HomeMy WebLinkAbout1.01 PlansGARFIElD CouNTY U-m LAND USE ~ 01' 2008, AS • 'SIDED ~6 3. Site Plan. Site plans shall be scaled at 1 inch to 200 feet for properties exceeding 160 acres in size, or 1 inch to 100 feet
for properties less than 160 acres in size. The Director may require, or the applicant may choose to submit, a more detailed version of all or part of the site plan. The site plan shall
include the following elements. ~~ __ ~~~~-'-"'--.,c-C-=-O-=-U-=N-~TY----R,-,-O-=-,A----=D-----N,--=-o-=-,.----_, O-'----2~~ (ASPHAlT SURfACE) Property is 37. 7 acres. Property is less
than 160 acres and is shown at r to 100: Additional responses below in Italics: a. Legal description of the subject site (Resolution 2010-29). (See sllrvey) N 44°36'57" E N 27"56'28"
E '1"6.58' FOl.tID #5 REBAR & P1.AS1lC CAP LS. #19598 /\-. .'\ /\ \ \ \ \ \ \ \ _&_--. FOl.tID #5 REBAR & PlASTIC CAP -L5.. 1/1-9598. _-EXISTING AGRICULJURAl BUILDINGS SHED 16.4')(40.8'
b. Boundary lines, corner pins, and dimensions of the subject site for the proposed land use change permit, including land survey data to identify the subject site with section corners,
distance and bearing to corners, quarter comers, township and range (Resolution 2010-29). (Bollndaty shown, and coordinated with sllrvey) FRCJNr YARD SETBACK HAY POl£ BARN 24.3')(29.7'
Co Existing and proposed topographic contours at vertical intervals sufficient to show the topography affecting the development and storm drainage. TOpography shown in area of bam/arena
which is location of AOU. No change proposed by AOU. d. Significant on-site features including: natural and artificial drainage ways, wetland areas, ditches, hydrologic features and
aquatic habitat; geologic features and hazards including slopes, alluvial fans, areas of subsidence, rock outcrops and rockfall areas, radiological and seismic hazard areas, soil types
and landslide areas; vegetative cover; dams, reservoirs, excavations, and mines; and any other off-site features of the same type that influence the development. No change to sile plan
of bam/arena proposed. e. Existing and proposed parking areas, driveways, emergency turn-outs and emergency turnarounds, sidewalks and paths, shown by location and dimension. No change
to site pfan of bam/arena proposed. 1. Existing and proposed roads, railroad tracks, irrigation ditches, fences and utility lines on or adjacent to the parcel, shown by location and
dimension. No change to bam/arena site plan is proposed by AOo. df (Ill Uses and grantees of all existing and proposed easements ~fJd rights-of-way on or adjacent to the parcel, shown
by location and dimension. No change to existing or proposed easements to the bam/arena site plan is proposed by AOo. h. Area of the individual parcels, and the total square feet of
existing buildings, driveways and parking area. No change to areas is proposed by ADO. I. Zone district in which the site is located. R zone district J. Location and dimension of all
structures, existing and EXlsnNG ENTRY GATE ELECTRICAL SERVICE. AOU REPRESENTS NO CHANGE TO ELECTRICAL SERVICE GAS AND WATER SERVICE ENTRANCE. AOU REPRESENTS NO CHANGE TO GAS OR WAlER
SERVICE. EXlsnNG BARN/INDOOR ARENA AREA 62366 SF (FOOTPRINT INCWDING OVERHANGS). SEE _~_ SEPARATE PERMIT SET FOR MISSOURI HEIGHTS ARENA/BARN FUTURE AGRICUlJURAl BUILDING: HAY BARN (UNDER
CONSTRUCTION FEB -~ 2(11) proposed, and distance of structures from property lines. No change to locations of existing or proposed structures is proposed by the AOU. AU existing and
proposed structllres are noted and located tor reference. FUTURE AGRICUlJURAl BUILDING: EQUIPMENT ~_~. k. Elevation drawings showing existing grade, finished grade, and height of the
proposed structures above existing grade. No ~~m~~m&~ng~~~~MrtJCw~isp~o/~ AOU. All existing and p~ stmctllres are noted and located f~ reference. STORAGE BARN I. Description of the proposed
wastewater treatment system, PROPOSED AD.U. including location and size of leach field, sewer service lines, and treatment facilities to serve the proposed use. The bam/arena septic
system is located tor reference. Addllional septic system drawings are sllpplied with the application. LOCATION. WITHIN __ ---CURRENT BARN. m. Description of the source and capacity
of the water supply, including location and size of well(s) and/or water lines to serve the proposed use. Water weU is located for reference. Add!lional capacity information is Silpplied
wllh !he application. n. Location and size of signs for the purpose of identification, advertising and traffic control. No signage is pro~~ with this AOU. Existing site entry gate signage
will remain lInchanged by !he AOU. o. Additional information that may be reasonably requested by the Director to enable an adequate evaluation of the proposal. Clatification notes reqllested
in the pre-application meeting have been added to ~ site plan. & PLASTIC CAP LS. #5447 ELEVATION-6865.40· l' I I /I /") 11,I-_ " " r---·~-__ ':.I ...... .., --~" I . P I I f I I I .
