HomeMy WebLinkAbout1.1 PlansPREIMN~Y PLAN OF:
. MAYFLY BBND RANCH
GENERAL NOTES
I .) INFO/IA/A TION BASED UPON INFO/IA/A TION PR0"10EO BY THE OWN£F1
ANO SUR'<f:Y PR0"10EO B Y LOlllS H. BUETTNER, LS IJ/66
OA T£lJ 5/18/00, ELECTRONIC OA TA RECEl'<f:O 6/18/00 BY £MAIL
RNAL PLA T TO 8£ RESPONSIBILJ TY OF L OU/S H. BUETTN£fl.
2 .) THE TOPOGRAPHY IS BASED UPON THE COLORADO Rl'<f:R ANO TRIBUTARIES
Fl.GOO PLAIN STUOY PREPARED FOii GARFIELO <le Ml'SA COUNTIES, COlORAOO.
HORIZONTAL CONTROL .-THE COLORADO STA rr PLANE COORDINA rr SYSTEM.
'<f:RT!CAL CONTROL: USC d-GS SEA LEVEL DA TUM BASED ON TH£ FOl.LOIHNG
8£NCHMARKS: 0-156, 6192.284 ANO #170. 74 4869.860
.i) TH£R£ ARE: NO KNOWN MINERAL o....i£Fls OR L£AS£S OF RECORO.
4.) ltULANOS BAS£0 ON R£SEARCH B Y BEACH EN"1RONAl£N TAL.
OO;E:RLA/O INTO DRAWING FROM SCAL£0 DRAWING PROV/0£0 BY OWN£R.
LANO USE SUMMARY
£X/STING ZONING A GR/CUL TURAL/R£SIDENT/
RURAL DENSITY
TOTAL AREA 40.61 ACRES
TOTAL NUMBER OF LOTS 6 INCLUOINC OP£N SPACi:
NUAIB£R OF OVIELLINGS PRIMARY ACC£SSORY
EXIST/NC 0 0
PROPOSED 5 0
TOTAL AREA OF NON-N/A
RESl0£NTIAL FLOOR SPA Ci:
•••• -··-• • , •• -fU lt"ft"' 1 nrn ,...,..,. •J"'V T/>TM _<
PARKING SPAC£S 4 PER LOT TOTAL 20
GROSS DENSITY RA TIO 8.12 PER UNIT
PARCEL A: AREAS SUJFNARY
LOT I
LOT 2
LOT 3
LOT 4
LOT 5
Tl?ACT I/OPEN SPACE
TOTAL
4.05 ACRE
4.07 ACRE
4./0 ACRE
4.02 ACRE
3.03 ACRE
21.34 ACRE
40.61 ACRE
PARCEL A, ACCOROINC TO THE BOVNDRY SVRYEY AN.0 PROPERTJ' SPLIT
PREPARE.O BY SCARROll' J: 'ffAIJ(ER FOR cEORcE KILBY
• 71 •05'34• E
C0.1 9'
----
o ALIGNMENT
20' DITCH
oMEN T
00
A PARCEL OF LAND SITUATED IN COYERNNENT LOTS 7, 8, 12, 13, ANO 18 IH!ECTION 35,
ANO IN COYERNNENT LOTS 14 ANO 15 IN SECTION 36, TOIYNSHIP 7 SOUTH, JNCE 88 /YEST
OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF CARFIEI.O, STA1'E OF COI.O&t/J, BEINC
NORE PARTICVLARI.Y OESCRIBE.O AS FOUO'frS:
BEcINNINC AT A POINT ON AN EXISTINc FENCELINE FROM 'frHICH THE 'frITNIB CORNER FOR
THE SOUTH QUARTER CORNER OF SECTION 35, A NO. 6 REBAR /i'Ol!NO IN P.12 BEARS
S.35"31'57"ff'. A .DISTANCE OF 3156.83 FEET: THENCE N.71"05'34"E. A OISTAN OF
20.19 FEET TO A NO. 5 REBAR AT THE SOUTHERLY LINE OF PAilCEL 2 OFT:' DAY
