HomeMy WebLinkAbout1.1 PlansSHEET INDEX
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Description
Drainage Plan
Roadway Plan and Profile
Utility Site Plan
Utility Plan and Profile
Water Storage Tank
Cross Section Details
PREPARED BY:
SCHMUESER GORDON MEYER INC.
118 WEST 6th STREET, SUITE 200
GLENWOOD SPRINGS, COLORADO
. 81601 (970) 945-1004
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
PROJECT ENGINEER:
DEAN W. GORDON, P. E. 1450 7
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VICINITY MAP
NOTTO SCALE
SITE
COLORADO MTN.
COLLEGE SPRING
VAL LEY CAMPUS
Lo~· AMIGOS RANCH PARTNERSHIP
2929 COUNTY ROAD 114
GLENIYOOD SPRINGS, COLORADO 81601
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FINAL PLAT
LOS AMIGOS RANCH ,FILING 5, PHASE 2,
COUNTY OF GARFIE LD, S TA TE OF COLO RA DO
SCALE: J "-400'
GRAPHIC S CALE
400 0 200 400 900 1800
~I -~-~-~~~~I ~1 --1~~--~~I
( IN FEET )
I inch = 400 fl
FILING 5, PHASE 2
COLORADO MTN.
COLLEGE SPRING
VAU..EY CAMPUS
VICINITY MAP
.,Vo/ltt:
TABLE OF AREAS
OPEN SPACE
LOTS (21)
ROADS
TOTAL
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dtlJ' I~ octum /Hun ~ -aw dl/1ct Iii
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any 14'ptSI actwn 6a..wd S9"C"' arsg <h/ttl in
JltU ~ f# commnscN monr /A.an I m yrars
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4 1.g4 1 AC.+-
52. 163 AC.+-
2.368 AC.+-
g6.472 A C.+-
SC/RVEYOR S s EJVC/JVEERS
G
SCHNUESER M
COR.lJOJV K£Y£R
County Surveyor s Certificate:
Approved for Content and Form only and not the accuracy of
surveys. calcula t ions or drafting. Pursuant to C.R.S., 1973.
38-51-101 ET.SEQ.
(S~nedJ-------------------------------------------------
Garfield County Surveyor
Attorneys Certificate:
/, -----------------------------• on attorney licensed lo
practice 1i1 the State of Colorado, do hereby certify thot all
dedications to the public as descnbed on this Final Plot are
free ond clear of any liens, claims or encumbrances of record except for t he
following: ___________________________________________________ _
that this plat contains all 1nformalt'on required pursuant to C.R.S.
38-33.3-209 and further Iha! this subdivision is 1i1 subslonliol compliance
with the Garfield County Subdivision Regulations of 1 g84.
Dale
Notes:
1. Prior lo th e issuance of o bU1ld1ng permit, the own e r of each lot s'ooll
prepare and submit o soils and foundation report. a grading and crainage
pion, ond o geologically acceptable bu1ld1n g site prepared and cerlifed
by o profess1'onol engineer. All improvements shall be constructed 1i1
accordance with such eng1neenng recommendations, which shall be a
condition of Los Amigos Ranch Architectural Co ntrol Committee approval ond
the bwld1ng permit.
2 . The recomm e ndations of the Colorado Stole Forester and the Ft're Criief as
set forth 1i1 th e Supplemental Declarations doled September 28, 19!2
el.seq. shall be followed 1i1 the construction of all structures.
3. All lots shall oblo1i1 central potable water service pursuant lo agreenenl
with the Red Canyon Waler Company or its successor in interest. t!e Los
Amigos Ran ch Homeowners Association. Inc.
4 . All lots ore designated lo lie within the Spnng Valley Sanitation Distrct
and shall o b tain central sewer service pursuant to agreement with the
District.
5. Lois shall n o t be resubdivided.
6 . Open hearth so!td-fuel burntng ft'reploces ore not allowed.
7. Each dwel!tn g unit is allowed one dog.
8. Noxious we eds ore the respoosib1lity of the properly owner.
Legend and Noles:
/ /8 r. 6'th S t reet, S u ite 200
Clenw ood Springs, Col orado 8 I 60 f
(.970) .94 5 -1004 (FAX) .945-5.94 8
Aspew, Colorado (.970) .925-6727
o indicate s found monument as described
O indicates set monument. #5 rebar and Yellow Plastic
Cap (YPC), l.S. 15710.
Beari ngs are based on founo' monuments as shown.
LOS A.llf/COS fiAHC/f
Certification of Dedication and Ownership:
KNOW All MEN BY THESE PRESENTS that Los Amigos Ranch Partnership
being sole owner(s) in fee simple of all that real property
described as:
Parcel A
A tract of land situate in Section 5. Townsh('o 7 South, .'?-Jnge 88 West of the
6th Principal Meridian being more particularly describe d as follows:
Beginning at the southwest comer of lot 32, Los Amigos Ranch, Filing 5, Phase
/, County of Garfield, State of Colorado; thence along the north line of lots
26 ond 25, Los Amigos Ranch Subdivision No. 2. Filings 3 & 4, County of
Garfield, State of Colorado the following 2 cou rse s: f) N 70'37'26" W 6.21
feet; thence 2) N 8T51 '!55" W 200.31 feel; thence leaving said north line on
a course bearing N 10·02'56" E 241. 6g feet; thence N 14'05'28" E 66.74
feel; thence N 0 '31 '11" E 2g0.66 feel; thence N 86 '18'00" E 238.66 feel;
thence N 54 •3g•35" E 460.00 feet to the northwest corner of lot 37 of said
Los Amigos Ranch, Ft'ling 5, Phase I, a point on the northerly boundary of said
Los Amigos Ranch, Filing 5, Phase f,· thence along the northerly boundary of
said Las Amigos Ranch. Filing 5, Phase I the following courses: S g ·23'23• E
339.45 feel; thence 41. 09 feel along the ore of a curve to the left. having a
radius of 207.30 feel, a central angle of 11'21 '26~ and subtending a chord
bearing S 55·47'31 •• W 47.02 feet; thence S 50'06'48' W 27.99 feel; thence
175.42 feel along the arc of a curve to the left, having a radius of 276.08
feel, a central angle of 36"24 '21: and subtending a chord bearing
S 31'54'38" W 172.49 feel; thence S 13'42'27" W 25.60 feel; thence 95.0g
feet along the arc of a non tangent curve lo the left, having a radius of
490.04 feet. a central angle of 11'07'03: and subtending a chord bearing
N 67'23'22" W g4,g4 feet; thence N 72'56'53" W 2.82 feet: thence 201.52
feet along the ore of a curve to the left, having a radius of 828.20 feel, a
central angle of 13'56 '29: and subten ding a chord bearing N 79·55 °08" W
201.02 feet; thence S 1·22'41" E 60.20 feet; thence S 24'05'24" W 307.12
feet lo the point of beginning, said parcel contains 7.311 acres more or less.