I I I : IlJ-,a".·----I ARCI-L ------------I r---I ~ : ----,;, -~~-\---{-------~ -"--Sil9"'t6---'-11)~I:~--S 88°47'31" E 359.96' DOG HOUSE 17A'x21.Z' ·1-I POINT OF BEGINNING F(JJND _5
REBAR ~ & PL.As:OCCAl!LS. 1/19598 SYSTEM FROM mE BARN/ARENA/PROPOSED AOU EXISTING FOOTPRINT 3500SF. • I I ~D#SREBAR & P1.AS1lC CAP L5.II1lLEGIBLE FOIW #5 REIIAR & BROKEN P1.AS1lC CAP
LS. IllUEGI8lE WA1ER I ~OJlTAIN/NORTH ~ I I I I I I I I I oJ. I I I I 2-#5 REBARS @j;o_~h'_."'_-.. -------FOl.tID 2-#5 REBARS & P1.AS1lC CAPS L5. #19598 S 02°56'25" W NOlE: FCXID #5
REBAR & PlASTIC CAP L5.#5447 BASED ON IMPROVEMENT SURVEY BY SOPRIS ENGINEERING DATED 10/20/09. S 78°05'22" W ~""-I & PI...AS1lC CAP L5. 1/19598 7 ADU -SITE PLAN f,;\ ------------------------~~1~'~e~q
~u~~~S~O~N~E~H~U~N~D~R~E~D~f~e~e~t~" 1 ~ 111_-'.0 __ , ~, co I 111."3.0201 f 870.113.0288 ADU PLANNING APPLICATION Date: 02.02.11 ~ Revisions: ~ Lh ~ &, & NOT FOR CONSTRUCTION JobS ...
: Missouri Heights. Co ADU -SITE PLAN Sheet Number: A2.0 File: Wight-BamArena-A2.0.vwx
NO1£: 1.) UNE CHART UNE I DIRECTION I DISTANCE L1 S 78"05 22" W 9.65' L2 S 02'5625 W 28.48 L3 S 76'2913" E 6.26' L4 N 44'36 57" E 30.10 L5 N 21'56'28" E 46.58 lHlS SURVEY IS BASED ON
A IMP PREPARED BY KKBNA. INC. DAlill 2/+/81 (PREPARED FOR C.O. BARNES) AND EXlSllNG PROPERTY CORNERS FOUND IN PlACE. 2.) DAlE OF SURVEY WAS NO\6lBER, 1993. 3.) lHlS PROPERTY IS SUBJECT
TO RESERVA liONS, RESlRICllONS,n c COIlENANTS AND EASEMENTS OF RECORD OR IN PLACE. A ll,~ COIIMITIAENT WAS NOT AVAILABlE AT lHE liME OF lHE SURVEY. +.) BASIS OF BEARING FOR lHlS SURVEY
WAS A BEARING OF S 02"52'15" W BElWEEN lHE WITNESS CORNER TO lHE NORlHWIEST CORNER OF SECllON 29, A GARFIElD COUNTY SURVEYOR BRASS CAP IN PlACE AND lHE REBAR AND CAP LS. 15#7 AT 1HE
NORlH 1/16lH CORNER OF SAID SECllON 29 AND SECllON 30. A PARCEL OF, LAND SITUTATED IN A PORTION OF LOT 7 AND THE SE1/4 OF SECTION 19, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
/~ /x ----409.07.' COUNTY OF GARFIELD, STATE OF COLORADO ---.;.,;;-x x x x )C t4 69'16"161 'N x x x -. I--,~~_-/I A. .":1" q}" ~ ~. c, 640,49'-->< REBAR " CAP I.S #19598 (SET) I REBAR
o!< CAP I.S 15#7 (FOUND) It I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I en o o, uu "w' .C D ...:~ <0 REBAR o!< CAP I.S #1 9598 (SET) CENlERUNE
OF IRRIGA llON DITCHES (TYP.) REBAR o!< CAP I.S 119598 (SET) 37.752 Acres + /-O'/ERHEAD El.£CT. "-"-"-REBAR o!< CAP I.S #19598 (SET) REBAR o!< CAP I.S #19598 (SET) I >< '" I >< I I I
I ~ I • • ",CO ..rIO I ,q~ "w''," 0 I (JJ I >< I I I I I I >< I ,J ~----------I I ----JI REBAR o!< CAP I.S 15#7 (FOUND) ---1 x ____ x:~---x ----x ----x x----x-___ x_ L FENCE (TYP.) 11--_