SUBDIYISION EXEMPTION,· THENCE N.89"38'00"E. AI.ONC SAID SOlfTHER.LY LIN A
DISTANCE OF 38.34 FEET TO A REBAR ANO CAP, PLS # 27613 AT THE SOVT!EST CORNER
OF PARCEL 3 OF THE SAID DAY SUBDIVISION EXEMPTION: THENCE N.89"38'0f,'. ALONC
THE SOUTHERLY LINE OF SAID PARCEL 3, A DISTANCE OF 374.37 FEET TO Aiii'BAR ANO CAP
PI.S # 26950 ON THE SOUTHERLY LINE OF SAID PARCEL 3; THENCE N.89"20'"E. A
DISTANCE OF 287.67 FEET AI.ONC SAID SOUTHERLY LINE TO A JlEBAR AND l'. PLS # 27613
AT THE SOUTHEAST CORNER OF SAID PARCEL 3; THENCE N .22"04'54 .E. A OI'ANC.8 OF
66.34 FEET ALONC THE EAST.ERLY LINE OF SAID PARCEL 3 TO A REBAR ANCAP, PI.S #
27613; THENCE N.IS-22'48.E. ALONC SAID EASTERLY LINE, A DISTANCE 0/i' ;62 FEET
ALONC SA.ID EASTERLY LINE; THENCE S.6tr35'45 "E. ALONC SAID EASTER.LY J:E A
DISTANCE OF 68. 78 FEET TO THE SECTION LINE CONNON TO SECTIONS 35 ZJ 36; THENCE
S.00"33'05"E. AI.ONC SAID SECTION LINE A DISTANCE OF 13.99 FEET TO THNORTH'frEST
CORNER OF cOYEBNNENT I.OT 14 IN SECTION 36; THENCE N.89"53'49"E. A JTANCE OF
1210.49 FEET TO A REBAR ANO CAP, PLS # 26950; THENCE SOUTH A DIST.A:£ OF 740.00
FEET TO A REBAR ANO CAP, PI.S # 26950; THENCE S.72"44'29"ff'. A 0/STAN• OF 264.93
FEET TO A REBAR ANO CAP. PLS # 26950; THENCE s.so·22'so"ff'. A OISTAN• O/i' 251.43
FEET TO A REBAR ANO CAP, PLS # 26950; THENCE N.89"58'08"'ff. A OISTAM OF 420.28
FEET TO A REBAR ANO CAP, PLS # 26950; THENCE N.65"19'05"'ff. A OISTAM OF 252.12
FEET TO A REBAR ANO CAP, PLS # 26950; THENCE N.7tr29 '52 •'ff. A OISTAM OF 277.46
FEET TO A REBAR ANO CAP. P.LS # 26950; THENCE S 66"12'16" 'fr A OISTA!i' OF 185.69
FEET TO A REBAR ANO CAP, PLS # 26950; THENCE N 62"09'01" ff A 0/STA!i' OF 155.56
FEET TO A REBAR ANO CAP, PI.S # 26950; THENCE N 711"31'47" lY A OISTAE OF 82.93
FEET TO A REBAR ANO CAP, PLS # 26950; THENCE N 65"12'47" IY A .OISTAi' OF 389.37
FEET TO A POINT ON A FENCELINE BEINC A REBAR ANO CAP, PLS # 26950;£,'ENCE ALONC
SAID FENCELINE N.00-40'07 "E. A DISTANCE OF 585.69 FEET TO THE POINT'
BECINNINC. SAID PARC.EL CONTAIN/NC 40.61 ACRES, ,VORE OR LESS.
4: ·w~
100 \'EAR FLOOO PLAIN LINE If?<
N89'20'
-~
~r--~ ~
15 ' U EASEMENT ~-
-1"-
: N 78'\47" W 82.93'
S N 62'09'01" W 155.56' .... .,,
...$,
~~.
