
AND NC/ 7S. SQL?' HOLE o/A. ro BE 1
OUT IN PEED
NEOPRENE
/ STEPS
EINFORCED CONCRETE
GRADE RINGS FOR FINE
GRADING AS REQUIRED
65- WALL)
PRECAST ECCENTRIC
CONE, J' HIGH
6" 01? 8" PVC
NOTE PIPE COVER AS SPEC/DEO
ELE VA TI ON
PRV MANHOLE DETAIL
OR 8" a4 WES
PRESSURE REDUCING
WYE OR EQUAL.
r OR 8" WATER MAIN
8" LONG SPOOL
PRECA;r MANHOLE
BARRE. PIPE
LEIVG Ts' AS REQUIRED
1?" x
/2" FOOTER
IDNFORCE W/ 3-#4 CONT (J' cover)
12' OF 3/4 SCREENED ROCK BELOW PIPE;
PLACE ROCA 70 MIDPOINT OF PPE
PLAN
FOO 1ER ( TYP.)
6' OR 8" BUTTERFLY VALVE
K -LOK, WAFER VYLE.
ANSI CZ. 150 BY
KEYS/0N( VALVE OR EQUAL
-2" x 24 x 3/8" STEEL PL A TE;
COAL T,4R COA T PL A 7E; At4TCH
coNc. CORE CENTERED
IN PLATE (2 7)?) GROU
BE TSEEN CURVATURE OF
MANHOLE AND PLATE.
WALL HEIGHT =20'
3" ASPHALT (COLD
PA 210/1 NOT ALLOWED)
TANK FLOOR
1/4"x 12" STEEL
RETAINING RING
PREPARED SUBGRADE
3" OILED
SAND
SECTION 8-19
SCALE: 1/2" =
//7,/, ,•• , Z/2(7
AVI (2/
yuy) ," /}7./ ( F / '1 / /////
( ; J(6),-,,(1) .7.7:1 (77)7
TOP OF FOUNDA770N
AD
USGRADE
9" OF 3/4" CE COURSE
95% COMPAtbN (ASTAI 0 698)
LOS AMIGOS RAYCH PUP
NUM-
BER
REVISION
DATE BY
N.T.S.
"4 TA/R S TORA CA'
TA MK
Job No. tau
Drown by: Dsp
Dote: 1/849/96
Apor.
ZAR TANA'
arc
C17
OF
60.00' R.O.W.
30.00
19.00'
30.00
15.00'
15.00'
1 1.00'
11.00'
CHIP/SEAL
CLASS 6 AGGREGAr NOTE: SURFACING CROSS SLOPE —2%
SHOULDER CROSS SLOPE —52
2%
2%
TYPICAL CROSS SECTION
SI- CONDARY / CCI SS
ROAD A STA: 0+00 - 27+43.51
2-1
5 1 R1
25.00'
SCALE: 1" =5'
50.00' R.O.W.
12.00'
10.00'
2%
CHIP/SEAL
CLASS 6 AGGREGATE
GC NOTE SURFACING CROSS SLOPE —22
SHOULDER CROSS SLOPE —5%
15.00'
—12.00'
—10.00'
22
25.00'
4:1
TYPICAL CROSS SECTION
RURAL ACCESS
ROAD B STA: 0+00 - STA: 12+21.89
ROAD C STA: 0+00 — STA:4+49.42
SCALE: 1"=5'
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ENGINEERS
SURVG EYORS
S 118 W. 6th Street, Suite 200
Glenwood Springs, Colorado 81601
(303) 945-1004 (FAX 945-5948)
SCHMUESER Aspen, Colorado (303) 925-6727
GORDON MEYER
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SCHMUESER GORDON MEYER INC
4:1
y ..v%Lv"IPG'IPBJI�Mffi'MiAN* i±i ,l tYN�'eha . a�-.r x.^ iffin 16. -.OP ft ,.."berF v!MOP,..
30.00'
—60.00' R.O.W.
16.00' 16.00'
12.00'
2%
12.00'
21.00'
30.00'
2%
CH/P/SEAL—'
CLASS 6 AGGREGATE
1
4
1
NOTE: SURFACING CROSS SLOPE —2%
SHOULDER CROSS SLOPE —5%
TYPICAL CROSS SECTION
MINOR COLLL CTOR
LOS AMIGOS DRIVE STA: 13+78.04 - 20+7727
20.00'
SCALE: 1"=5'
40.00' EASEMENT
20.00'
go -
�\ t
DRA/NAGE OUT2ET SWALE
PROVIDE ROCK RIP RAP ON
SLOPES GREATER THAN 10%
LOS AMIGOS I4NCM P.U.D
CLASS 6 AGGREGATE
NGC
P
1
RP"
1 5. s\-_4\06CD el,SIN
4:1
I✓OTE: SURFAC/NG CROSS SLOPE —22'
SHOULDER CROSS SLOPE —5%
TYPICAL CROSS SECTION
PRIMITIVE RL SIDE V TIAL
0 DRIVE STA: 0+00 - END
NUM—
BER REVISION
PRELIMINARY PLAN SUBMISSION
SCALE: 1"=5'
CROSS SECTION
DETAILS
Drawn by:
Appr. by:
File: LA30