__ x --4.-,--x ____ x ----x ----x x HEAD GAlE 974.33' N 84'22'51" REBAR o!< CAP I.S 15#7 (FOUND) OOINTY SUR\r£VOffS CERDACAJE DEPOSIlill lHlS DAY OF 19_ Ar·-=-=_J'M., IN 1HE GARFlElD
COUNTY INDEX FOR INFORMA llONAL LAND SURVEY PlATS UNDER RECEPllON NUMBER ___ ______ ~ B~ ====~~===---------------___ COUNTY SURVEYOR OA1£: _____ __________ __ AUNG INFORMAllON: SECllON
_ TOWNSHIP _ RANGE _ Of lHE 6TH P.M. HEAD GAlE •. .r"•' l 'ot: .N lOoP ..r ..... o :z I + /+ --~ REBAR o!< CAP I.S #19598 (SET) SUR'yfYOR'S STAJfljENT I, FRANK W. HARRINGTON, DO HEREBY
STAlE lHAT lHlS SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING. INC. FOR ADRIAN CROUCH AND lHAT IT IS TRUE AND CORRECT TO lHE BEST Of MY BEUEF AND KNO'M.EDCE. I I I I SY'=FRAN="'K--:W"",--:H::-ARRJ=
::-N"'G=TON=-,-:L--:S.::-:N:-:O:-. -=1=95::9:::8,----GRAPHIC SCALE ( IK FEET ) 1 _ = 100 It. VICINITY MAP SC,,' r-,. = 2Q()(( pRopERlY Df5C8!PUQN A PARea. Of LAND SlTUAlill IN LOT 7
AND lHE SEl/+ Of SECllON 19 TOWNSHIP 7 SOUlH, RANGE 87 WIEST Of THE SIXTH PRINCIPAL MERIDIAN COUNTY Of GARFlElD, STAlE Of COLORADO; SAID PARea. BEING !,lORE ' PARllCULARL Y DESCRIBED
AS FOLLOWS: COIolIolENCING AT lHE EAST QUARllER CORNER OF SAID SECllON 19, A REBAR AND CAP LS. 15++7 IN PlACE; THENCE N 88'+731" W 359.96 FEET TO A POINT ON THE SOUTHERLY RIGHT-Of-WAY
Of COUNTY ROAD NO. 102. ALSO BEING lHE NORlHWIEST CORNER Of lHAT PROPERTY DESCRIBED IN RECEPllON NO. 24789+ Of lHE GARF1El.D COUNTY CURl< AND RECORDER'S 0fACE; THE TRUE PaNT Of BEGINNING;
lHENCE LEAIliNG SAID SOUlHERLY RIGHT-oF-WAY S 02'+11'58" W ALONG THE ~ Y UNE Of SAID RECEPllON NO. 247894 624.47 FEET TO THE SOUTHWIEST CORNER Of SAID RECEPllON NO 24789+; THENCE S 76'29'13"
E ALONG lHE SOUTHERLY UHE Of SAID • RECEPllON NO. 247694 6.26 FEET TO A POINT IN AN EXlSllNG FENCE; THENCE LEAIliNG SAID SOUTHERLY UNE ALONG SAID EXlSllNG FENCE UHE AND EXlSllNG FENCEUNE
EXTENDED THE FOLLOWING FOUR (+) COURSES: 1. S 02'56'25" W 2&+11 FEET 2. S 10'09'14" W 502.31 FEET 3. S 78'05'22" W 9.65 FEET 4. S 07'01'23" W +05.+4 FEET TO A POINT ON THE NORTHERLY
UNE Of lHA T PROPERTY KNOWN AS lHE STONER PROPERTY' THENCE N M'22'51" W ALONG SAID NORlHERL Y UNE 974.33 FEET m A POINT ON THE EASlERLY RIGHT-Of-WAY Of COUNTY ROAD NO. 100; lHENCE lHE
FOLLOWING lHREE (3) COURSES ALONG SAID EAS1lERL Y RIGHT-Of-WAY: 1. N oo-sg'lr W 1338.19 FEET 2. N 27'56'28" E +11.58 FEET 3. N +4'36'5r E 134.9+ FEET TO THE POINT Of INllERSECllON WllH
lHE SOUTHERLY RIGHT-Of-WAY Of COUNTY ROAD NO. 102; lHENCE LEAIliNG SAID EASllERLY RIGHT-Of-WAY S 88'36'06' E ALONG lHE SOUlHERLY RIGHT-oF-WAY Of COUNTY ROAD NO. 102 409.07 FEET; lHENCE
CONllNlJING ALONG SAID SOUTHERLY RIGHT-Of-WAY S 89'6'16' E 640.49 FEET TO lHE TRUE POINT OF BEGINNING; SAID PARea. CONTAINING 37 752 ACREs, !,lORE OR UESS. . IDGH COUllTRY BNGINBRIIIG,