. r-1·-----.J. ;·
POND #1
PON O #2
OTAK-ROCK CREEK STUDIO
NOTICE:; ACCORDING TO COlORAOO LAW YOU MUST COMMENCE ANY LEGAL
,,.~ BASED ur°"" ANT O~CT IN TtUS SUR'y'EY WITI11"1 THR~ )'£AAS
JJIER f81J ~R !f Bl§EB WR 00 8 ~ omst. I ~ ~B Hlli UT UH ~f AffllOO
i AS!'.O UPO N AN! 0£FECT IN lH IS SUR~! at CC..M >NCE!l MOR E lH /l>I 1'H
11'.ARS ~AOIA 11<1' DA ii' or C!'~n ncA ll ON SHO"" "''"°"·
PLANNER
38 NORTH FORTH
CARBO~ COLORADO 81823
(U70J UO§ 1U71
rl-
0
::::i
G.J
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0
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IRR IGA llON DITCH ALIGNMENT
AT CENTERLINE OF 20' DITCH
G.J AND DR AINAGE EASEMEN T
())
/loa.ring Fork PreanJe. LlC
P .O. Bo>: 1360
Basalt, CO 81621
(970) 927-1135
30. ' SETBACK FROM 11£TLANO
. 103' TRACT 1 /100~ ><LAIN LINE
z 8 80.0' ,,,
~
1&
x
DRIVEWAY TO LOT 1 ANO 3
x
SECONDARY EMERGEN CY VEHICL E AC SS
MATCH TO ACCES S ON
ROARING FORK PRESERVE
22.0' ROAD~Y
62.8'
50 '
.'!""'\ \-24.0'
DR IVEWAY TO LOT 5
IRRIGATION
PONO
PAR CEL B
90.03 ACRES ±
PROPOSEl ROAD AND UTILITY EASEMEN~ER 'THE ROAD EA SEMENT
RELOCA1100 .AGREEMENT MADE \\1'1H
ROARING FORlt; PRESERVE LLC
TO BE RE CORDED AT ~E·
llME OF FINAL Pl,_AT.
'& ·~-10 .'Yo
~~ ROAD A
x
---.
1-----------f -- - - - -- -- - - -T ------------------ -----··-- -
0 'T LOT 24
''° GR2~Rr/9 s:,ALE
'k.s iiiiliiiiliil I 1 1----i
(fr:ET)
I in r 200 ft.
SOPRIS ENGIBERING -LLC
CIVIL C?fSULTANTS
502 MAIN ~ET, SUITE A3
CARBONDALE~OLORADO 81623 (9 ~6~;o4-o 3ii
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GOV'T LOT 23
I NOTFS:
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GEORGE R. & FARLEY s. KILBY
PLAT NO'fl:S:
1} ALL IRRIGATION DITCH£S ANO DITCH
M/JNTAINEO AS £XISTINC ANO IN PLAC£. EAS£M£/llTS AR£ TO BE R£COGNIZEO ANO
• IN TH£ USUAL MANNER.
2) NO OPEN HEARTH SOLID FUEL
Wl7HIN THE SUBDl"1SION. ON-, (1 ::::PLACES IHLL BE ALLOl+F:O ANY'MIER£
C.R.S. 25-7-401, ET. SEW,, ANO~ THE R. SOl.!0-FU£L BURNING STOl'E' AS OEFINEO BY
BE ALLOV,CO IN ANY DWELL/NC UN!r A'fi_GULA TIONS PRO.MULGA rro THEREUNDER. WILL
UNRESTRICT£lJ NUMB£R OF NA TUR.AL GA OWELLJNG UNITS IHLL BE ALLOllU/ AN
S BURNING STOVES ANO APPLJANC£S.
J) NO FURTHER DIVISIONS OF LANO
ltfTH/N 7HE SUBDIVISION WILL BE ALLOWED
4) COl.OllAOO IS "/?/GHT-TO-FARM• S1'l .
LANDOWNERS. RESIDENTS ANO VISITOR.$ M'5 PURSUANT TO C.R.S. J5-J-101 ET SEO
ACT/"1TIES, SIGHTS, SOUNDS ANO SMC. 'ST 8£ PREPARED TO A CCEPT 7HE .
OPERATIONS AS A NOR.MAL ANO NE~ OF GARR£Lf) COUNTY'S AGRICULTURAL
A ST!?ONG RURAL CHARACTE:R ANO A H. RY ASPECT OF L1"1NC IN A COIJNTY IHTH
PR£PARE TO ENCOUNTE:R NOIS£S, ODOR. IOAL TH y RANCHING S£CTOR. ALL MUST B£
MACHIN£RY ON PUBLJC ROADS. LIV£STV' LIGHTS, MUO, 01/ST; SJIOK£ CH£M/CALS.
DISPOSAL OF MANURE. ANO lHE CK ON PUBLIC ROADS. ST0R.AC£ ANO '
CHEMICAL FERTILIZ£Ri, SOIL AMEto~f:jffs_TION BY SPRA 'rlNC Oil OTHER.WIS£ OF
ONE OR. MORE OF llHICH MA y NA TU RALL ' HERBICIOES, ANO PESTICIDES, AN y
NON-NEGLIGENT AGRICULTURAL OPERATl;:..occuR AS A PART OF A !.£GAL ANO ~•s.