Parcel B
A tract of land situate in Secft'on 5, Township 7 South. Range 88 West of the
6th Principal Meridian being more particularly described as follows:
Beginning at the northerly intersection of the easterly right-of-way line of
Los Amigos Rood and the boundary of the 56.g26 acres Common Area shown on plat
of Los Amigos Ranch, Filing 5, Phase I, County of Garfield, Stale of Colorado;
thence along the boundary of said 56.926 acre Common Area the following 3
courses: 1) S 80'48'.37" E 377.50 feet; thence 2) S 46'27'51" E 468.05 feet;
thence 3) S 36'34'44" W 300.1g feel to the east right-of-way line of said Los
Amigos Rood,· thence along said right-of-way line the following 3 courses: 1)
216.20 feet along the arc of o curve lo the left, having a radius of 680. 42
feet, a central angle of 18'12'20: and subtending a chord bearing
N 65"20·10" W 215. 2g feet; 2) thence 493. 60 feet along the ore of a curve to
the right, having a radius of 42g.60 feel, a central angle of 65'4g'54; and
subtending a chord beanng N 41'37 '23" W 466.8g feet; thence 3) N 8'36'261'1
186. 45 feet lo the point of beginntng, said parcel conl0tns 5. 767 acres more or
less.
Parcel C
A tract of land situate 1i1 Section 5, Township 7 South. Range 88 West of the
6th Pnncipol Meridian being more particularly descnbed as follows:
Beg1nn1ng at the northeast comer of Lot 51. Las Amigos Ranch, Fi!tng 5, Phase
I. County of Garfield. State of Colorado; thence along the north ltne and a
westerly projection of the north line of said Lot 51 S 84'58'36" W 449.68
feel; thence N I 7'48'.28" W I 10.07 feel; thence 310. 63 feet along the arc of a
curve lo the right, haV1i1g a radius of 4531.52 feel. a central angle of
3'55 •39 ''. and subtending o chord beonng N 15"50 '39" W 310. 56 feet; thence
93. 11 feet along the arc of o curve to the right, having a radius of 1216.02
feel, o central angle of 4'23'14 ·; and subtending a chord bearing
N 71'47 '12" W g3.09 feel; thence N 9'29'34" W 71.77 feel; thence 275.61
feet along the arc of a curve to the right, having a radius of 660. 18 feet, o
central angle of 23'55'10''. and subtending a chord bearing N 2'28'01" E
273.61 feet; thence S 75'34'24" E 10.00 feet; thence 81.47 feel along the
arc of a non tangent curve to the right, having a radius of 650. 18 feel, a
central angle of 7 '10°45''. and subtending a chard bearing N 18'00'5g• E
81.41 feel; thence N 21'36'21' E 2g.57 feel; thence 285.32 feet along the
arc of a curve lo the right, having a radius of 7g3_55 feet. a central angle of
20'28'18'; and subtending a chord beonng N 31'50'30' E 283.81 feel;
thence N g·23•34" E 434.44 feet; thence N 58"41 '!55" E 470.67 feet; thence
N 90'00'00" E 248. 17 feet; thence S 31'53'02" E 246.97 feel; thence
N o·oo'oo" E 506.00 feel; thence N go·oo·oo · E 3go.23 feel to the west
line of a tract of land descnbed 1i1 Book 438 al Page 540 of the records of the
Clerk and Recorder of Garfield County, Colorado; thence S 0·01 ·13• E 21g5.83
feet along said west ltne to the northeast corner of the 56. 926 acre Common
Area shown on said plat of Los Amigos Ranch. Filing 5, Phase t,· thence
N go·oo'OO" W 867.81 feel along the north !tne of said Common area to the
most easterly corner of lot 4g of said Los Amigos Ranch, Ftling 5, Phase !,·
thence N 53'18'44" W 154.47 feet along the east line of said lot 4g; thence
S 59' 11 '54" W 4 70. 0 7 feet along the north line of said Lot 4g to a point on
the east ltne of said Loi 51; thence N 8"48'.2D • E 234.57 feet along the east
line of said Loi 5 I lo the po1nl of beginning, said parcel contains 83.394
acres more or less.
Los Amigos Ranch Partnership hos by these presents
laid out. platted. ond subdivided the some into lots as shown
hereon and designates the same as Los Amigos Ranch.
Filing 5, Phase 2, 1i1 the County of Garfield, Stale of Colorado.
NUM-
BER R£\l/SION DATE BY
L os Amigos Ranch Partnership does hereby dedicate and set apart all of the
streets. roads, emergency access and Common Areas as shown on the accompony1ng
plot for the common use of the Los Amigos Ranch Homeowners Associolian, Inc.
forever, and does hereby dedicate to the public utilities those portions of
said real properly wh ich are labeled as ultlity easements on the accompanying
plot as perpetual easements for the 1i1slollolion and maintenance of utilities,
irrigation, and drainage facilities. including but not limited lo sewer !tiles.
water lines. electric lines, gos !tiles, telephone hnes; together with the
right lo trim inlerfenng trees and brush; with perpetual right of ingress and
egress for 1nstallolion and m0tnlenonce of such lines. Such easements and
rights shall be utilized 1i1 o reasonable and prudent manner. There is also
dedicated to the RE -I School District for school purposes that parcel sho wn as
the School Sile Parcel. Los Amigos Ranch Partnership further dedicates /he
oreos shown as Multi-Family Open Space for use by residents of lots I and 2.
Resubdivision of Los Amigos Ranch Fi!tng No. One, soley as open space. Los
Amigos Ranch Partnership reserves the right lo designate additional access and
ultlity easements within the Common Areas and Multi-Family Open Spaces.
Tho! all expense for street paving or i mprovements shall be furnished by the
seller or purchaser, not by the County of Garfield.
IN WITNESS WHEREOF said owner hos caused his name lo be hereunto
subscnbed this ____ day of ------· A.O., 1998.
-Los A "n /qr.s Ranch Pa .. ri ersh i'p
By: --::::----=--------------
Thomas E. Neal
Slate of Colorado
County of Garfield
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The foregoing dedication wos acknowledged before me this____ doy
of ____________ A.D .. 7998. by Thomas E. Neal as -----------------
of L os Aml"gos Ranch Partn ership.
WITNESS MY HAND AND SEAL
My commission expires: ----------------N..a.i.at:y------------------
Address: __________________________________ _
Surveyor's Certificate:
/, Kenneth R. Wtlson. do hereby certify that I am a Professional
Land Surveyor licensed under the low of the Stole of Colorado,
that this plat is a true, correct and complete plot of Los Amigos Ranch
Ftl1ng 5. Phase 2 as laid out. platted, dedicated ond shown hereon,
that such plat was mode by me from on accurate survey of said properly l.w
me. and under my supervision and correctly shows the location and
dimensions of the boundary, lots. easements and streets of said subdi vi sion as
/he same are slaked upon the ground in compliance with applicable
regulations governing the subdivisr·on of land.
IN WITNESS WHEREOF I hove set my hand and seal this ________ day
of-----------• A.D .• 7998.
Professional Land Surveyor /15710
Board of County Commissioners' Certificate:
This Plot was approved by the Boord of County Commissioners of
Garfield County, Colorado, this _____ day of _______ , 1g93, for
filing with the Clerk and Recorder of Garfield County and for
conveyance to the County of the public dedications shown hereon
subject lo the provision !hot the approval in no way obligates
Garfield County for financing or consfrr1ction of 1/ntJrovem9n f :; on
/or1ds, streets, or easements dediC ated to the p rJb!ic, except a s
specifically agreed to by the Board of County Comm issioners.
------------------------------------------Chairman
Witness my hand ond seal of the County of Garfield.
Alles/: --------------------------------------County Clerk
Clerk and Recorder's Certificate:
This plot was filed for reco rd in the Office of the Clerk and
Recorder of Garfield County, Colorado. al _____ o'clock __ M.,
this _______ day of_________ • 1 g98. 1i1 Book ------· at Page
_______ , Reception No. -----------·
Clerk & Recorder
By: ____________________ _
Deputy
Job No. !559
F ./ L./ .IV C 5 Drawn by: KT I
Dole : ¥AY9T
A ppr. by: KT
File: MSfP-1
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Cle,:wood Springs, Colorado 816'0/
(9??) 945-1004 (FAX) 945-5948
Aspm, Colorado (9?0) 925-6'?2?
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LOT 60
J J 5963 so. FT.
890.23
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861.81
COMMON AREA
LOS A.U/COS .RAHCH
------
OPEN SPACE
37 .590 AC.+-
NUM-
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UNE
CURVE
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ll9 546'31 4.,
L20 506'49 1.
L22 N00"+42.
L23 NJ0"5J'4
L24 NW-12 J £
L25 N40"12 J F
L26 552·35•5, w
L27 N39"49"3 rr
L28 SOJ'09J -"""f.
L29 S32"08'J _w
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LJT N4.1"165.<-t
L32 S5T064 /~
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lJS 526'55 S..:+"
LJ6 NOo34fa
LJ7 IVOZ-.f.:5 1.S !:
l.JB 562"30 'Otif
LJ9 ST9'2J 43'1
l40 514'09 ""fl
L41 N10'220Er
l42 N04'34 '2Er
L4J S05"31 5 1:
l# S19"2J'4.Jfl
l45 S20' 36 '.!>\:
I T?ADIUS ' Cl 4531!2
C2 121t:2
CJ 66(.8
C4 65C8
C5 7965
C6 44-+lJ
C7 67~(5
CB 51.1'2
C9 95'5
CTO 95'5'
CTT 95(.r-'
CT2 9Sv s
CTJ 6£0'
Cf4 61()
CT5 6G'O'
CT6 6£0 1
CT7 6 07 ~-.
CT8 89(.1:,
CT9 890.!
C20 45J ..
C2T 45.J.;
C22 6 15.l
C23 615.t.
C24 504.t
C25 600.i
C26 1156.l
C27 4471.!.
C28 60.{
C29 60.l
C.JO 60.C
CJT 107~V
CJ2 76J.5'
CJJ 76*5
CJ4 6218
CJS 50i8
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DATE BY
GRAPHIC SCALE .. 100 200 "°' I
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( IN FEET )
l Inch = LOO It.
DISWVCE
71.77
ro.oo
29.61'
49.21
32.17'
52.37'
71.77
58.61'
29.67
50.00
50.98
55.JO
58.28
J4.6f
50.00
59.JJ
39.08
51.44
90.72
14.29
14.29
49.21
30.31
54.86'
45.00
22.52
51.94
35.48
.f.J.81
44.85
fSJ. f2
187.65 "
2 10.55
277.09
167.92
238.90
167.5.J
194 . .Jt
321.29
45.74
LENGTH I TANC£NT I CHORD I BEARING I OEl.TA 3 10 .63 155..37 3 10.56 S15"50J9 03"5539 93.1 f 46.58 93.09 51 1"-f.112 0./.'2J ,,.
275.61 1J9.84 273.61' SO:Z-2801 23'55 10 8 1.-17 #J.79' 81 .41 SIS-00'59 ar10·45· 285.32' 14-.J..20 283.81 SJ1'50 30 2fT28 18 80.27 40.24 80.16 N77'26f9 10·20J2 361.09 188.20 362.50 S87"4940 31'07'14.
189.JO 95.74' 188.2J N6.J'IO 55 21'07'58 .
I 1.59 5 .79 1 1.59 N52'15'58 00'4136 36.00 18.00 36.00 N50'49 '52 02·10 '15·
112.81 56.47' , 12. 74 N46"2040 W.f.B ro · .,S.3 1 22.56 45.31 N41'.UJ7 02'4356 51.20 27.27 .,9.66 N75'"5 56 f8'5J25 55.37 29.BJ 5.J.43 N24 '52'56 52"52JS 71.96' 4 1.02' 57.73' NJ5'54 '._5 4 "W 68'43 05• 56.94' J0.82' 54.83' S8?J2~1"W 5-l~Wir
7,<l,69 46. 16 7~.1 7 S IT"'-o ~.-W 15'~.'~ ]2 "' -~---~--f !J f .84----.. ;i_·{·(J6 ';,1 '{ --. --o9·,.ii]~-152.0.J l b.£().
40.70 20.35 40.69 N.sr·.1 a21 02·37 10 · 147.02 74. f6 146.37 N61·54 29 f8"JS ()8 20.T5 I0.08 20.15 N72"2829 02'32'51" 215.99 T09. ! T 2 14.88 N83"47-l.4 20·05 40 149.30 75.02' 148.9.J 579·12 45 1J"5J'2J-91.10 45.67 90.97 N7T2619 10 "20J2 146.8-t-73.79' 146.47 sa2·2901 14 "0 1 os-
88.52 44.28 88.50 SI 1·41 12 04"23 14 306.51 153.32' 306.45 S!5"50J9 OY55J9 1.J6.89 !JO.Br 109.07 N15'39J6 IJ0"4J 12" 63.85' JS.32 60.88 NBO'! 1 fH. 60"!XJ07 82.01 48.86' 75.77 SJO'!OJJ 78"18 41 J00.74 151 .36 299.76 SSCT0609 16"0259" 4.27' 2 .13 4.27' S41"5506 00'1906 270.3J 1.15.58 268.94' SJT'40'57 21709 12 77.71 38.91 77.56 518"0059 07"1045 43.69' 21 .86' 43.68 512"2028 04 "10'16
Job No. '502 F/L/HC 5 Drawn by: KT
Date : /UHK.911 PHASE 2 Appr. by: KT
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t 18 H'. 6'th Street, Suz"te .2()()
Cler.JJood Springs, Colorado 816'(}/
(97U 945-1004 (FA X) 9 45-5948
Aspn, Colorado (97 0) 9 .25-6'7.27
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POINT OF BEGINNING
PARCEL B
OPEN SPACE
5 .767 AC.+-
.LOS AH/COS .RAJVCH
COMMON A REA
NUM -BER RFYIS/ON
Cl/RV<
UNE
GRAPHIC SCALE
t OO D SO 100 200 400
~--'--·~~~i-...... ~;~~~~~~
( IN FEET )
1 Inch -100 ft.
I RADIUS I L£NCT}! I TANGENT I CHORO I BEARING I ORTA
Cl 207..JO' 11 .09 20.61 41.02 555"-f.lJ! 11'21 '26"
C2 276.08 175.42 90.79" 172.49' SJr5f. '38 36"24 '21 ..
CJ 490.04 !15.09 4769 94_9,,. N6723'22 1 1·07 'OJ
C4 828.20' 2c :.s2 10f.26 201.02 N79'5508 1.J56'29 "
C5 tf.29.60 4&J.60 278.09 f.66.89 S-11'31 '23 65'49 'S,,.
C6 680.42' 211.20 109.02' 215.29 N65"20 10 16"f2"20"
C7 828.20 21;.62 108.93 216.0f S85'J7'02 1-1·59 10
C8 768.20 205.64 TOJ.f.<I' 205.0J 585'47',JS " 15'20 15"
C9 828.20 6197 42.02 83.93 N75'51 09 w 05"4832
C12 828.20 107.91 54.03 107.BJ N82'29 '2J rr OT27'54 "
CTJ 828.20 'l 65 4 .82 9 .55 N80J3'21 " 00'4ll OJ
I OIRCCnON I O/STANCE
LI N50'06 1.f.B"F :7.99
L2 Sl.J"42'27 -W Z.60
lJ N01"22 41 1Y (/).20
l4 N70'37L6 ,)" 5.21
l5 S72'565J 2.82
l7 N78"07'27 !7.J7
l8 N78'07'27 lfi.59
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LIO N6T02'08 2.-f.5
DATE: BY Job No . IS02
F./..l/.!VC 5 Drawn by: KT 3
Dote: J UHK98 PHASE 2 Appr. by: KT
File: Li5-2
a;
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GRAPHIC SCALE
300 IOI) 1200
-1--1 ___ __.I
( llf JUT )
l Inch = 300 ft.
SCHMUESET?
GORDON MEYER
---==---·---------·---··------~-----------------.. ...... _
" '.
ENGINEERS
SURVEYORS
" \ __
\
\
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~--
.. -----------------\
~"'HMUESER GORDON MEYER INC.
8 W. SIXTH ST., SUITE 200
rENWOOO SPRINGS. COLORADO 81601
(13) 945-1004 (FAX.) 945-5948
PEN. COLORADO {303} 925-6727
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REVISION
1 PRELIMINARY PLAN SUBMISSION LOS AMIGOS RANCH P. U.D 2 ANAL PLAT SUBMISSION
J ANAL PLAT SUBMISSION
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ROAD A
ROAD 8
ROAD C
ROAD D
MONARCH ROAD
CRESCENT LANE
CRESCENT PLACE
ELAN PLACE
Job No. 1502C
Drown by: DMK
Date: 6/4/98
Appr. by: DMK
Filtt: lOSAMI
---·---
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Sl1t : 23+25.98
END PHASE 1 '
/·
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LOW POINT ELEV= 6925.67
LOW POINT STA = 23+16.77
PVT STA = 22+87.51
· PVf ELEV = 6925, 18
.roo.oo· vc
23+00
6
~-.•
/
-----
22+00
ENG INEERS !:)c:::i: SURVEYOR S
SC HMUESER ~
GORDON MEYER
/
/
/
-· --•/
---...·
-TEMPORARY CUL-DE-SAC
-4.80%
--~
FOR THIS Fll!NG ONLY.
CUL-DE-SAC TO BE REMOVED
WITH FUTURE ROAD EXTENSION.
--------------
21+00
SCHUESER GORDON MEYER INC.
118. 6th St reet , Suite 200
Glen od Springs, Colorado 81601
(3 C.'945-1 0 04 (FA X 945-5948)
Asif'~ Colorado (303) 92 5 -6 7 27
RoAD R.O.W-
II
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MONARCH ROA LOS AMIGOS 0/
STA 20+05.0~
ELlv· 5940.5 /
/
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LI N5T03'07"£
CURVE I RADIUS
C-IJ 456.05'
C44 460.04'
C45 798.20
C46 60.00'
HIGH POINT Elf! == 6943.24
HIGH POINT STA-19+13.84
PVT SDI = 8+89.33
PVT ELEV = 6946.23
200. 00 (It:'
'
I
DISTANCE I
2.82'
LENGTH I
316.90'
196.94'
101.19 '
65.71'
EDGE OF 77?Alifl LANE {TYPICAL)
EDGE OF SHOULDER {TYPICAL ),-//'
(
TANGENT I CHORD I BEARING I DEL DI
165.15' 310.56' N28'30'.5! 'W 39· -1-8 •49 •
100.00' 195.44' N60'41 '04 'W 24·31 •39•
50.66 ' 101.12 N76'34'48 w OT15 '-f-8"
36.59' 62.-1-8 S18'2450'W 52•44 '55•
SCALE: 1" = 30' HOR.
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BEGIN LOS AMIGOS DR. EXTENSION
ELEV: 6905. 75
AIA TCH EXISTlNG ROADWA y AT
EDGE OF S UBDI VISION 2 .
---· '-..:.._· ............... _/. EXISTfNG GR.-OE _ -------------...:______ .
. . --
20+00 19+00
LOS AMIGOS RAJ'."CH P. U.D
18+00
NUM-BER
1
2
3
EXISTING GRADE ELEVA TlON
RN/SHED GRADE £LEVA TION
17+00
REVTSION
PRELIMINARY PLAN SUBMISSION
FINAL PLAT SUBMISSION
A NAL PLAT SUBMISSION
BY
FT
FT
MP
---------~~-------.,.8,
16+00 15+00
LOS AMIGOS DR.
PLAN & PROFILE
..., ..... ...... -. --~;;; «)
Job No . 1502
Orown by: FT
Oat~: 6/4/98
Appr. by-owe
File: LAJPT
~· -···
__ -.
' ,, ,, ,, ,,
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6920
---
6960 ·
---
DATUJI ELEY
'14+00
-'
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BVCE: 6940.53
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'·!-lll!!',!ll!!'--. -
l :CHMU ESER GORDON MEYER INC. • ! 18 W. 6th Street, Suite 200 f Cenwood Springs, Colorado 81601
l (.03) 945-1004 (FAX 945-5948) I Apen , Colorado (303) 925 -6727
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TRANSITION SHOULDER FROM 2'
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TOO.DD; VG
-----------
18" CMP W/ END SECTION
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------
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. .
PVI STA = 13+50
PVI ELEV ;.. 7032.30
100.00· vc
A -----......
·rEX!STING GRADE ELEVATION
1 rFINISHED GRADE. ELEVATION
' I I
13+00 14+00
.
LOS AMIGOS RANCH
1+00
EXISTING GRADE ELEVATION
FINISHED GRAD£ ELEVATION
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CURVE RADIUS
cs 211.00
669% C6 3822.35
C34 120.64
NUM-R£VfSION BER ------
P. U.JJ 1 PRELIMINARY PLAN SUBMISSION
2 FINAL PLAT SUBMISSION
3 FINAL PLAT SUBMISSION
~-----·· ~-------------
~--
FINISHED GRADE
3+00 4+00
LENGTH TA NE NT CHORD BEARING DELTA
146. 70'
455.24'
160.42
DATE: BY
--· ------·-
14/30/96 FT
5/9/97 FT
·-~~/4/98 -~~-
76.28' 143.92' N66'39'.37"E
227.89' 454.97' N43"52'53"E
94.58 148.86 S78' I 6 '29 "£
'NARCH & ELFIN
AN & PROFILE
MO
PL
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06'4926
76'11 '32
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END FILING I
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CURVE I
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3822.35
239.07
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4501.52
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N 79/4.45
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PVI STA = 18+64.51
PVI ELEV = 7066. 70
f 20. 00 • 1-t:'
EXISTING GRADE ELEVATION
/FINISHED GRADE ElEVA770N ,
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LENGTH I
455.24"
f 76.48
151.95
308.57'
84.21'
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TANGENT I CHORD J BEARING I 227.89" 454.97 N43"5253-E 92.48 172.50 Nf9"f9 f6T 76.47 151.46' N09"49 'OJ rr f54.J5 308.51 S15"50'39"E 42. 12' 84. 19' Sf f"50'46"E
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HIGH POINT STA = 2f+4J.60
PVI STA = 21+ff. 19
PV! ELEV = 7074.96
;20.00' VC
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DELTA
06.4926"
42"17"47"
f5"58'5f"
03"55'39•
04"04'06"
-----~
---LOO%.._
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18" CMP W/ END SECTION
LOW POINT ELEV= 7073.Bf
LOW POINT STA = 22+J6_ 79
PV/ STA = 22+65.76
PVI ELEV = 7073.42
I 00. 00 ' 1-t:'
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16+00 17+00 18+00 19+00 20+00 1 00 1s+oo (~~~~~~~~~~~~~~~~~~~~~~~~~~~~~';[F;''"j;;(_~~----~~~~~--~~~~~~~~--~~~~~~~--~~~~~~----~~~~~~~~~~~~~~~~==~2~+~====~~~~~~~·--~~2~2:+:0~0~~~~~~~~~~~--~2~3~~o;::::::~~:::::::-i-..... -:::-::~.!.~~~ 24+00
ENGINEERS SCIU ESER GORDON MEYER INC. S SURVEYORS
G 118 6th Street, Suite 200 LOS A lITGOS RJ A 'J\Tf"YLJ p lj IJ M Glen•d Springs, Colorado 81601 JY.1 ..I. I L'il VG ..I. ..I. • •
(JOJ45-J004 (FAX 945-5948)
SCHMUESER AspECo/orado (303) 925-6727 GORDO N MEYER
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7160
7120
7080
DATUM ELEV
7040.00
ROAD R.O.W.
II
---
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EDGE OF SHOULDER (l(PICA L)
---------CcN7fRtiN£ -ROA DWAY DTCH (TYPICAL)'. ~~ -------. ' --
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C17
C18
C19
C20
C21
RADIUS I LENGTH I TANGENT
1186.02" 84.21 ' .
630.18 " 185.66'
630. 18 " 156.38'
778.55" 278. f7 '
1083.60 " 133.54'
SCALE: 1 • = 30' HOR.
1· = 20' VER.
3.76%
FINISHED GRAD .
EXtSnN~ GRADJ ~
EXISTING GRADE ELEVATIOI/
FINISHED GRADE ELEVATION
42.12'
93.51"
78.59'
140.59 '
66.86 '
--
I CHORD I
84.19"
184.99'
155.98'
276.70'
133.46 '
------
BEARING I DELTA
S11'50'46.E 04"04 05-
S0/'0309.E 16"52 '.50"
S14'29'49"W 14'13'o5"
S3 f '50 '30 "W 20'28 18"
S45"36 '.29 "W 07"03 "40 "
PVI STA = 27+09.46
PVI ELEV = 7090. OB
160.00' VC
---
---
---
TB " CMP W: ENO SECTION
----
--'
'O 0
,~-15' TRANS/TIO FROM 60' ROW TO
30' ACCESS & TIUTY EASEMENT
STA: 27+70.89
ENO MONA RCH ROAD
THIS Fll/NG
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STA: 26+93.51
ELEV: 7090. 05
ROAD A
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CURVf: RADIUS I LENGTH l TANGENT I
7075 f
C26 645.85' 383.07' 197.36' .I ~::::::::::::::::::::::::~c;::r~1=::::::::::::::::::~~4~5t. o;ot:::::::::::::::::::::~~1~9-~5~9::::::::::::::::::::::::~~9~. ;95~::::::::::::::::::::~~19;:j4~.f.:'.:: ·::::::::::;'.N;o~3~·2~9j'2~9=111~:::::::::::::::~2~4~·5~5~~3i:4: • ,' I \ r---:.....-; ~ ~;~J ~ 1
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C25 474.68' 85.68' 42.96'
7075
7120
DA.TUN ELEV
7065.00
0+00
7120
7040
DATUM ELEV
7035.00
0+00
PVT STA = 0+95
PVT ELEV = 7088.95
100.00' vc
. .
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1 rflNISHED GRADE ELEVAT70N
I f
1+00
PVT STA = 0+92
PVT ELEV = 7073.92
100 .00 ' VC
5.90%·
2+00
,' ,' \\EDGE OF SHOULDER (TYPICAL)
f / CENTERL~E -ROADWAY DITCH {TYPICAL )
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PVI STA = 2+81.78
PVI ELEV = 7077.93
100.00' vc
.... -
J+OO
I \
CRESCENT LANE
SCALE· 1 • = JO' HOR.
1 . = 20' 1£'?.
4+00
r~
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5 +00
LOW POINT ELEV = 7072.92
LOW POINT SD1 = 5+75.84
PV/ STA -6 +00
I
Pvt ELEV = 7072.26
100.00 · ·vc ·
..
6 +00
-------
I
7 +00
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CRESCENT PLACE / ./ _,.,,,,---- -- - - --- --- -- --- - -- - - - - - - ----- - - ---- --..:::-_..'.:'.I
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Pvt STA =" 3+50. 14
Pvt ELEV ~ 7045.26
12 0.00.' vc
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--FINISHm GRADE
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END PAVEMENT
STA: 4+49. 42
ELEV: 7041.37
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B w 6th street , Su i t e 200 LOS A lfTGOS R' A ;rC'U p U. D PRELIMINARY PLAN sus1t11ss10N 4/Jo/96 FT 1 ----------1
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l ___________ l~SC~H~M~U~E S~E~R~_..:~~§~~~tl~OJ~)~9~4:5~1~00~4~~(F~A~X~9~4:5~5~9~4:8~)-JL _______________ -:-__________ l:::±:::::::::::::::::::::::::::::±::::i=~ Dole.· 6/4/98 GO RDO N MEYE R ;pen, Colo r ado (.303) 925 6727 -, ____ P,_'LA~N--&-_P_'R_O!!_LE ~-:':~----b-!Y_.-·-0-_WG~----·~ OF
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EDGE or 77\jVE.
ENG IN EERS
~ SURVEYORS
G
SG™tJ£SEEL_ M
GORDON ME YER ~
--
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~CHMUESER GORDON MEYER
8 W. 6th Street, Suite 200
en wood Springs, Colorado 81601
03) 945 1004 (FAX 945 5948)
_s~n. Colorado (303) 925 6727
. ---------
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C27 130.82
C28 920.15
C29 920.15
C30 632.30'
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SCALE: 1 "= 30'
CONTOUR INTEAVAL 5'
LENGTH TANGENT
48.25' 24.40
73.08 .J6.56
142.45 7 1.37'
130.00 6 5.23
HIGH POINT ELEV ~ 7093.24
HIGH POINT STA = 10+53.15
PVI STA = 10-48.21
PVI ELEV = 7195. 16
160.00' 17
CHOl?D BEARING DELTA
47.98 N6SI0'55 E 21"07'58
73.06 N507025E 04'3302
142.31' N4SJ7'48 E 08'52'12"
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7080 -/ END PAVEMENT
STA: 12+21.89
. . .. .
FlNISHEJYGRAD EXISTING GRADE ELEV/:ION
FINISHED GRADE EVA TION ELEV: 7087.09
DATUM ELEV
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"
NUM REVISION BER OATE BY Job No. 1502
LOS AMIGOS RNCH P. U.IJ
1 PRELIMINARY PLAN SUBMISSION
2 ANAL PLAT SUBMISSION ---
4/30/96 fT --l§Lf~~_)c:_ CRESCEN T LANE
PROFILE
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Dote: 6/4/98
Appr. by: DWG
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NOTE: IMPROVEMENTS AT CONTROL/CHlORINATION BUILDING:
MOO/FICA TION OF CONTROLS.
500' OF 24" WATERLINE FOR CHLORINE CONTACT TIME.
PRV VAULT.
./ _,./ /---·-.--·r --·---...... _____ ... ---------------___ ,, -
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SCHMUESER GORDON MEYER
(30) 945-1004 (FAX 945-5948) t-3---i_Fl_'N._~L---PLA~T ..:;;.S;;.:UB.:c.:.'Mc..=~s.=s~;::;_O:N..:__ ______ ----+6/__4~8 MP P'TAN Dote: 6/'1-/98
As f:!n, Colo r ado (303) 925-6727 .LJ ______ .:__:__ __ __. Appr. by.· DWC
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FIRE HYDRAN
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WA i'tR & SEWER
STA' 23+25.98
---------
MH #JA
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£ 1 4 1U .,J4
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• . • • • • • • • • • • I •
--.; --
;--------------:--. -:--:--. --·-.:... -----------------___________ £EXISTING GRADE
--. -------
50+00 49+00 48+00 47+00
----:-.,...._ __
46+00
APPROXIMATE
FINISHED GRAOE
SCALE 1 • = JO' HOR.
,. = 20' ~R.
-~:_11~~·~
c--------=.::~~,,,____ ~---------298.ss-----
· l.F. 8.oo·-----. Pvc.(ii,0 ___ ....
.6/..f' --'-
: /EXISTING GRADE : ELEVATION
45+0 44+00
Job No.
--
1502 ~;;::~~;;;;;;s;;::=-----;tu:N~~~:E~~~;~s;s -,r-;sc:H~M~U~E~S:E~R::-G:::-:::O~R~D~O::::-N:--:M:E::::Y~E:R~/7N~C~.,..~~~~~~~~~~~~----------~--~--~~~~-----,~~~Vff~-R~------------R-f1'1-~-~-w----------~-.,~D-~~--~8Y--...---------~~........,--~
G 11 cw. 6th Street, Sui te 200 L OS AM"TGOS R' A l\TCt rr p u. D 1 PRELIMINARY PlAN SUBMISSION 4 30 96 FT lj'T'TT/TY -------~-~----
M Glewood Springs, Colorado 81601 1. I R.l VI fl • . t-~2 -;---'Fi:...::.lM.::..::~L:._P.:...::lA~T....::S:.::::UB~'M.:::;:rs:;::,:s1o~w~------1B6/4/9B MP .L. .L..L.i
(JG) 945-1004 (FAX 945-5948) Gd~tt~~f~R As~n. Colorado (JOJ) 925-6727 PLAN
·7160
. 7120
•
co
0
§ --,
<=
0
"'
Hohl:«.·
NO~S:
1) TANK IS LOCATED OUT OF ANY
100 YEAR R_(}(X) PLAIN.
2) ROOF ACCESS LADDER BEGINNING 8' OFF
GROUND WfTH SAFETY CAGE REOUIRED;
INSTALL SAFETY HANDRAIL SYSTEM ON
TANK PERIMETER EACH SIDE OF LADDER.
3) TANK TO BE BUILT TO Al+WA D-100,
LA TEST REVISION. SHOP ORA WfNGS TO
BE SUBMITTED TO ENGINEER FOR APPROVAL.
10· D.f.P.
-VAL 1£
~ 6• RISER
PIPE
»-._RISER PIPE
f,LAN VIEW
6• GATE
VAL\£
RETAINING
RING
320.000 GAL. WATER STORAGE TANK
NOT TO SCALE
-~-TANK WALL
,____ ______ 7.00' -------+----3_00· _ ____,,
8" to 12· OF 3/4• BASE
COURSE 95X COMPACnON
{ASTM D 698}
St7.RVffYO.RS 5 £HC/JV£'£'.RS
G
SCHKt7£S£.li' M
CO.li'LJOJV K£'Yff.R
SECTION B-8
SCALE.-1/2" = 1'
I/' Jr. 6'th Street, Suzie 200
Clizwood Sprfri!)'s, Colorado 8160/
(.JiJ) 945-1004 (FAX) 945-5948
Aspn, Colorado (.J0.5') 925-6?2?
WALL HEIGHT = 20'
"TOP OF FOUNDATION 7172.00
9• OF 3/4" BASE COURSE
95X COMPACTION (ASTM D 698)
C.l RING ct CO 1iE1?
NEENAH R-1758-£
FROST RETAROA/ff UO
OR £(}(JAL ;:'.'.'.'j:~~~~ilJ?-(
l+E"A THERPROOF DUPLEX RECEPTACLE
5'-o• /lllNIUl.N
NO~: PIP£ COi-Vi' AS SPEr:IF7£0
ELEVATION
7/8• nE ROOS FOUR {4} EA Pt BETWEEN
PLATE AND D.f.P. FLANGE-(BJTH SIDES
OF MANHOLE). COAL TAR COi T ROOS
AND NUTS. BOlT HOlE DIA. V BE 1•
TINAELD
I
I
I
I
/
\
\
/
/
/
' " '-...__ ....... I,.....;.$.~~--
12· x 12· AJOrR
R£!NFORC£ W/ ,-.,4 CONT. (J" co_.)
12" OF J/4" SCf?£EN£D RCK BELOW PIPE.-
PLACE ROCK ro AllOPO/Nr if PIPE. '
----
PLAN
PRV MANH01_E DETAIL
N.T.S.
6 • OR 8 • WA TDi' AIAIN
" ' '\
\
\ '._f"~-FOOTER {TYP)
I
-_.--6" OR 8" lJUTTFRRY VAi.\£
K-L()I(, WAFER SmE.
ANSI CL 150 BY '
l<FYS7DN£ VAi. \£ OR £0UAL
24" x 24" x 3/8" STER PLATE:
COAL TAR COA T PLA TE; MA TCH '
CONC. CORE DIA_ CENTERED
IN PLATE (2 TYP.) GROUT
BETWEEN CURVATURE OF
MANHOlE AND PLA TE.
•2~1 1--;.~w.~~;;~--.:~w::;-;~c-;~~'BM;;.;:;;;:;;;:~---------t-~~~~~0i!~;--l---'.::,~ frA T £ R STORA Cg
TAHKs ·
Job No . '503
Drown by: DSD
Dot": 6/.,,/98
Appr. by: D"'7
File:
1---------------------fi,O.OO' R.O.W::---------------------1
'---------.J0.0'0------------t----------.J0.00---------.-1· 1 i---------.J0.00'-' ----------1----------30.00 -' ----------!
CHIP/SEAL
Cl.ASS 6 AGGREGA
1--------19.00!....' --------l
• ~ -I
t
~1G€f'J':.'. I l'I ) ~i"·' of't-flt-~ oc"' '. s1.,: 1r,e €. ~
li1f>.e1.,:
-----21.00 ''----------l
1--------16.00-' -----1-----16.00!....' ----1
t----12.00'-' -----1--·--12.00'-' ---l
CHIP/S£AL
CLASS 6 AGGREGA
2X 2X
NOTE: SURFACING CROSS SLOPE -2%
SHOULDER CROSS SLOPE -5X NO TE: SURFACING CROSS SLOPE -2X
SHOULDER CROSS SLOPE -5X
TYPICAL CROSS SECTION
SECONDARY ACCESS
MONARCH ROAD STA: 19+12.99 -27+70.89
>CALE: 1 "=5'
f---------------------60.00' R.O.W. ---------------------l
f---------------30.00'-' --------+-------30.00'-' ----------!
i-------1~00'-'---~
i---12.00"-' ---i----12.00'-' __ _,
110.~~ 210.001
CHIP/SEAL
CLASS 6 AGGREGA
NOTE: SURFACING CROSS SLOPE -2X
SHOULDER CROSS SLOPE -5X
TYPICAL CROSS SECTION
RURAL ACCESS
CRESCENT WE STA: 0+00 -12+21.89
CRESCENT PLJCE STA: 0+00 -4+49. 42
SCI!.£: 1 "=5'
~
DRAINAGE OUTLET SWALE
' '
PROVIDE ROCK RIP RAP ON
SLOPES GREATER THAN fOX
TYPICAL C/?OSS SECTION
MINOR C'OLLECTOR
LOS AMIGOS DRIVE STA : 13+04 -20+77.27
MONARCH ROAD STA : 0 -1 00 -19+12.99
SCALE: 1'=5'
I------------40.00' fO.W. -----------
i----------20.00 ''-----+-----20.oo ·'---------l
' CHIP SEAL '>URFACE
CU.SS 6 AGGREGA J '
• ~ -
NOTE: SURFA CING CROSS SLOPE -2X
SHOUL DER CROSS SLOPE -SX
TYPICAL CRO .. CS SECTION
SEMI-PRIMITIVE /?ES/DENT/AL
ELFIN PLACE STA: Oi )O -2+73.88
SCALE: 1 "=5'
t-----:-------30.l' •?.'J W.
'
t-10.00'-' ----'
i-----joo · -----l ~
' CHIP S'L SURFACE
• ~ -
CLASS 6 AGGREGATE
__ 1
I
NOTE: SURFACING CROSS SLOPE -2X
S HOUL DER CRO S S SLOPE -SJI:
TYPICAL CR()S SECTION
PRIMITIVE R S/DENT/AL
MONARCH ROAD STA: .+70.89 -34+60.98
ELFIN PLACE STA: 2+;(38 -END
SCALE: r·=~
~~~§sfG=-~~~~R~G~~E~~~~~~1~17;Hw~~1l~~~:Ss£;~;re~:;t~;~~~;c;~;N;-20~~iEE~YBERRl/NNCC.T __ L_O_S __ A_M_" T_G_O_S __ R_'_ Ajl\-rc_f_ IT-P-.-u.-. D--~"'~%f,2~"R:.:_,-r~PRWMNAHY=::::RAN::SIJ8llfSSION:~f?EVIS.~~10.~1V-=-=-=-=-=-=-=-=-=-i-4~~~~.!~---:'· ~~~ ;'S ... '"'"s·--'E .. c'T'row
M G1nwood Springs, Colorado 81601 L 1 ..ti VI fl FINAL Pl.AT SV8M!SS10N >Ji 11 1
SCHMUESER '(J3) 945-1004 (FAX 945-5948) .1 FINAL Pl.ATSV8M!SSION DE'T'AL"TS
Job No.
0ro .. n by:
Datt>:
GORD ON ME YER "Apen, Colorado (303) 925-6727 1 L-f 1..J Appr. by:
m.: UJO
1502
FT
6/4/98
DWG -
CJB
/'\