IKC. 92S CDOPI!R AVENUE GlENWOOD SPRIHGS, CO 81601 (303) ~ 8676 PREPARED FOR: FRANK X. TRA VERNA MASON AND MORSE 0304 FUGIrWAY #133 CARBONDALE, COLORADO 81623 ~=---_--t~C!S.K.:...----__J
RLE NO, SHEET 1 93644.04
GRAPHIC SCALE ( IN FEET ) 1 Inoh -100 ft. J.EGEND IEl ELECTRIC METER ~ POv.£R POLE 1..,1 MAIL BOX -ou ou-OVERHEAD UTILIllES -K x-I'f1RE FENCE -0 0-WOOO POLE FENCE NOTES 1) Date of Survey:
October 20, 2009. 2) Date of Preparation: October 22. 2009 Updated with site plan Janurary 26. 2011. 3) Basis of Bearing: A bearing of S 00'59'17" E between the found #5 Rebar & Plastic
Cap l.S. #19S98 monumentlng the Northwest boundary corner the subject prop>rty the found #5 rebar & plastiC cap L.5. #5447 monumentlng the Southwest boundlry corner of the subject property.
as shown. 4) Basis of Survey: Survey prepared by High Country Engineering. Inc., dated Novel'1lber 4. 1993. along with the title commitment prepared by Pitkin County Title. Case No.
B52~L2. dated October 7. 2009. various documents of record. and the found monuments, as s'lown. 5) Basis of Elevation: Project based on as elevation of 6196.72' (NAVO 88) on the f\G5
station "0-156" this established the site benchmark elevation of 6865.40' on the found Febar and Cap L.S. #5447 on the Southwest corner of the subject property as shown. 6) This survey
does not constitute a title search by Soprls Engineering. LLC (SE) to determine ownership or easements of record. For all Information regarding easements. rights of way and/or title
of record. SE relied upon the above said plat described In note 4 and The Title Commitment prepared by Pitkin County Title. case No. B5284L2 with an effective date of October 7. 2009.
7) The proposed site Improvements shown hereon were supplied to Sopris Eng ineerng LLC (SE) by Land & Shelter. Inc. 8) Sopris Engineering has preformed the field construction layout
for the Indoor ridl~g arena and states that It has been constructed In the location shown hereon. NOllC~ ACCORDING TO COlORADO LAW YOU MUST COMMENCE ANY LEGAL ACllON BAS£D UPON ANY OEFECT
IN 1liIS SURVEY 1I11liIN 1liREE YEARS AFTER YOU F1RST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY AcnON BASED UPON ANY DEFECT IN 1liIS SURVEY BE COMMENCED MORE 1liAN 'TIN EXISTING --I1J~~;
ENTRY GATE FUTUREAG BUILDING FUTUREAG BUILDING IMPROVEMENT SURVEY PLAT/SITE PLAN MAP OF: 5644 COUNTY ROAD No. 100 A PARCEL OF LAND SITUATED IN A PORTION LOT 7 and THE SE1/4 OF SECTION
19 TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6th P,M, COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 1 ~~~~~~~~~~E1/4 SEC 19 FOUND 15 REBAR ............. &< PLAst7c CAP --.............