5) ALL OWNERS OF LANO llHE7HER
UNDER STA lF LAW ANO cOuNTY RECU~~NCH OR. RESIOENCE, HA J.f' OBLJGA TIONS
OF FDIC£S ANO /RR/GA TION 01 TCHES, co!.JC::S WITH RE GARO TO 7HE MAIN Tr NANCE
ANO PETS UNDER CON Tl?Oi. USING PROP Eli OLLING WEEDS, KEEPING Lll'E'STOCK ~'Z~~:,,s;,ff 'kf~)/fctf;~AA:to M,~1~'!}'!/N!( ~"otfff:OA:/f,0;',/7s ~o:;NG ANO
RESPONSIBIUT!ES ANO AC T AS GODO NE; 'N ABOUT THES£ RIGHTS ANO
GODO INTROOUCTOR.Y SOURCE FOii SUCH rlHBOR.S ANO CITIZENS OF THE COUNT'/'. A
LIVING &: SMALL SCA/..£ AC/I/CUL TUR£" m)NFORMA TION IS A ':<! GU/OE TO R//RAL
EXTENSION omcE IN GARRELO COUNTY. l BY THE COLORADO STA rr UNl';f:RSITY
5) EACH LOT AT TIME OF APPLICATION Fi
TO SUBMIT AN ENC/N££REO INDl"10UAL SE OR BUIWING PERMIT SHALL B£ R£QUIREO ~C£NS£0 PROF£SSIONAL £NC/NEER IN TH:~GE DISPOSAL SYSTE:M, OESICNEO BY A
c'fw.SITE SPECIFIC PER SIZE ANO LOCATION ;; lF OF COi.OR.ADO. !SOS LOCATION WILL
'N TY REG//LA TIONS. BU/LO/NC ANO MEET ALL GARFIELD
7) SINKHOl.£S ASSOC/A 'fl:O WITH GIP
OF THE ROARING FORK VALLEY. SINK~OEPOSITS HA~ BEEN MAPPED IN AREAS
AREA OF THE SI TE. BASED UPoN THE GE. S l+f:RE NOT 0BS£RVEO IN TH£ IMAIEDIA T£
2000, IT CANNOT BE SAIO FOR. CERTAIN (jfOCIC STUDY BY HP GEOTE:CH. JUNE 16
HOWEO;E:R THE POTE.NT/AL FOR. SINKHOLE 0. 'Al SINKHOLES IHLL NOT 0£vELOP. •
'E';f:LOPMENT APPEARS TO 8£ LOW
9) ON£ (l) OOG IWLl BE ALLOl+F:O FOR
SHALL B< REOUIRED TO BE CONFINED WITHEACH RESIDENTIAL UNIT ANO THE OOG
1N THE O....iERS PROPER TY BOU NO ARIES.
9) ALL £XTFR/OR LJGHTINC ltfLL BE .
£X TFRIOR LIGHTING ltfLl BE DIRECTED '71w'f1NIMUM AMO//NT NECESSARY ANO ALL
SUBOl"1SION, EXCEPT TliA T PR0"1SION. RO. TOWARDS THE INTE:RIOR OF THE
LIGHTING THAT ILLUMINA rrs BEWNO ~'!AP.Y 8£ MADE TV ALLOW FOR SAFETY
'ROPERTY BOUNOAR1£S.