......... -FOOUND 15 REBAR &< PLASTIC CAP L5. #19598 • L.5. 17959B if SAmUTr -.......... o SHED r-_'S.4·x4D.S· HAY POLE BARN 24.3·x29.7· :~~ [J 'P DISH (POLE) -.......... O~ I OIJ~OIJ
,r,:WATrR /FOUNTAI'tj .~. I o ~~ .......... ----0--01 SUBJECT PROPERTY 5644 COU 1,6 w• ,--0 ----[J-----C FOUND 15 REI~AR'""", &< PLASTIC L5. 179598 FOUND 15 REBAR &< PLASTIC CAP L S.
/ILLEGIBLE .~ NIT ROAD No. 100 44,476 sq.ft. J 7. 752 acres .... F'OU~ID 15 " .. ,.OJ( &< PLASTIC CAP L.S. 119598 OVI:RA.!'-AREA +/-1 1 1 1 1 I I ) ......... ----=---=~ --~ \ ADU \ I
b D D Q Q b b b • • • • [J • h D [J [J • D Q • • Q b • ~ Q b • FUTURE OUTDOOR ARENA I /A PERPETUAL. NONEXCIJJSlVE /ACCESS EASEMENT NOT TC EXCEED __'__ ~---[J -----_--_-25.0' FOR 1lHE
SOLE PURPOSE OF" ------INGRESS AND EGRESS BOO/( 884 PAGE 521 RECEPnON No. 455945 EXCEPnON /12 [J • • IRRIG;\ TION ~DITCH /[J [J IRRICAnON D'TCH~ _/" 'I SOPRIS ENGINEERING CDnL CONSULTANTS
502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 LLC FOUND 2-15 REBARS &< PLASTIC CAPS L5. 179598 rOUND I~ REBAR &< PLASTIC CAP L.S. /19598 9.65 " . , VICINITY MAP
Title Property Description $CA! f' ,. _ 2prxt A parcel of land situated In Lot 7 and the SE1/4 of Section 19, Township 7 South, Range 87 West of the Sixth Principal Meridian, County
of Garfield, State of Colorado; said parcel being more particularly described as follows: Commencing at the East quarter corner of said Section 19, a rebar and cap LS. #5447 in place;
Thence N 88"47'31" W 359.96 feet to a point on the Southerly right-of-way of County Road No. 102, also being the Northwest corner of that property described In Reception No. 247894 of
the Garfield County Clerk and Recorder's Office; the true point of beginning; thence leaving said Southerly right-of-way S 02"46'58" W along the Westerly line of said Reception No. 247894
624.47 feet to the Southwest corner of said Reception No. 247894; thence S 76'29 '13" E along the Southerly line of said Reception No. 247894 6.26 feet to a pOint In an existing fence;
thence leaving said Southerly line along said existing fence line and eXisting fencellne extended the following four (4) courses: 1. S 02"56'25" W 28.48 feet 2. S 10"09'14" W 502.31
feet 3. S 78'05'22" W 9.65 feet 4. S 07"01'23" W 405.44 feet to a point on the Northerly line of that property known as the Stoner property; thence N 84"22'51" W along said Northerly
line 974.33 feet to a point on the Easterly right-of-way of County Road No. 100; thence the following three (3) courses along said Easterly right-of-way: 1. N 00'59'17" W 1338.19 feet
2. N 27'56'28" E 46.58 feet 3. N 44'36'57" E 134.94 feet to the point of Intersection with the Southerly right-of-way of County Road No. 102; thence leaving said Easterly right-of-way
588'36'06" E along the Southerly right-of-way of County Road No. 102409.07 feet; thence continuing along said southerly right-of-way S 89"16'16" E 640.49 feet to the true point of beginning;
said parcel containing 37.752 acres, more or SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering. LLC (SE) for, Melissa Wight.
Eric calderon, A. Newton Bartley II & Pitkin County Title, Inc. I furthermore state that the improvements on the above described parcel on this date, October 20, 2009. except utility
connections are entirely within the boundaries of the parcel except as shown. that there are no encroachments upon the described premises by Improvements on any adjOining premises. except
as Indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel. except as noted. I furthermore state that this property Is
subject to reservations. restrictions, covenants and easements of record or In place. Mark S. Beckler loS. #28643
GARFIEl.D CouNTY UMAED lAND USE RE8OLUTION OF 2008, AI AIIIENlEII 4-66 3. SHa Plan. Site plans shall be scaled at 1 inch to 200 feet for properties exceeding 160 acres in size, or 1
inch to 100 feet for properties less than 160 acres in size. The Director may require, or the applicant may choose to submit, a more detailed version of all or part of the site plan.
The site plan shall include the following elements. Property is 37. 7 acres. Property is less than 180 acres and is shown at 1" to l00~ Additional rosponses below in Halics: •• legal
description of the subject site (Resolution 2010-29). (See SlIrvey) b. Boundary lines, corner pins, and dimensions of the subject site for the proposed land use change permit, including
land survey data to identify the subject site with section corners, distance and bearing to corners, quarter corners, township and range (Resolution 2010-29). (Bollndary shown, and coordinated
with sllrvey) c. Existing and proposed topographic contours at vertical intervals sufficient to show the topography affecting the development and storm drainage. TOpography shown in
area of barn/arena which is location of ADU. No change proposed by AOU. d. Significant on-site features including: natural and artificial drainage ways, wetland areas, ditches, hydrologic
features and aquatic habitat; geologic features and hazards including slopes, alluvial fans, areas of subsidence, rock outcrops and rockfall areas, radiological and seismic hazard areas,
soil types and landslide areas; vegetative cover; dams, reservoirs, excavations, and mines; and any other off-site features of the same type that influence the development . No change
to site plan of bam/arena proposed •• Existing and proposed parking areas, driveways, emergency turn-outs and emergency tumarounds, sidewalks and paths, shown by location and dimension.
No change to site plan of bam/arena proposed. f. Existing and proposed roads, railroad tracks, irrigation ditches, fences and utility lines on or adjacent to the parcel, shown by location
and dimension. No change to bam/arena site plan is proposed by ADU. g. Uses and grantees of all existing and proposed easements and rights-of-way on or adjacent to the parcel, shown
by location and dimension. No change to existing or proposed easements to the barn/arena site plan is proposed by ADU. h. Area of the individual parcels, and the total square feet of
existing buildings, driveways and parking area. No change to areas is proposed by ADU. I. Zone district in which the site is located. R zone district. J. Location and dimension of all
structures, existing and proposed, and distance of structures from property lines. No change to locations of existing or proposed stlVc/llres is proposed by /he AOU. All existing and
proposed stlVclllros are noted and located for reference. k. Elevation drawings showing existing grade, finished grade, and height of the proposed structures above existing grade. No
change to grade of existing or proposed struclllres is proposed by the AOU. All existing and proposed stmclllres are noted and located for referenco. I. Description of the proposed wastewater
treatment system, including location and size of leach field, sewer service lines, and treatment facilities to serve the proposed use. The bam/arena septic system is located for roferonce.