10) BU/LO/NG FINJSH£0 FLOORS
NA TUR.AL GRADE. NO BASEMENT~";i;fL ~ OESICNEO A MINIMUM OF 18" ABDI£
GROUND WA T£R. AT BU/LO/NC PERMIT A SITEALLOM:O 00 TO THE PRES£NTS OF HIGH
STUD Y SHALL BE OBTA INED FROM A REC/ST£; SPECIFIC CllAOING AMO ORA/NA Gt.-
STA lF OF COLOR.ADO. '/? PROFESSIONAL ENC/NEER IN THE
11) THE HOM£ OWNERS ASSOC/A TION IHLL
MAINT£NANC£ AGREEMENT INCLUDING I BE RESPONSl8L£ FOR. SHARED ROAO
SHAR.£0 ACCESS ROAD ro TH£ PRO."£',J.;ARTICIPA TIDN IN MAINTFNANC£ OF 7H£
12) THE HOM£ 01'/NERS ASSOC/A TION
CON Tl/OJ. ON ALL OPEN SPAQE'.£ HfLL 6£ RESPONS/BL.E FOR NOXIO//S Alf:ED
13) TH£ REAL PROP£FITY DEPICTED
MA YFl y BENO RANCH, IS SUBJECT Tt'fi_/£SCRJB£0 ON THIS FINAL PLAT OF ·~Eel.ARA T!ON OF COVENANTS, CONDITIONS TFRMS ~NO CONOIT/ONS IY THE MAS'fl:R
UNCH, RECOllOEO IN 7HE RECORDS OF 77-JANO R.£:,Tf?ICT!ONS FOR MA >1-"L y tJENO
RF.CORDER ON ----"001 ;:-COE GARFIELD COUNTY Cl.EP.K ,.,~ ..::. ~ n,'C£P TIOt/ '0, r.n!u
SITE
V .fC.f NITY MAP
NTS
BUILDING ENVELOPE
NON-DEVELOPMENT EASEMENT
NOT FOR CONSTRUCTION
DATE 04/12/01 ACCESS AGREEMENT r/ RFP
DATE 03/08/0I PRELIMINARY PLAN SUB/JI/""""
DATE 07/28/00 PER s ,,,.,,
DATE 08/23/00 PER STAFF REVIEr COMMENTS P~Tfi 2( TAFF REV/Er COMMENTS 1 • IP(~g ffll §T~ff fllr!Ell' FOMMENT§
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EXISTING DRAINAGE DITCH
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100 YEAR FLOOD
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PLAIN /LINE
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EXISTI NG IRRIGATION
DITCH LOCATION
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WETLANDS
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PROPOSED piiAINACE-
0/TCH AU\NT
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9796
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6798
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EX ISTING IRRIGATION
o~tCH LOCATION
' 02
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/ TRACT 1
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SELECT MATERIAL COMPACTED
TO 95?. STANDAllD PROCTOR
BEDDING OF CLASS 6 AGGREGATE
BASE COURSE
TRENCH CROSS-SECTION FOR
ADS OR CM? CULVERTS
N.T.S.
100 0 "' ~ -~ b;;. j -un M
SoPRIS ENGINEERTNG, uc.
ICIYIL CONSULTANT5j
502 MAIN STREET, SUITE A3
CARBONDALE, CO 81623
06:5~11£.~•!J ,;-~<-On ~•20•29 ::.r-(Sr (970) 704 -031 1
~~~
DRAINAGE ARROW
EXISTING DRtlINAGE DlTCH
PROPOSED DRAINAGE DITCH
GRAPHIC SCALE
100 .,.
~ a w ~ 1
NOT FOR CONSTRUCTION
5 4/12/01 ACCESS AGREEMENT W/RFP
4 3/08/01 PRELIMINARY PLAN SUBMITTAL
3 12 19 0 PER STAFF COMMENTS MA
2 8 23 00 PER STAFF' COMMENTS MA
1 7 25 00 PER STAFF' COMMENTS
NO DATE REVISION
GARFIELD COUNTY
COLORADO
MAYFLY BEND RANCH
GRADING AND DRAINAGE PLAN
DES. YTN CK. FILE NO.
DR . MAB DATE 07/12/00 20065.01
SHEET 2
OF' 4
. 1
,·
CHIP S[AL SURFAC[ ROW
l-------------------1-----~~---600'--------------~---------.i
1------------JOO'----'<--------
(
I !~ SHOULO[R
8" CLASE 6 AGGREGATE BASE COURSE __/
COMPACTED TO 95% STANDARD PROCTOR
SHOULDER DITCH 18" O[PTH MINIMUM
CLEAR ANO GRUB ANO R[MOVE TOP SOIL IN
ALL AREAS TO BE fXCAVA TEO
SCARIFY AND RECOMPACT 8" OF SUB BAS[
TO 95% OF STANDARD PROCTOR \ "' <>
0
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TYPICAL CROSS SECTION OF ROAD A
\
GRAPHIC SCALE
too o oo 100 200 400 Kl•• 1 •• r· l r ______ w_w_•_•___,~
( IN FEET )
1 inch = 100 ft.
~-------,---·-''-------------~~
6224 --~1 -I
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LOW P INT ELEit = 621 7.35 Hli;H PO IN" STA • 13+94125
LOW P< NT STA = 12+~1.18 -· • s·-u..=.eil4....0<J--L' __ L__.J.---f.--l---f----1--+-----t
P STA -12+60 6220 I.&.. .....-'' I ow
W <CL£:l I g~o ---f---~---+---1---1---+-----t---r----+----t----i--+---+--L_-+---+--+-----+--__JL __ +-----+
PV I ELEV = 6207.1 Pl/I E !Ev = 6~08.55
~--'0'--'---l----'1-----+----t--I 1 100.00' vc i----OW POINT ELEV! = 6203.04
5 z ;!: __,.,... 100 oo· vc Low POINT STA = 19+c 1.25
!;;: i5 < , bi A 1 !~8+~a~1~.4dH~-+---+---1-----+--l ~~~u~~~--+---+--+---+--t-----t--1i------r ...
6216 ~ ..... o ~ PVI ELEV = 6202.S il "' ., ~ ~ ,,;
["'"'= -:::::[~J-j-=t~l:o:t~~;~~:t_j~~I~-l-:t21::~:f _~-=+~~---~r-0
' I() ~ C? +-__J"'-.;;;-.--+--+-----1------lc---+---+--+---+-----1------1--+---+--+---+-------1 ~ ,,,
""-l---1--P-R~O-P -OS_E_D -+~-R-A-DE-+~-T--+--l---l---f----<H -;:·-t---~~ ~ -g Jt ~ "' ~
t-. I / CE I TER LIN c <II> ~--200.00' VC -+----..! :> ~
'-.. I ....-------.J...--I'---~ ~ -', I ./ Ji ;>, -l---~H------1--+--·I -+--+-----+--+---• '.j ~ ~ '~ -·~ /
; ['-.. ·-8
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INS ALL / IN STt LL / "'-. I ~ d < ;;; ., ~ ~
18" C~P CUL~RT 18" CMI CULVERT '--<~tlS'l'tm>iG 1
-,___ -·'°' 0 -J;--.,,J~t----l-----t--'=++.---+--+--i;;2l5 -----... -FeR-ffiR c;-A9100 f)t'fCH -t 1uRllDE ~-I /[ A I ~ ' I/ ',--.. . _ .._i--.... §? §;' ~ ~ 0
CENTER I NE 1 I \ I/\ ' ~ .....__ 1, ·~ /' ./ r-.. ~ I --... CD "' ~ill ~
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3f DS -N 2,u~ on/ -t--"""-;-...__ .. 1g SCA L • hQ' OR , --,._ _ I --...;-...._ ~J: HO IZON TAI SCAL~: 1 :'° 1 ~ 1 IR ll[l< ~ t ........._ ••
VER ICALStALE:1 = _4_.f---+----~--1-----1 --...-C-~i~-~,..___-+-----1-----~--l----+---+--+---+--t
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:J w INS'-ALL ~ _ <.:>
6208
!<STALL
e" ADS N12 CU VERT 1--
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--1------1-----1
-,___.
2+00 3+DO 4+00 5+00 6+0C 7+00 8+00
16+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0,0 17+00 18+00 19+00 20+00 21+00 22+00
ROAD A
NTS
GENERAL NOTES
I) DRIVEWA >'S TO BE BUILT TO LOT LINES AS PART OF
THIS DOCUMENT DRIV£WA YS WILL HA V£ TO BE EXTENDED
IN THE FUTURE FROM THE EDGE OF LOT TO THE BUILDING ENVELOPE.
2.) SOPRIS ENGINEFRWG DESIGN DATUM EL EVATION = HIGH COUNTRY ELEVA7/0N +l.25 FEET
s OPRIS ENCINEERINC, LLC
1VIL CONSULTANT
502 MAIN STREET, SUITE A3
CARBONDALE, CO 81623
(970) 704-0311
NOT FOR CONSTRUCTION
5 4/12/01 ACCESS AGREEMENT W/RFP
PRELIMINARY PLAN SUBMITTAL
3 PER STAFF COMMENTS
2 PER STAFF COMMENTS
f 7 25 00 PER STAFF COMMENTS
NO IJATE REVISION
CARFIELIJ COUNTY
COLORAIJO
MAYFLY BEND RANCH
ROAD PLAN AND PROFILE
DRIVEWAY A
IJES. YTN CK, FILE NO. SHEET 3
DR. MAB DATE' 07/12/00 20 0 65.01 OF 4
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PVI ELEV -6 199 DO -
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DR I VEWAY FOR
sc. LE:
HOI IZONTA SCAL! 1" -
VEF TI CAL S GALE:1 = 4 • -
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DATUM.
6190.r
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6212
& 3
HIGH POINT ELEV -6206.17
HIGH POINT STA -1+49.33
PVI STA ~ 1+50
PV\ EL EV -6206.41 -100.00· vc I---
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H ~IZONT L SCAL : 1· = 100'
v RTICAL oCALE: 1 = 4 ' -·-
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PROf OSED G ~ADE AT 0 "' VCENl ~R UNE <O
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L w -r--G:i r---" 6204 "'!
ZEV DATUM E.
6200.0 0
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<O "'
ID N "' "' "' "'
4+00 5+00 6 +00
LOTS 1 & 3
WE ANDS
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GRAV[L SURFACE
ROW 1------------..:1,-_ 40.0' ____________ ,
/--------20.0 ' ----'1-----1
SHOULDER
2.0· ~~ Ba· -1----1--8.o'
I 3% SLOP[ 3% SLOP[
DITCH 18" MINIMUM
4.0'
8" CLAS[ 6 AGGREGATE BASE COURSE
COMPACTED TO 95% STANDARD PROCTOR
CLEAR AND GRUB AND REMOVE TOP SOIL IN
ALL AREAS TO BE [XCA VA TED
SCARIFY ANO RECOMPACT 8" OF SUB BASE
TO 95% OF STANDARD PROCTOR
TYP ICAL CROSS SECTION OF DRIVEWAYS
N~S
GRAPHIC SC ALE
-0 ~ 100 -
I ••• l~;;.~l~~tilDllEEumJ~~~~~~~~~
( IN FEET )
1 inch = 100 ft.
LOW POINT ELEV = 6204. 36
LOW POINT STA -2+87 41 -
PVI STA = 2+89.57
PV\ ELEV -6204.1 O
0 N ,._ "l -80.00' VC N ,._ r--"' 0
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GENERAL NOTES
/.) DRIW:WA YS TO BE BUil T TO LO T LINES AS PART OF
THIS DOCUMEN r ORIW:WA YS WILL HA 11: TO BE EXTF:NOEO
IN THE FUTURE FROM lliE EDGE OF L 0 T TO THE BU/LO/NG ENI/EL OPE
2) SOPRIS ENGINEERING DESIGN DA TUM El.EVA TlON -
-HIGH COUNTRY ELEVA TlON +l.25 FEET
~ ,..-,..._
• 6204
DATUM ELEV
6200.00
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SECONDARY
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I' EXISTING GRAf EAT SCALI
CENTE~ LINE HORIZ NTA L ~ CALE: 1"=1oc·
VER T11 AL SCA E:t" 4'
0"' °'"' "'"' '°"' "' "' ·"' . "' . "' ... "' ...,o ... .... "' . ·"' .0 . "' '° o" 0 .. 0"' "' .
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NO NO 0 <O 0 ,._ o" 0 ,._ ID N "'0 NO NO NO <D N <ON NO "' "' '° <ON "'~ "'~ <ON "' "'
3+00 4+00 5+00 6+00
EMERGENCY VEHICLE ACCESS
SoPRIS ENGINEERING, LLC
1VIL CONSULTAN~
502 MAIN STREET. SUITE A3
CARBONDALE. CO 81623
{970) 704-0311
5 4/12/01
4 3/08/01
3 12/12/0
2 8 23 00
1 7 25 00
NO DATE
NOT FOR CONSTRUCTION
PER STAFF COMMENTS
PRE ACREEMENT IY/RFP
PRELIMINARY PLAN SUBMITTAL
PER STAFF COMMENTS
PER STAF F COMMENTS
RE Vi SI ON
GARFIELD COUNTY
COLORADO
MAYFLY BEND RANCH
DRIVEWAY PLAN AND PROFILE
DRIVE WAY TO LOTS 1 & 3 & 4
AND SECONDARY FIRE ACCESS
f':D:-:E:--S_. _Y_T_N-t-C_'.K._. ___ -J FILE NO.
DR. MAB DATE 07/12/00 20065.01
SHEET 4
OF 4