Additional septic system drawings aro sllpplied with the application. m. Description of the source and capacity of the water supply, including location and size of well(s) and/or water
lines to serve the proposed use. Water well IS located for referonce. Additional capadty infonnation is Sllpplied with the application. n. location and size of signs for the purpose
of identification, advertising and traffic control. No signage is proposed with thiS AOU. Existing site entry gate signage Will remain IInchanged by the AOU. O. Additional information
that may be reasonably requested by the Director to enable an adequate evaluation of the proposal. Clanncation notes reqllested in the pre-application meeting have been added to the
site plan. N 44°36'57" E N 27"56'28" E EXISTlNG ENTRY GATE ELECTRICAL SERVICE. ADU REPRESENTS NO CHANGE TO ELECTRICAL SERVICE GAS AND WATER SERVICE ENTRANCE. ADU REPRESENTS NO CHANGE
TO GAS OR WATER SERVICE. EXISTlNG BARN/INDOOR ARENA FOWD #5 REBAR & PlASTIC CAP LS. *19598 AREA: 62366 SF (FOOTPRII'IT INCWDING OVERHANGS). SEE _~ SEPARATE PERMIT SET FOR MISSOURI HEIGKTS
ARENA/BARN FUTURE AGRICULJURAL BUILDING: HAY BARN ~NDER CONSffiucnONFEB ----2011) FUTURE AGRICULJURAL BUILDING: EQUIPMENT _______ STORAGE BARN PROPOSED AD.U. LOCATION, WITHIN CURRENT
BARN. : I I ' : I , , ..\, -' /\ , , \ \ \ , , ~------_0_.-I I . l.I I I I o ARCH. EQUALS FOOND #5 REBAR & PlASTIC CAP -L.S. #-195.98_ -EXISTlNG AGRICUIJURAL BUIlDINGS SHED 16.4'><40.8'
HAY POlE BARN 24.3'><29.7' COUNTY ROAD No, 102 . -. -. ---,f:y.-.....,,,... . -. 'f' SA~ • -• _ & I'LASllCCAI!..Ls. #19598 DOG HOUS£ 17.4'x21.2' ~II~~"~§~I)~I'!C"_E IS ON EXlSTlNG SEPARATE
SEPTlC SYSTEM FROM THE BARN/ARENA/PROPOSED ADU. EXlsnNG FOOTPRINT 3500SF. • r. WATER I /FOUNTAIN, , oJ. , I I I I I F(U'<IO #5 REBAR & PlASTIC CAP Ls. #lU£GI6lE -EXiSiiNG'WEu:LOC..mON----'~:r·--·--·-
-'-----'-·----·-:·-,I~ I I I 2415 REBARS ........ P .... ~"''''''''''fio-•• ______ LS. #19598 502°56'25" W NOTE: FOWD #5 REBAR & BROKEN PlASTIC CAP LS. #lU£GlIl..E FOLN> *5 REBAR & PlASTIC
CAP Ls. #5447 1::t:j::31 CML(A EDLU-E6LB 7ISO .75'_~~1t~H~~~~~~;;~~~~~t~;;~~~~~~~ THE SAME AS THE BARN) BASED OU IMPROVEMENT SURVEY BY SOPRIS ENGINEEtlNG DATED 10/20/09. NORTH LOCATION,
RE: AND CML DRAWINGS. UJ o ilj j -Q) fU.N() 2415 REBARS & PlASTIC CAPS LS. #19598 578°05'22" W SETBACK LS. #19598 FOUND #5 REBAR f& PlASTIC CAP ADU -SITE PLAN ~\ 1" equals ONE HUNDRED
feet 1~ tmI ~ AYe., PO _550, c.boI :'. '., co t 170.lll3.D201 f 170.1113.0211 ADU PLANNING APPUCATION Date: 02.02.11 Revisions: &, ~ ~ NOT FOR CONSTRUCTION Job SIte: Missouri Heights,
Co ADU -SITE PlAN Sheet Number: A2.0 File: Woght-BamArena-A2.0.vwx
T -(/l -c -(1) -'-"0 -'0--0 . 1+= ( SOIL FF -6870.75 UP OF BARN AT DOOR EQUALS OUT SIDE GRADE DIRECT FLOOR DRAINS FROM 1. CROSS TIE STALLS 2. WASH STALLS TO 1000-GALLON, SEPARATOR (per
detail) THEN TO SEPTIC TANK PROPOSED ARENA (/l c (1) -'-"0 L-0 -0 -1+= . T . . . , , , . ' . , . , . , . , , , . , , , , , , , , . . . . . . , , , , . . . . . . 4" PVC SEWER PIPE. (2%
FALL TO TANK) SOIL -6868_88 N CLEANOUT"""-------~'<___ \ (typ.) 0 1 O~~-GALLON INTERCEPTOR TANK (per detail) 4" SDR 35 PIPE (2% FALL TO SEPTIC TANK) 1500-GALLON, TWO-COMPARTMENT CONCRETE
SEPTIC TANK WITH EFFLU NT FILTER ON THE OUTLET 4" SDR 35 PIPE (1% FALL TO TRENCHES) OBSERVATION PIPES f---+-----l .., I SIX GRAVELLESS TRENCHES, El\CH TRENCH HAS 20 'QUICK-4' CHAMBERS.
TOTAL PROPOSED AREA = 1185 SF SWEEP 12 WAY CLEANOUT DETAILS (N.T.S) YPICAL ,c::::::.:::" /PVCCAP.DO NOT GLUE FINISHED GRADE SERIAL OVERLFLOW PIPES (1% FALL TO EACH TRENCH) PIPES TO GO
IN TOP OF CHAMBER END PLATE. ~--4" SEWER PIPE PVC~ /4" EFFLUENT PIPE SDR35 .. SEWAGE o· 30' so· SCALE: 1" 30' ALL SERVICE septic, LLC 5644 COUNTY ROAD 100 Project No. 1615 PO BOX 2844
CARBONDALE, COLORADO rev. 3-11-10 GLENWOOD SPRINGS, CO 81602 GARFIELD COUNTY, COLORADO 970-61 8-5033 1 1 ODD-Gallon 1500-Gallon, 2-Comp. Valley Precast Septic Tank with Effluent Filter
Ground Away From Risers Risers~ Valley Precast Barn I Hair /Grit Interceptor Tank Top of tee to come to l' from top of tank Inlet Tee r-"-.,J------.J\---------+-..------ll--.Jl'-. Vent
OrifICe F1exibl Boot ....---24" Ring & . utyt Rubber Sealant Discharge \. ~ : i" .. F ~ • " I . ! ~~ .:_ ~' . • ;. :.'" ~ -J . : I ~':: ' I. . , " f • • -•• ,' .' .1 7"/---, . ~ . r'-'
Copped !J • •, • S7 Liquid level ORENCO BRAND NAME NOT ENFORCED -+--l--Vault Inlet Ports .. ". .. . .,'. ' .· " • · ' • " \ .. . .o • .." ~ .. ... Cartridge Effluent Filter 4" SDR 35
PVC PIPE FROM SEPTIC TANK SERIAL OVERFLOW LINES PLACED IN TOP PORT OF END PLATE o TYPICAL PLAN VIEW -N. T.S. OBSERVATIONIVENT PIPES (TYP.) 20 CHAMBERS PER TRENCH INFIL TRATOR(R) QUICK(TM)
CHAMBERS, 3' X 4' UNDISTURBED SOIL BETWEEN TRENCHES QUICK4(TM) -__ END CAPS 6' MIN. 3' o ~-----------------80'----------------~ 4" PVC PIPE TO ADDTIONA~-------..... TRENCHES INFILTRATOR(R)
QUICK4(TM) CUT SHEET CROSS SECTION OF TYPICAL CHAMBER-TRENCHES ~·SDR35PVC {,-"-ft3 4~J 52"----+1-----1 OBSERVATIONNENT ,----PIPE WITH CAP 4' MAX SLOPE FOR DRA/NAGE __ UNDISTURBED SOIL
1---6' MIN.--.I BACKFILL 2' MIN 1'4" '--34" _---I ,1MJ \ PVC UNES TO ENTER AND EXIT FROM TOP PORT IN END PLATE EXTENT OF EXCAVATION ,.-;;:!:::::-..., .--1--+ IN FI L TRA TOR{R) lU-~--l'IL--...J
QUICK4{TM) CHAMBER, 3' X 4' SCARIFY SURFACE DESIGN 5 TOILETS @15 GALS/DAY (3 uses per toilet per day @5 gals/day) 2 LAVATORIES @30 GALS/DAY (POWDER ROOMS) (1 Toilet and 1 Sink per Lavatory)
2 UTILITY SINKS @50 GALS/DAY (KITCHENETTE /VB") 5 ADDITIONAL SINKS @15 GALSIDAY 34 HORSE STALLS (Periodic Washing) @170 GALS/OAf 2 WASHING MACHINES @50 GALSIDAY UPSIZE BY 300 GALLONS
PER DAY FOR FUTURE USE TOTAL LOADING = q = 830 GALLONS PER DAY PERCOLATION RATE = 57 MINUTES PER INCH CALCULATED AREA = «1 .5 X q) X sqrt 57) /5 = 1880 SF REDUCTION OF 40% = 1128 SF
TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES 80 FEET = 20 CHAMBERS TOTAL NUMBER OF CHAMBERS = 120 PROPOSED NEW INFILTRATIVE AREA = 1185 SF OWS 1.0
TRENCHES MUST BE LEVEL NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION.INFILTRATOR{R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT
POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO THE NORTH_ VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS· THESE PLANS MUST
BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED
IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS
AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION