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A'!'ll'.JRNEY'S C~RTIFICATE
I, '51Z..L.L<AS Kt'LT\.aL the State of Colorado t b ' an attorney licensed to practice in
public as described on' th~s n~r~af certify that all dedications to the
Clal
·ms o c b f Plat are free ard clear of any liens,
. L en un r-ances o record a.rx] f
b
. urther that this subidivsion is
i:1 SU Stant1al compliance with the G f" d lations of 19 • xir .iel O:>W1ty Sub:livision Regu-
• •
CLERK AND RECORDER'S CERTIFICATE
This plat was filed for record in the Office of the Clerk and Reco d
of Garfield 0ounty at 3 oIQ 0 • clock .£ .m. C I-A r er
is duly recorded in Book ,,,/A at Paae i./r;;-"4''•-t. L ' 19.fl, and -r-~ -'-"-t"'"-, ~cep ion No o -.kJ,.; 5 <J tJ •
COUNI'Y SURVEYOR'S CERTIFICATE
Approved for
calc ·
SURVEYOR'S CERI'IFICATE
Fbrm only and not the accuracy of surveys ,
rsJant to C.R.S., 1973, 38-51-10 1 and 102.
I , Kenneth. R. Wilson, do hereby certify that I am a registered land
surve)'Qr licensed tmder the laws of the State of O:>lorado that this ~:~~ .... .:-s ~-tir-~e; _rocrect and oomplete plat of the Pinyan ~aks Sutdi-.., J:.:.i ..... ,_,, ~tv ..1.ci..J..u vut, t;:-lat~C.::. urrJ dedicated artd show71 hcrc-vn, t..\.;u.t such
P at was made from an accurate .survey of said pror:erty by me an:l under
my supervision and correctly snows the location and dimensions o f th ~ot~, easements and stre~ts of .said subdivision as the sme are stak~
PJ . the. ground in compliance with applicable regulations governing the
sub:l1vision of land .
In ~tness whereof, I have set my hand and seal this __,/_~.i.· __
1 ___ day of
H.J)<.;<Y.[ , AoD., 1 9~
BQ!\RD OF COUNI'Y <:CMMISSIONERS' CF:RTIFICATE
This plat a!?JOroved by the !bard of 0:>W1ty Cornnissioners of Garfield
County , Colorado , this day· of , A.D 0 , 19 , for
filing with t".he Clerk and Recorder of Garfield County and fo r ronvey-
ancc to _the O:>unty of the µ.iblic ded ication shown hereon ; subject to
the provision that approval rn no way obligates Garfield O:>LU1ty for the
financing or construction of improvements on lands, P-Jblic high;;ays or
easements dedicated to the p.ibhc except as specifically agreed to by
the B::>a_rd of O:>W1ty C.omnissioners and, further, that said approval
shall in. no way. obligate G3rfield Cl:>W1ty Comnissioenrs for the
construction, repairing or maintenance of p..ihlic highways.
Witness my harrl and seal of the COW1ty of carfield 0
Attest:
'
·.·
FJAL PLAT
P1YON PEAKS SUBDIVISION
•
A 1RCEL
TO/SHIP
GA-:-I ELD
OF LAND
7 SOUTH,
COUNTY,
LOCATED IN
RANGE BB
COLORADO
SECTIONS JJ AND
I.
2.
VICINITY MAP
SCALE-I"= 2000'
TABLE OF ACREAGES
LOTS
ROADS
TOTAL
PLAT NOTE :
190. 37 ACS.+/-
7. 04 ACS.+/-
197. 41 ACS.+/-
WEST,
Engineered
systems may
foundations ad · ·· ·a · 11 i~a1v1.ual sewage disposal
Le r equired for resi dential constructi on .
IT IS RECOMMENDED THAT ALL RESIDENTIAL
CONSTRUCTION BE BUILT IN ACCORDANCE W ITH STATE
FOREST SERVICE WILDFIRE GUIDELINES.
6TH P. M.
J4
DEDICATICT<
KOOi/ BY ALL ~.EN THESE P!ESENTS:
':'hat the undersigned Ca:tondele Land. De•1elopnent; Corp::>ration, P. Colo-
cado cori;x:ri::aton , is the 0W11ei:: of that real pi::ot-er:ty situated in the
County of Ga.rficld, State of Cblorado, and being a part of sections 11
aOO 14 , '!bwnship 7 Sout1, 8ange 88 West of the 6th Principal Meridian
as shown on t.1-ie accorrpanying plat, said real prop:rty being irore
particularly as follows:
T\ parcel of land locat~ in Sections 11 ana 14 , 'Ibi..nship 7 , R,-9.nge 88 w
of the 6th Principdl !"fridian , being rrore p:tr-ticularly described as
fol lows :
Beginning at the t-M cor~er of said Section 14 , also being the Sil cornei:
of said Section 11 , the TRUE FOINT CF BEGINNING ; thence N 89.56 '03" E
along the toW1dary of a parcel of 1an::1 described in Bcok 532, Page 661
of the C.a.rfield County tecor:ds, 550 . 00 feet; tnence N 45"06 '59" W along
said OOurdary 622 .80 f,et; thence N 00°10 '01 11 W along sa.id bJurd~r:y
845. 24 feet to a p:>int on the mrth line of tot 7 , said Section 11 ,
also being the roi::th lJne of the s 1/2 of the Sol 1/4 of said Section
11; thence leaving said OOundacy , N 89a46 '54" B along said rYJrth line
o E the S 1/2 of tl1e Svl 1/4 of said Section 11 , 1753. 34 feet to tr.e 1Wi'
earner of a parcel of land described in B:ok 608 at Page 496 of the
Garfield County recoi::ds; thence S OD 0 11 '20 " W along the wes't line of
said p:ircel described ia said Eook 608 at Page 496, 1289.92 feet to a
p:iint on the south line of said Section 11 ~ also beir13 the n:irth line
of said Section 14; thetce N 89"56'03 11 E along said oorth line section
14 , 1155.01 feet to tle N 1/4 ooi::nei: of said Section 14; thence
s 89'"29 '30" E along :=ai~ oorth line of said Section 14 and along the
south line of the nppe1 CU.ttle Creek Sutdivision as recorded in the
Gai::ficld county records 1 1323 .33 feet to the NOV corner of the E: 1/2 tE
1/4, said Section 14; tl'ence S 00"26 1 52 " W along the .... -est line of said
E 1/2 NE 1/4, 2137.68 f~t to a ~int on the oorth t.ouo:]ary of a p:ircel
of land described in rok 403 at Page 567 of the Garfield County
records; thence along ~id h::iurdary described in said Eook 403 at Page
567, the followinq ten (10) courses a.rd distances :
1 )
2)
3)
4)
SJ
6'
7)
N 40°00'00" W 55 .10 feet ; thence
93. 52 Eeet along tr.e arc of a curve to t.he right, havi!'lg a r:ad.ius
of· 428j66 _ teet, a cenci::al angle of 12°29 1 58 11
, and subtending a
cOOrd bearing N 33 .. ~5 1 00" W 93.33 feet; thence
71.24 feet along the arc of a curve to the left, havinq a radius of
148.~5 fePt ,
0
a cen1ral angle of 27~29 '4 5", and subterrling a dlord
bearing N 41 14'52" W 70 .56 feel:; thence
N 54"59 '44 " W 96 .J4 feet; ttence
88 .4 1 feet along t~ arc of a curve to the right, hav i ng a radius
of 197.49 _feet, a central angle of 25"'38 '58", and sl)btending a
chor:3 bear1ng N 42" 0'13" w 87 .67 feet; thence
N 29•20 •44 " w 182.9 feet; thence
75 . 20 feet alonq arc of a curve ':o tr.e right , r.avi_ng a radius
of 234 4 24 teet , a
1
oentral, angle of 1Bg2 3 '41 ", and s'1btendirr~ a
cOOi::d bear1ng N 20°1 8'55" W 74.88 feet; thence
Di
9)
10)
i~ 79g2 ·r=va· w .,.90 .v1 reel:; thence
s 10°S0 1 JO " w 732.29 feet~ thence
S 6 1°09 '42 11 E 1i 4 3 .55 Eeet to a µ:>int oo the west Line of the E 1/2
SE 1/4 of said SectJ.On 14; thence
leaving said touOOary S<'lid parcel described in said eook 403 at Page
567 of the Garfield County records S 01 GOS '04" E alonq said west llne
of the E. 1/2 SE 1/4 o.f said Section 14 , 496.23 feet to a p:iint on t.fie
nort.h right-of-way line of a oounty road; thence along said oorth
r1ght---of-way the follow1nq fifteen ( 15) courses a rrl d1stanccs :
1) N 37°56 1 37" w 149.48 feet; thence
2) 2C9 . 34 feet alono the arc of' a ai~ve to t'."'e le:t havina a radius of
730 .no feet , a central anql&> of 16.25'50", and suht@nd1na: a croril
beai::ing N 51°49 1 47" W 208 .62 feet; thence
3) N 60°02 '42" Vl 278.61 feet ; thence
4} 204 . 64 feet along t.he arc of a curve to the left having t. radius of
1260.00 [eet, a central angle of 09u18 '19", arrl subtending a chord
bear:ing N 64~41'52" W 204.41 feet.; tr.ence
5) N 69"21 '02" w 232.34 feet; thence
6) 226 . 71 feet along the arc of a curve to tile right having a radius
of 720.00 feet, a central angle of 18~12 '0 0 ", and subtending a
ct-ord bearing N 60°15 1 02 " w 227 . 75 feet; thence
7) N 51G09 '02" w 234.61 ieet; thence
8) 154 .20 feet alonq the arc of a curve to the left having a radius of
1065 .00 feet, a central angle of 08°17 '45 ", and subterding a CTord
bear i l"Jj N 55•17 •54 " w 154 .07 feet; thence
9} K 59°26 '46" w 77.41 ~ee't; t:~ence
10) 142.67 feet along tJ1e arc oE a curve to the right having a radius
of 670.00 feet, a central anqle of 12•12•02", and stlbtending a
ch:>rd beartng N 53°20 1 46" w 142.40 feet; thence
111N47•14 •45"w154 .85 feet; thence
1 2 J 399 . 96 feet along the arc of a curve to the left having a i::ad lUS of
9030 .00 feet, a centrE:tl angle of 02"32 '16", a.rd subtending a dord
beai::ing N 48"30'53" w 399.9) feet ; thence
13) N 49"47'01" w 231.99 :eet; thence
14) 242.53 feet along the arc of a curve to t."1e right havino a ra.---1 1 s
of 1270.00 feet, a central ang:.._e of 10•56'30", and subtendino a
chorci bearing N 44•18 145" w 242.16 feet; thence
15) N 38" so' 30 " w 394 . 36 'feet to a p:iint on Llie west line cf a p.:ircel
described in B:ok 422 at page 130 of the Ga.rfield COIJl'ltY records;
thPnce leav1ng said oortt-right-of-way of a county road ard (ollowing
.the toundai::y of sa1d pai::cel of land recorded ln said Bcok 422 at Page
130, the following three 1 3) rourses:
1) N 00 °0 3 1 30 11 w 475. 53 :eet : thence
2) N 63°39'04" W 956 .36 !"eet ; thence
JJ s 00°03'30" E 504 .05 feet to a _I:Oint on said oorth right-of-way of
a county road;
thence leaving said tourdary of said parcel i::ecoi::ded in said Ekx:)k 422
at Page 130, and followi1'<3 said rorth right-o(__,..ay the foJlowing seven
(7) rourses:
1) N 56 °30 1 SS" rtl 57. 05 feet ; thence
2) 129.00 feet along the arc of a c urv e to the right having a radius
of 470.00 feet, a central angle of 15 °43 '32", ao:J subtending a
chclrd bearin:;J N 49•39•09n W 128.59 feet; thence
3) N 4()"4 7'23" W 136.20 :ect : thence
4) 163.25 feet alonq the arc of a curve to the left having a radius of
272.00 feet, a centrcil aN;Jle of 34°23'20", and subtending a chord
bearing N 57°59'03 11 W 160.81 feet; thence
51 N 75'10'43" w 181.17 teet; thence
6) 219.90 feet along t.r:e arc of a curve to the right ha\Jing a radius
of 470. 00 feet, a central angle of 26" 48 '28", and subtending a
chord bearing N 61"46'29" W 217.90 feet; .
7) N 48°22'15" w 167.86 feet to a p:iint on the west line of said
section 14; thence
lP:aving said rorth right-of-way of rounty road N 00~03 '30'' W along said
west line of said Section 14 1 308 .56 feet to said~ corner Section 14,
the 'IRUE POINT OF BEGINNI~G.
Said parcel contains 197.41 acres moce oc less.
REVISIONS
DESCRIPTION OATE BY
together: with a ron-exc) us1ve easement to awners of 1Dt 8 and 9 for
access ard driveway p..irp:ises over ard ac::dss Cain's Lane as ex.tended
fran t:ne easterly tound.ary line of the P:..at to County road 112, said
easement being 60 fee~ in width and situated 30 feet on each side of
the following described centerline of a road as built an:J in place.
Beginn11'):3 at a µ:>int whence the ~" earner of said Section 14 bears
N 49°55•13" \'l 6484.47 feet; thence 146.94 feet along the arc of a curve
to the right hav~ a r-adius of 986.00 feet, a central angle of
08"32'19 11 , aOO subteOOing a chord bear:ing N 05"37 '01" E 146.00 feet:
thence 104, 47 fee~ along the arc of a curve to the right having a
radius of 973.00 feet, a central angle of 06°09 '07", aOO subterrling a
cOOrd bearing N 13"35'05" E 104.42 fel?ti thence N 16.39'38" E 140.13
feet; thence 110.12 feet along the arc of a c.;rve to t.he left hav~ng a
radius of 1675.00 :Eeet, a central angle of 03 46'01n, and subtend1ng a
chord bearir>J N 14°46'37" E 110.10 feet; thence N 12°53'36" E 79 .25
feet; thence 118 .63 feet along the arc of a curve to the left having a
radius of 265.00 (eet, a centrd:l angle of 25•3s•57n, an:.1 subtending a
chord bearing N 00°04 1 10" E 117 .64 feet; thence 99.46 feet along the
arc of a curve to the riaht having a i::adius of 368.0-0 feet, a central
aNJle of 15 6 29'06", arrl ~ubtending a ch:Jrd bearing N 05.00 '44" W 99 .16
feet; thence N 02°43'27" E 44 .47; thence 99.55 feet along the arc of a
curve to the left having a radius o:E 624.00 feet, a central angle of
09°08t28", an:l subtending a ch:Jrd bearing N 01°50'25 11 W 99 .45 feet;
thence N 06°24 1 39" w 140.98 (eet; thence 118.81 feet along the arc of a
curve to the right having a radius of 403. ('IQ feet , a central angle of
16°53 1 32", a.rd subtending a chord bearing N 02°02 1 08" E 118.39 feet;
thence 114.67 feet along t.he arc of a curve to the left having a radius
of 136.00 feet; a c:entral angle of 48"18'41", arrl subtending a chord
bearing N 13°40'26" W 111.31 feet; thence N 37•49•49" W 66.94 feet;
thence 94.. 96 feet along the arc of a curve to the left havin; a radius
oE 482.00 feet , a central angle of 11"17'17 11 and subtending a ch::>rd
bear:-ing N 43"'28'27" W 94 .81 feet; thence N 49"'07'04n W 121.50 feet ;
thence N ss•34 '09" -w 153.87 feet; thence 146.76 feet along th~ arc of a
curve to th.<> right having a radius of 3347 .16 feet, a centr<ll angle of
02"'30'44", am subtcOOing a chord bearing N 56°34'05" W 146. 75 feet;
thence 80. 08 feet along the arc of a curve to the left having a radius
of 1046. 78 feet, a central angle of 04•22•59", and subtending a choi::d
bearing N 47°30'49" w 80.06 feet; thence N 49°35'22" W 4.3 .14 feet;
thence 126 .00 along the arc of a curve t.o the right havi~ a radius of
217.55, a central ~le of ·33•42 1 39", arrl subterding a d;)()cd bearing
N 32°51 '06" w 126.16 feet; thence N 15"59'46" W 107.27 feet ; thence
101. 25 feet along the arc of a curve to the left having a i:adius of
241.67 feet; a centi::al angle of 24°00'15", arrl subtending a chord
beai::ing N 27•59•41" w 100.51 feet; thence N 40•oo•oou 'h1 22.09 feet to a
µ::>in't on the west line of the E 1/2 NE 1/4 said Section 14, the i:oint
of terminus.
T.~at said ownei::, suhject to the easeJT'.ents shown o~ otherw1ze qranten 1_,n
th~ ?lat, doc~ hereby:
l) ~1cate and se-: apact those roads desiqnated as Pinyon Peaks
Drive , Sage Swale R:>ad ard Maroon t-'.esa fbad tQ the use of the
public Eorevei:: .
2) Grant the Public an easement ooer ar<l across ca.in 1 s lane foi:: public
emergency access CX"lly .
3) Grant to the Public Utilities ru)j to the Pinxcin Peaks fbmeowners
Associatior. non-exclusive easements over, across ard uOOer the
public roads designated as Pinyan Peaks Drive , Sage Swale Fbad and
Maroon Mesa Foad, ard the access road designated as Cain's Lane for
the installation a.rd maintenance of util1ties, irrigation a.rd
drainage [acilit1es 1 including , but oot limited to, electric lines,
gas lines , telephone lines ard water lines; together with the right
to trim interfe?:"ing trees and brush; with the r;erpetual right of
ingress aro egress for the installation arrl maintenance of said
lines ; which easements ard rights shall be utilizea in a reasonoble
erd pr-ude:"'.t manner .
4) Grant to the owners of tots 7, 1 O asrd 11 non-exclusive easements
ovei:: arrl across that i;ortion of Cain 1 s Lane oomrienci~ at Sage
Swale FOad an:l terminating at the easterly line of tot 10 (or
access arrl driveway purp::>ses.
5) Grant to the owner of Lot 9 a non-exclus1ve easement CNer and
across t.liat p:::>rtion of Cain 's Lane c:mtlencing-at the northerly line
of rot 8 and tei::minati09 at the easterly line o( the Plat for
access and driveway p.n:p:ises.
6) Grant t einyon PeakS fbmeowners As~iat1on {a) a ron-exclusive
easement over, across and under that por::tion of Lot 7 designated as
"Pump lbuse" arrl the 2()-foot wide access easement thereto for the
installation ard rein-:ena:-tce of a pump ~ouse ard storage tank; (b)
a ron-exclusinve easement CNcr , across arrl under. that p::Yrtion of
IDt 18 designated as "Augmentation ?.eser:vo1r" for the installation
ard naintenance of a water reservoir; and (c) a ron-exclusive ease-
ment over, across ard undei:: t.1at p:::irtion of tot 13 designat.ea as
"Cistern Easement" for the installat1on and maintenanc.:e of. a well ,
pump OOuse, cistern and other water: system facilities .
'Jhat satd O'rvf'ter' has cause:'l i::he sai.d rP.al proccrty to be ta1d out: and
surveyed as PIN'r.'Ct'i PEARS SUBDIVISIOO, a subdi.lllSion of a p:i.ct Of
Garf1cld county, Colorado .
That said owner-d:.ies het:eby dedicate an:J !:iet apart all of the streets
arrl roads as shown oo the accanpanyi1"J3 plat to the use of t.he publ1c
forever , ard hereby dedicate to the Public ut1lities those tpctions of
said real pt:~perty which are labeled as utility easements on the accom-
p.::mying plat as tprpetual easement for the installation ahd maintenance
oE utilities, irrigtion and di::ainaqe facilities, incl-.xl1ng but rot
limited to electi:-ic lines , gas lines, telephcrie lines ; together with
the right to trim interfe-cring trees arrl brush; ...iit.h perpetual r:ight of i~:::ess ard egress for installation and muintenance of such lines .
Such easements ard rights shall be utilized in a rea$0nable arrl _pt:'odeni:.
manner.
IN WTINFSS ~F satd owner has caused his ~e to be hereunto sub-
scribed this~ day of f.....,,.t'I• F-..D., 19_T_"l
Seal' Attest'--:fb~/'-.,,.(1--),, ,._..\.~.'/\'.:--,____:_-
Janet S. K1stle~. Secrecary
STA.TE Cf' COU:WU:O
SS
Ccun"t CF GARF fElD
reqo1n;;i OOdi.cation was ;aclmowledgerl before JTe th1s /r-day of ~J~IJ~~=~' A.O., 1qH., by Runsell Scott wr1tec, as Pres1denC,
a Jan 5. JC1stler-, as Secretary, of carbOndale Wrd Of>velopnent
COr~rat ion, A Colora.:b corpocat 100.
WITNESS B~ ~ N'D SEAL
My O':IM1lSSlon expires:
li1Y ~mmlsslon Expires November 18. 1~SO ~~
l'ddr••" :iJO 3-At.,. ~jl
CHKD.
•
SCHMUESER GORDON MEYER INC.
ENGINEERS & SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS. COLORADO 81&01
13031945-1004
r/NAL PLAT
PINYON PEAKS Sl/80IVISION
A Pl4CEL OF LAND LOCATED IN SECTION II AND /If
TOWNSHIP 7 SOUTH, RANGE 88 WEST. 61h P,M .
GARFIELD COUNTY, COLORADO
9039 7-J0-8 RF Norco KW I of 1
LINE BEARING
f N4o•oo·oo•w
2 N54°59'44°W
3 /1129°20'44°/(
4 N37°58'37°w
5 N80°02'42"W
s Nss•2f'02"1'f
7 N5J•os ·02"1'f
B N5B 0 28'48"1'f
9 N47°f4'45"W
fO /1149°47'0f 0
/(
ff N3B•50•3o•w
f2 N56°30'55"1'f
f3 /1140°47'23"1'(
J4 N75°J0'43"1'f
15 N-18°.22. J5"1i
f8 N 0'03'30"1'(
f7 SJ6'46'60"1'f
JB /llB7'4J'OB"E
fB /1127'0B '04"E
20 S36'02 'f 7"E
2J S47'50 'OB"E
22 S2f'53'09"E
23 N29'2B'2B"1'f
24 N57'52'4B"E
25 N70•33 •3s"E
26 NB8'50 '24"E
27 S50°52'27"1'f
2B Nf8'47'2B"E
29 N3B'50'30"W
30 S28'33'55"E
3J N44'03 'Jr/"1'f
32 N44°03 'JO "1'f
33 Nf3°4B'32"1'f
34 N78°54'40"E
35 S7J 0 22'47"E
38 N46'2J'OO"W
37 N 3•07·2s·w
38 N74'54 '05"E
39 S72'02'44"E
40 S49°J4'J5"E
4J S37" 57 '56 "E
42 sB0•33•44"E
43 S67°11 '55"E
44 S44°03'JO"E
45 S36°0B'25"1'f
48 N38°0B'25"E
47 N44°03 'JO "1'f
48 N87°11 '55"1'f
49 NB0°33'44"W
50 N37"57'56"1'f
5f N40° f4 'J5"1'f
52 N72°02'44"1'f
53 S74'54'05"1'f
54 N64'37'04"1'f
55 N45'33'3J"E
58 S78'55'26"1'f
57 /1180'04'08'1'(
58 N38'09'2J"1'f
59 S3B0 09'2J"E
80 S80°04 'OB"E
Bf N7B 0 55'28"E
82 S45'33'3f"1'(
63 S84'37 '04 "E
84 S23'0B'OB"E
85 S 3'f8'28"E
86 S48'2J'OO"E
87 N7f 0 22 '47"1'f
BB s7e•s4·4o"N
69 SJ3'4B'32"E
70 /llJ0'3B'OO"E
DISTANCE
55.JO
96.34
JB2.BO
J49.4B
27B.8f
232.34
234.81
77.41
J54.B5
231.99
394.36
57.05
!38.20
!BJ. f7
f87.BB
30B.58
7.84
26.53
JJB.OB
1J2. 74
J04.48
JS. J4
40.00
J48.42
90. !4
!BB.BJ
J94.4!
JBB.20
37. 79
88.09
43.53
49.2B
J57. J J
37.89
JJ 7. JO
J26.4J
JJ2. 7B
B6.54
308.47
BO. 74
83. J4
43.22
BJ.37
9J.BJ
240.27
240.27
JB.40
BJ.37
43.22
83.J4
B0.74
308.47
J00.42
JB.82
JB3.88
39.BJ
335.98
!B2.28
JB2.28
335.98
39.BJ
JB3.86
JB .82
20.29
JOB.92
!28.4!
!!7.10
37.89
28.83
85.33
7J NJo•ss·oo"E
72 N79°2J '00"1'f
73 sJ0•39·00·1'f
74 S79'2f 'OO"E
75 s10•3s·oo•1'f
78 s12•41 '47"1'f
77 N36°02'17"1'f
78 S53°57'43"il
79 S38'02 'f 7"E
BO N53'57'43"E
BJ N38'02'J7"1'f
B2 NOO' oo·oo·E
B3 529'55'54"1'(
84 N60'04'06"1'f
85 N29°55'54"E
LOT
20.00
20.00
20.00
20.00
B5.33
205. JO
99. 49
50.00
50.00
50.00
50.00
46. 07
J40. 04
257. 5B
160.66
t
FINAL PLAT
PINY ON PEAKS SUBDIVISION
A PARCEL
TOWNSHIP
GARFIELD
OF LAND IN SECTIONS JJ AND
7 SOUTH, WEST, 6TH P. M.
COUNTY,
RANGE
COLORADO
200 100 0 200 400 600
.__ __ §§§JE~~~~ -----~-----
scALE IN FEET
CLDC WELL /Vo. 3
BOOK 608 PAGE 496
14
J4
LOT
CURVE DELTA
J J2°29'5B"
2 27°29 •45•
3 25'38 •55•
4 18°23'41"
5 !8'25'50"
6 9°18'19"
7 1s• 12 ·oo •
e s•17'45 111
B !2°J2'02"
!O 2°32 '!6"
Jj !0°58'30"
J2 !5°43'32"
J3 34•23·20•
!4 28°48'28"
!5 21°58 •43•
tB s•34•34"
J7 7•20·1s"
JS 80'33 '04.
J9 82'39 •35•
20 54' JO '04 •
21 JJ'47'52"
22 J0'50'J7"
23
24
25
28
27
2B
29
120•27'30 "
71•22 'JO "
B7°4J ·25•
BB 0 4B 'J3"
4s•c1 ·21"
ss•os •51 •
BO'f6'J2"
RADIUS
42B.88
J4B.45
J97.49
234.24
730.00
f280.00
720. 00
J085.00
670.00
9030.00
J270. 00
470. 00
272. 00
470. 00
71.22
407.29
335.00
J70 . 00
!f5.00
J54.92
480 .00
285.00
50 .00
50.00
50 .00
50 .00
50 .00
50 .00
50 .00
TANGENT
48.94
38.32
44.96
37.93
105.39
J02.54
f15.33
77.23
71 .Bf
200.0f
12J.64
84.91
B4.J7
1!2.00
13.83
23.40
21.48
99.24
70.00
79.22
49.59
25. J4
99 . JJ
35.91
4B .02
49 .84
22 .27
33 .82
42 . !6
LENGTH
93.52
7J.24
BB. 4J
75.20
209.34
204.64
228. 7J
!54.20
!42.67
389.96
242.53
!29.00
J83.25
2J9.90
27.32
48.75
42.9J
J79.B6
J25. 77
f48.46
BB.B4
50.J3
JJO. 36
62.2B
7B.52
7B.3B
4J .9J
59,47
70 .05
R&C -----
3317
T
CLOC HELL No . 5
LOT 10
12. 20 ACS. +/-
11
12.81 ACS. +/-
15. 19 ACS . +/-LOT 13 LOT 12
t
CLOC '1fELL No. 2
LOT 15
15. 21 ACS. +/-
BOOK 532 PAGE 661
POB
NIV COR SEC 14 {BRASS CAP)
R&C
13. 22 ACS . +/-11. 44 ACS. +/-3.47 ACS. +/-
19
LOT 16
12. 89 ACS. +/-
LOT 17 CLDC HELL 0 . 4
10. 09 ACS. +/-/
CL BO' ~CCESS EASEJENT"":'.:"_-----'--
BOQI( ~ PASE 861 -
I C77
~1
~\
I
I
L.13
L15 COUNTY ROAD 112
I
..l
L84 .--------LOT
C/5
18
10. 30 ACS. +/-
BOOK 422 PAGE 130
C12 LEGEND ANO NOTES
LOT 4
6.83 ACS. +/-
I
CLOC HEl Na . 7
-e INDICATES FOUND MONUMENT AS OESCflBED
-O INDICATES SET MONUMENT R&C 15710
cs,, £so
A
L40 cso
LOT 5
7.36 ACS. +/-
LOT 3
10. 47 ACS. +/-
C11
L10
SURVEY ORIENTATION N89°56'03"E B,(IVEEN FOUND MONUMENTS AS SHOWN
ALL BEARINGS AND DISTANCES ARE LOT LINE fMENSIONS
•
I
I
1
C10
CHORD BEARING
N33°45'00"W
N41" J4 '52"1'f
N42°JO'J3'1'f
N2o•oe·ss"il
N51°49'47"1i
N64°41'52•1tf
N60°f5'02"1'f
/1155'f7'54"1'f
N53'20'46"1'f
N4B'30'53"1'f
N44°fB'45"1'f
N4B 0 3B'09"1'f
N57°59'03"W
N61°46'29"1rf
s27•4e·22"w
s20•04'J7"1rf
SBB0 3B'42"E
/1157'24'37"E
/115B'27 '52"E
563°07 'JB"E
54!'58 'J3"E
542'25'00"E
5 B"12'25"E
NB9'J7'35"1'f
/II 9°45'4B"1'f
/1137' 41 . 40 "1'(
/1131' 13 '37"E
N89'fB'43"E
SJ6°28'4B"E
LOT g
CHORD
93.33
70.56
B7.67
74.88
20B.62
204.41
227. 75
J54.07
J42.40
399.93
242. J6
!2B.59
J60. 8!
217. 90
27.J5
46.72
42.88
171. 4!
119. 59
14!. 07
BB.68
50.05
B9.2B
5B.33
69.27
70 .60
40 .BB
56.03
84.4B
13.11 ACS. +/-
7.78 ACS. +/-
LOT B
5.42 ACS.
•
30
3!
32
33
34
35
38
37
3B
39
40
4J
42
43
44
45
46
47
4B
49
50
5f
52
53
54
55
58
57
5B
59
80
Bf
82
63
64
65
68
67
BB
BB
70
7!
72
73
74
75
76
77
78
79
80
Bf
B2
83
9•39•55•
3B'JB'2B"
11°39'42"
2B'21'4!"
22•24•33•
!7'5B'30"
3•37•20·
22'30'34"
B8'!2'45"
3!'42'3B"
83°44 •30,,
41'32'19"
29'"1 •59•
4B'45'5!"
JB'5B'20"
33'03. !! •
87'59'33"
45'!1 ·10·
B' !5 '57"
5•00 '22"
42•35•4s"
13•21 •49"
7•45 •34"
so•11 ·35"
3'58'J2"
25•2B·12·
27°26'25"
49°17'21,,
3°5B'12·
f7'13'5J"
82°57'44"
10•45•54•
!3'2! •49•
42°35'48"
11°16'19"
18' !5. 12"
2B 0 56'0f"
87°59 •33•
33'03'1f.
26.36'48"
JJ0'10 '3B"
41°00 '29"
2!'54 •44•
43'09 '3!.
34•28'38"
34'2B '38"
43•09 '31.,,
21•54 •44"
41'00 '29"
23°03 '4B"
J0'2B'2!"
j 10°10 '36"
4f'2B '56"
19"56'20"
84 48°45'51."
B5 29°42'01"
BB J25°!B'49"
B7 31'42 '3B"
BB 8B'!2'45"
B9 22'30'32"
J79.9B
179.BB
290.99
290.99
234.24
323.BO
437.29
J44.15
35.29
BJ.OB
B4.95
B4.95
5B5.BJ
J23. !2
3J5.00
304.99
60.00
!72. 47
470. 00
470. 00
!B0.00
395.00
3B5.00
29.38
J879. 84
159.58
J59.5B
99.58
1739. B4
B9.3B
Bg,3B
305.00
455.00
!00.00
530.00
112. 47
!12.47
120.00
3B4.9B
fB0.00
30.00
103. 70
228.2B
27.B7
!39.07
79.07
B7.B7
2BB.2B
183.70
Jf9.9B
283.BO
90.00
J00.00
255.00
183. !2
505.81
4.95
15!.0B
95.29
204.!5
!5.22
82.51
29. 72
88.!5
48.40
5J.!B
J3.B3
2B.89
23 .90
25.BB
5B.22
24.B3
!49.97
55.BO
55.37
90.50
40.46
7J.77
25. 73
20.55
82.3B
4B.27
24.81
24.74
5B.22
38.02
3B.98
45.BB
60.29
13.5,,
54.73
28. 74
53.30
38.99
52.30
18.06
29.02
B0.93
108.30
37.B4
42.99
3B. 7B
44. !9
J!.02
43. !5
24.53
34.78
55.BJ
BJ.22
24.48
24.JB
!2B.96
37.B7
44.82
83.00
!34.08
9.57
42.90
84 .53
40.82
EMERGENCY ACCESS AND
~-ACCESS TO LOTS B 8 9
30.3B
J20.33
59.23
!33.BB
91.6!
!Of.52
27.85
58.83
42.0J
50.40
94.93
47.09
293. J9
104.79
!09.82
175. 94
7!.20
J3B. OJ
51.40
41. 07
118.95
92.13
49.54
41.13
J1B.3B
70.85
78.43
B5.B7
120.54
2B.BB
BB.22
57.30
JOB. J2
74.35
J04.27
3!.BO
58. 79
142.40
210.5B
74.32
57.BB
74.22
B7.30
2J.OO
83.BB
47.5B
BB.19
110.25
1!7.!7
4B.29
4B.1B
J73. 08
72.40
88.74
f55.B5
2B2.09
!O.B2
B3.BO
!13. 45
B0.20
/1157" 56 '!O "1'f
NB1'55'2J"1'f
S20'"4'04"E
S J'43'22"E
s 0°15. !2"1'f
N3B'34'JB"E
N25'48'!B"E
N 2'33'J3"W
N42'4B'20"E
5B7°14'02"E
NB8°45 'JB"E
N 4'06'52"E
N3!0 29'59"1'f
N21 •59 ·oo "1'f
NJ3'09'5B"1'f
SBB'34'20"E
53B'02'5B"E
528'3B'40"E
S4B'06 'J 7"E
S40'28'07"E
559' !5 '50 "E
573"52'49"£
S71'05'12"E
S 3'57'23"E
S3B'07'3f"1'(
S27' 23. 31 "1'(
s 0'57. J3"1'f
/llJ5'27'57"E
N3B•07'31 "E
N27°31'29"E
N!2'34'!9"1'f
N72'34 '5! "1'f
N73'52'49"1'f
N59°J5'50"1'f
N43°3B'05"1'f
N4!'08'38"1'f
N18"31'02"N
N3B 0 02'5B"1'f
NBB 0 34'20"1'f
N5!'1B'40"1'f
N 9'3! '47"1'f
NB0°34'20"1'f
N49°0B'44"1'f
Nf8'34'3B"1'f
N12•14·os"N
Sf2'!4'09"E
SfB'34'3B"E
S49'0B'44"E
SB0'34'20"E
SB9'32'41"E
S40'!9'21"W
S 9'3J '47"E
S43'52'38"E
S13'09'59"E
52f'58'00"E
53!'29'5B"E
545•59 '07"1(
NB7• !4 '02"1'f
542'4B'20"1'f
5 2'33'f4"E
30.33
11B. !O
59. !2
J32. 70
91.03
!O!.!O
27.B4
58.27
39.58
49.7B
B6.70
46.0B
2B9.92
J01.B5
109.07
J73.5J
87.JO
!32.52
5!.37
4!.05
118. 23
Bf.92
49.50
37.B5
118.3B
70.27
75.70
B3.05
120.52
2B.7B
93.3B
57.22
J05.BB
72.84
J04.JO
3!.80
56.J.9
134. 19
207.85
73.B5
49.20
72.85
B8.77
20.50
B2.42
48.8B
B4.84
!09.5B
114.BB
47.97
4B.JJ
!47.BJ
70.83
8B.29
!51. !9
259.17
8. 79
82.54
!OB.BB
79.BB
LOT 6
\,I\ ....
0 BOOK 403 PAGE 567
5.93
• ~
ACS. +/-o
R&C
?--see 14111
---J\I. • .t ;i' • ~·20 '05•"'
lu • "' . ~ '/?, ., . "' .... . "' (Q ..
~
L9
LOT 2-----r;---
\_ PO' UTILITY
11.4 4 ACS. .;. EASEMENT
ClOC HELL No~~
C9 L7 CB 1..B
CO UNTY ROAD 112
REVISIONS
NO. DESCRIPTION DATE BY CHKO.
LOT 1
5.21 ACS. +/-
C5
SCHMUESER GORDON MEYER INC.
ENGINEERS & SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(3031 945-1 004
FINAL PLAT
PINYON PEAKS SUBDIVISION
A PARCEL OF LANO LOCATED IN SECTIONS 11 ANO 14
TOWNSHIP 7 SOUTH. RANGE 88 /VEST, BTH P M.
GARFIELD COUNTY, COLORADO
r
APPR. BY
9039 7-30-89 RF /" = 200' KW 2 of 7
'
60' PROPOSED R-0-W
MAY BE 1<4RED IN FELD BY , ------~--1 ENGINEER OR ROAD AND BfllD(;E
2'
&,
12'
£
12' 2' 8' -SUPERVISOR BASED ON FELD COMJITIONS.
:J /4" CHIP II SEAL
SURFACE --+-..
\ l v.'
PREPARED NATIVE
'\,. 4 " C LASS I! I 4" CLASS G
OR 8 " CLASS G AGGREGATE
BASE COURSE AS DETERMINED
BY ENGINEER N FELD. SUBGRADE (95 % PROCTrJR DENSITY)
LOT
TYPICAL ROAD SECTION
NOTE :
15
SCALE: N. T.~
EMERGENCY ACCESS ROAD FROM SECTION J TO 0 TO
BE SJX (G) #/CHES OF CLASS G BASE COURSE
SURFACNG, (NO CHP 8 SEAL SUFACNG) TO
WDTHS SHOWN BELOW.
LOT 14
G
I
' LOT 13
2.93 %
------. ----
F
I
I I c:,
I I II)
I I C)
I I
E
IMPROVED R<:AD RAO/US
OF 4!5" ( 7YPICAL ) '-----
LOT 18
LOT 16
LOT 17
LOT 9
LOT 10
L
LOT II M ----------------LOT 8
LOT 12
1,, ....
I o'-
1 I IO
20' ROAD A T. I I C)
JTOK. 11 -
1 I
I
15' ROA D AT
K TOM
LOT 7
LOT/9
EMERGENCY ACCESS ROAD
(LOCATION "J" TO "M")
', 5.11 % :-... ..._ ___ _
..... ---------
H
I
LOT
LOT 4
5.!0 % -----------
A
ROAD GRADES:
LOCATION GRADE LOCATION GRADE
A lo B 9.13 " D lo H 8.14 " B lo c 5JO % H lo I 5JI % c lo D 7.84 " I lo J ~.33 " 0 lo E 0.50 " J lo K 10.5%
F lo G 2.93" K lo L 7.40 " L lo M 4.70"
-GRADES REPRESENTED ABOVE REFLECT THE
AVERAGE GRADE OVER THE LOCATION
SEGMENT DENOTED.
-LOCATION SEGMENT DESIGNATION --A
-FOR CULVERT LOCATIONS: SEE DRAINAGE
PLAN ( DWG. 4 of 7)
5
l-lo--24' ROAD, TYPICAL
UNLESS NOTED OTHERWISE
IMPROVED ROAD RADIUS
OF 4~· ( TYPICAL )
6
LOT 3
LOCATION GRADE
M lo N ~50"
N lo 0 0.85"
P lo (} 2.30 "
NO.
' ..
LOT 2
DESCRIPTION
REVISED ROAD WIDTH
REVISED ROAD WIDTH
APPROVED FOR CONSTRUCT/ON
REVISED TYPICAL ROAD SECTION
---
2 0' ROA D A T.
M TO 0
REVISIONS
DATE BY
5-9-89 RC
8-4-89 RC
8-8-89 RC
8-10-89 RC
RONl COOSTRUCTIOO !Ul'ES '
1. Remove all vegetation and plant material as well as to}?Soil .
Stockpile topsoil for replacement on cut and fill slopes .
2 . Scarify existing subgrade prior to cut/fill operations .
Scarify to a depth of 6" and recompact any sub;1rade areas
which will receive base coutse materials directly . Compact
all subg r ade materials to 95% Standard Proctor:.
3 . Assumed sub:,jrade R-value is 20. tb i..mp:::>r-t subbase materials
wil l be required over the bulk of the roadway. After earth-
work operations are completed , proof-roll all existing pre-
pared subgrade surfaces . At direction of Engineer , remove
all soft areas am replace with imp::n;-ted Class 2 subbase
material.
4 . Construct roadway structural section as shown in Detail.
5 . Base course materials to be Class 6, CCOH Specif1.cations .
6. dlip/seal surfacing to conform to COOi-i S1:iec1[i.cationa fol"
plant mix seal coat. ose aggr1?9ate size or 3/4".
SCALE: /" = 200 '
'
CHKD.
DWG
DWG
DJ+!; G
DWG
LOT I
SCHMUESER GORDON MEYER INC.
ENGINEERS & SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(3031945-1004
P/NYON PEAKS
ROAD PLAN
T APPR. BY
B 9039 A 3·22·89 SC /" = 200 ' OWG 3 of 7
LOT 10
LOT II
LOT 14 I LOT 12
' I I LOTl9 I I
LOT 13 I I
I CONTflOL But.DING \ I
N.J"W \
\ NJ"W
\
WELL LoCArJON
#$ N2"W '
I I 10,000 GAL. i I CISTERN --I ' ~N-~-;;-w:.-::--~ ~I LOT 5 ~I
11 LOT 4
~WELL LOCATION
x/" 12
LOT 15
~=--
LOT 18
LOT 16
LOT 17
X-WELL LOCATION
/ 14
HOLY CROSS
ELECTRIC ACCESS
LOT 17 TO HAVE INDIVIDUAL
WATER SYSTEM
•
LEGEND.
---N3HW---
---NT,£
"
\weLL LOCTION
#7
PROPOSED WATER MAIN
LOT
PROPOSED UNDERGROUND 'ELEPHONE II ELECTRIC LINES
3
x
'L LOCATION
#G
LOT 9
~ ...
"'
LOT
LOT
NO.
I
I
LOT 8
7
WATERLINE crnsTROC'TICl'I lUIBS:
1. ~ to be Class 160, conforming to ASTM 1784.
2 . Bed PVC pipelines with 3/4 " base course, 4" below
to 6" <ix>ve pii:e, compacted to 95% density .
3. Provide ooncrete thrust blocks, minimLm 3.0 Sq.Ft.
bearing area on all buried fittings.
4. Pressure test at 200 psi; line joints ar'IJ fittings
to be left open for visual test for 2 hours~ any
leakage will be repaired.
5. Disinfect line by placing chlorine tablets to top
of pipe dur-ing installation; 2 tablets per 20'
required.
6. Compact backfill to 95% under and within 5 ' of
building and to 90% else-.tiere.
SCALE: /" = 200 '
'
.....:::::..=.:::;..::---..::::::_;~ -----N T, £-----n
(UNDERGROUND SERVICE FROM
EXISTING OVERHEAD SYSTEM
6
LOT 2 ,,,,..---.. -
/ -----/ ----------MENT
,. CfSS fAS' T)
,. ' WfLL AC FINAL p ,A
( ~ ( REffR
WELL N~ 9/
REVISIONS
DESCRIPTION DATE BY CHKO.
APPROVED FOR CONSTRUCT/OIV 8-8-89 RC Ollt>
LOT I
-HOLY CRQSS
_ _.._ ELECTRIC ACCESS
LOT No. I TD HAVE
INDIVIDUAL WATER SYSTEM
SCHMUESER GORDON MEYER INC.
ENGINEERS & SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(3031 945-1004
PINYON PEAKS
UDIJTY PLAN
T APPR. BY
B 9039 A 3·22·89 SC /" = 200' DWG 4 of 7
,
·-
\
/
'
'
,
!/J; I / '11 /I ./i
--"-= ::: ~ i-r..
"
/
'
I '
\
-~-...___-_,..eoo ---. _,..,..-_./
. -
•'~
\
\
\
NOTE:
LOTS 8 -10 WILL REQUIRE THE
INSTALLATICN OF DRYWELLS TO
ACCOMMODATE THE DEVELOPED
FLOW FROM THE PROPOSED
STRUCTURE
I
11
' i
,. '
1 \
r,·~
J
Gt -
'
/
I
" \I
~
\\
•I
I, I/ I
I I
"
I
I
\
,.1
/
./
/
-P.C.-£3
..
/ "
' ) '(
I
. ---
•
DRAINAGE LEGEND :
DESIGNATED DRAINAGE BASIN
POINT OF CONCENTRATION
PROPOSED CULVERT (See rable)
DIRECTIONAL FLOW -SURFACE RUN-OFF
\
,/
,/
0
0 /
XIII
P.C. # 6
NO. DESCRIPTION
APPROVED FOR CONSTRUCTION
/
,
,
SCALE: /" = 200'
. ,,
-
/
REVIS IONS
DATE BY
CULVERT
LOCATION
1
2
3
4
5
6
7
8
9
10
11
12
13
/,
CULVERT 1 daL~\
7 \
0 25 (Exist)
2.26 cfs
5.14 cfs
1.16 cfs
2.36 cfs
2.32 cfs
6.15 cfs
2.86 cfs
13.25 cfs
3.52 cfs
2.29 cfs
16.79 cfs
43.79 cfs
23.52 cfs
025 (Prop)
2.90 cfs
5.92 cfs
1.49 cfs
2.59 cfs
2.70 cfs
7.07 cfs
3.64 cfs
14.45 cfs
4.08 cfs
2.51 cfs
17.09 cfs
46.80 cfs
25.66 cfs
CULVERT
SIZE
18 11
18 II
18"
18 II
18 11
24 11
1 8 11
18"
24"
3 6 II
30 11
,/
/
DETENTION
VOLUME
1378
1390
198
252
557
1675
965
2394 •
912
/
206 / z.
8016 •
3308 •
* NOTE, If upper basins detention requirements are
met, then these values may be lowered to
accommodate local basin requirements .
----
CHllD.
'
·----
' ----------
.....,
{
\
'
\
SCHMUESER GORDON MEYER INC.
ENGINEERS & SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(3031 945 -1004
PINYON PEAKS
8-8-89 RC DWG DRAINAGE PLAN
T APPR. BY
B 9039 A 3·22-89 SC /" = 200' DWG 5 of 7
+
/
/"
'
'
NOTES:
I) TANK IS LOCATED OUT OF ANY
100 YEAR FLOOD PLAIN.
2) ROOF ACCESS LADDER BEGINNING B' OFF
GROUND WITH SAFETY CAGE REQUIRED;
INSTALL SAFETY HANDRAIL SYSTEM ON
TANK PERIMETER EACH SIDE QF LADDER.
RISER PIPE
B
.,
'
80TTGJ/'1 T,-9/V,f'
ELEV. = 74~CJ
Q ', I V:J
SCREENED /2"
,j>.:?.:?F YENT
EfTENLJ &. "OJi'/l/N /"ll'E
TCJ O/J)"L/ClfT k'/ ,¥.::?. Z4-
""1ES.h' /PL t/l'f /NL/ l'f
Sl'..fEEN ON tJL/Tt.ET
•
PLAN VIEW
SC/i'EENEO
£4" /ftv'WA
A'MF .::7.PcN/.IYG
30,000 GAL. WATER STORAGE TANK -
SCALE1 !''= 4'
~'x l.Z "JTEct.
,.f'ETA'ht'Eh' .A'NG
.3.0'
WALL HEIGHT = 16"-20'
--n---3'/'J.S?.lt/fL T ( C'C?LO
/'..-9Tc/i ..WT /9LL&#EO)
3" .:7/LcO
.J>9;VO
0.
8" n> 1.z• <>r ~" 8/1.J"E __/
CtJt/li'S'E ~.5 % C'O/'f?/1C'7/",Y
(A.ST/'! o ~'.:16)' /'/?EP/1/i'E/J
J" .::?F ~.,i' 0/J.SE COO/i'.J"E
:J.5% C'O/ll'l"/!Ch'O# (/ISTH 0 -"'-'<V
SEci10N B-B
I
/I !5'-0"
v
C'h'LOA"/'.-YE rEEPE/f
(/...V./ECT.::7-R)
&LOK/NE C:/lS .
rEE/) LI.Ne 1
(/'' fi'C.) I
NOTE:
ALL PIPING WITHIN BUILDING
TO BE SCH 40 GALVANIZED;
TRANSITION BETWEEN STEEL
8 PVC 6" ABOVE FLOOR.
J.t'E.ICllT JF A
.JC /It. E \ "~L,,----1! I! c I ~ ---1-/" P.E. CHLORINE FEED
. SOLUTION LINE
//"E Ch'LMIMil'l-__...,~I
v..vJcCTOR
k'/ITE/f SU .Pl'L Y
,,HEATER
I/ -EXHAUST 2"' 1114TER METfR
FAN / -r-2'"x3"' RcOUCERS I I~ • -3"STRAINER
H i?J ~I :f:.ij'-31" VA~ ---r----VALVE
~·""1 -_, CHLORINATOR
.-J--J._,1 -,. l I -: PUMP ,............._ I • f:::.::::I
•
~ I . ,
SCA L E_/
BASE
\
'
-
r · LINF TAP
(TYP.)
'
HEATER ./
i..----STEEL SLEEVE
(TYPICAL) (2)
5'-0"'
/lj," /l//i' //E/VT N/...-24
/9L <l/'?//Vt//'1 /N.S,CC T
JC'/i'EEN O.R E<ft//V
NON-FUSED DISCONNECT
TYPE Ur BURIED
CABLE TO CONTROL
BLDG. 24·· BURY
WATER LINE TO
CONTROL BUILDING
6'BURY
•
' '
,
S"9NIT/?lrY NELt. .SE/It.
Et.EC Tlf'/C/lt. .JV/A"E J?l./CE
LE/I YE .Z4" Or EA' T,lf/!
C/IULE C'O!Lci? /#S/OE
C/!S/.NG
EXISTING GRADE
.5X5X4" CONC.
PAO WI W.W.M
~ -8.0!
: PITLESS UNIT
,.
GROUT SEAL
(LOCATION UNKNOWN)
-SCHEDULE 40 GAL\.'.
PIPE; 2"' TO 3 " (SAME
.SIZE AS PUMP OUTLET)
' --3-WIRE SUBMERSIBLE
PUMP CABLE, ATTACH
AT 20' INTERVALS
--ONE (I) UNDERWATER
SPLICE PERMITTED
~ -3" SCH 40 PVC
-------------r;=;r---' 9 0 ' SHORT R,J.,'IUS ---..."::'J ,----,, ,-1 ' BOW TYP ) -11
\, -·', ' '-L>---
TO STORAGE
TANK
' >CH. 40 PVC
A
~:::Jr,_
J ~C!f 40 PVC -"
EXTEND TO 5·
OUTSIDE BUILDING
CHL ORINE S:"A E --!--+--~
B CHLORINATOR
SPARE CHLORINF --
C YUNDER (2) STORAGE
WITH RESTRA INING
STRAP OR CHAIN 0
SECTION A-A
SCALE vi'· /'-o"
"0SE
8/BBS
CHLORINE
ROOM
3·· VALVE
J" STRAINER
2 WATER METER
3"x2 REDUCERS
CONTROL
ROOM
I
FROM WEL<
TO W._'E_L_L ___ f
\---==-=-===:i.
-CONDUIT rOR ELECTRIC SERVICE
7" STEEL CASING
'
.• •
5" WELL SCREEN-__,
5"' TAILPIECE -----.>-i
NOTES
1<1"f---!-J---CHECK VALVE (WITHIN
5' OF PUMP DISCHARGE) . .
,.._ __ SUBMERSIBLE PUMP (30 GPM
AT TOH= 450) SET
BOTTOM OF PUMP A T 300'
BELOW TOP OF CASING
•
2 40W nouRESCENTL+---r
B UL BS (2 REON
-CHLORINE GAS
MASK ENCLOSURE
---MOUNT PANELS ONi"
PAINTED FINISH GRADE
PLYWOOD BACKING I. PROVIDE A NON-FUSED DISCONNECT FOR EACH PUMI'
AT WELL HEAD. -r--LOUVERED INTAKE AT
CEIL ING
2. INSURE THAT PROPER IJONDING IS PROVIDED,
t()UVERED
/NTAKF A T
CEILING
DOOR SWITCH rOR BOTH \
E'HAUST FAN 8 CHLORINE
ROOM LIGHT
EXTERIOR -----........_
LIGHT SWITCH ~ J. RUN NECESSARY CONTROL CABLE FROM "SIJBTROl"
TRANSMITTER TO "SIJBTROI. • RECEIVER.
-~ I
-!---------~-----,-1..~"'"""'~----1r.-----:j~~~""",7c==tt1"'"....:.:::.~.-F.-:X-HA-:_U5j. T rAN SWITCH
FXTERIOR. . 1
, EXHAUST FAN B
LIGllT SWITCH
.. _
LIGHT · .. ....__LIGHT SWITCH
SWITCH
FREEZELESS
WALL HYDRANT • .. ·""-:: 4" CONC
SLAB WI ' W. W.M. -.
. . . • . -,
12' MAX., B' MIN.
CONTROL BUILDING
OPERATING FLOOR PLAN
SCALE: v2"=i'·o"
REVISIONS
' '
WATER LIN£ CONSTRJCT/ON NOTES:
f, BCD P VC /">/PELINEJ Iii TH i .. BASE COURSE, 4 t3ELOW
TO 6" ABOVE PIPE, :OMPACTED TO 95% DENSITY
2) PROVIDE CONCRETE THRUST BLOCKS, MINIMUM 3.0 SO
FT. BEARING AREA JN A.:...i.. 8 [J Rl£C F/TT"INGS .
3) PRESSURE TEST AT ZOO PSl I INF JOINTS ~ND rrr1NC.S
TO BE LEFT OPEN !OR VISUAL TEST FOR 2 HOUR5,
ANY L EA KAGE Wlc .. BE REP~l ~ED.
4) DIS:NFECI LINE BY !LACING CHLORINE TABLET' Ti 'J TOP
Or PIPE DURING IN!YALLATION; 2 TABLETS PER 20'
REOUIRED
5 ) COMPA CT BACKFILL ro 95% UNDER AND WI T41N 5' ~F
BUILDING ANO TO 9(% t.LSEWHt.RE.
ENGR. RECORD DRAWING STATUS
DATE ~r.14~,-+~~~~~~~D_E_s_c_R_1_PT~1o_N_~~~~~~-+-D_A_T_E~f--B_Y-+_c_HK_D_.T~~N~~~~~~~~"1-~~~;~~~c~~~·H~;~~~Ki.--+---t'~R~E~L~IMr--,IN~1 :~~~~~Ev.D,,------i----,
APPROVED FOii CONSTRUCTION 8-8-89 RC om; ELECT. CHK . :LIE NT APPROVAL
PIPING CHK . ~PPROVED FOR' CONSTRUCTION
INSTR. CHK . iEVISED AND APl'ROVEit:, _j__+---------------------+--~l---+----+--l----tic:i1vv1i1L::<c~H~Kt.'-t--r--1rOR CONSTRUCTION ··~
NOT APPROVED FOR CONSTR\X.l"ION UNLESS SIGNED AND OAIEO.
TYPICAL
WELL PUMP ' /NSTA LL A TION
NTS.
GENERAL NOTES:
1) WALL ANO FLOOR SLEEVES TO BE AIR AND WATER TIGHT.
2) ALL ELECTRIC WORK PER NEC CODE.
SCHMUESER GORDON MEYER INC.
ENGINEERS 8 SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(3031 945 -1004
PINYON PEAKS
WATER DETAILS
DAT APPR. BY
9039A ~STROY ALL PRINTS BEARING ~ARLIER DATE AMJttlR REl/tS!ON Nl.NBER ~'--~~~~~~~-..J..~.1..-..1--1-...L.--'=:=,;..;;;~;;;.;;;,;;;.~==~~=..;;~~~_.~-i......._~_._~_._~___./ 7-7-89 RM NOTED 6 of 7' DWG
'
•
,o/
/
/
" ,..,
/
10' 3 4 '
MIN. 3'
4 " PERFORATED
PVC SLOPE O"/FT.
/
/
3'
RESIDENCE
f---'2'--'0'--'ccM.cciN."-. \--::'.:!.-·-,, 4 " SOLID WA L L
PVC SLO"' f "/FT. MIN.
-------
1000 GA LLON
CONC SEPTIC 7:4NK -.
---t--------
50---
NOTE:
---,----------
SITE PLAN
ABSORPTION SYSTEM
SCALE-/'" = 20'
FOR TYPICAL RESIDENCE ONLY WITH
ASSUMPTIONS AS NOT£/), NOT FOR
CONSTRUCTION. EACH 5YSTEM WILL BE
DESIGNED FOR SITE SP/iCIFIC RESIDENCE SIZE
AND PERCOLA T/ON RAT~
SCALE: /" " 20'
5 0
----
1 . All material s , installation practices, setback requirements , etc . ,
shall rorply wi th the Garfield County Individual Sewage Disposal
Syst em R?gu l ations.
2 . The abscrption bed shall be oonstructed so that the bottom is level
+ 0 . 1 icches. Place bed in natural ground; no portion of the bed
shall be placed in fill. Provide positive drainage away from bed .
3 . Stone slall be 1/2" to 2-1/2 " screened rock.
4 . All area; d i stur bed by construction shall be reseeded with native
grasses to prevent erosion.
5 .. 'Ihe loc<tion of the bed may be adjusted in the field to better fit
the site, provided all setbacks are rret.
6. Use riSffS as needed to b r ing septic tank access hatch within 6" of
finished grade .
7 . Cast ircn pipe or pipe of equal strength or other pipe properly
supportel to prevent failure by settling shall extend from tank for
a distarce of at least five feet ( 5 ' ) from the inlet and outlet
ends.
8. The Contractor and C'Wner shall take whatever rreasures ar-e necessary
to ass41e that (a) septic tank and sewer lines are ~letely
water-t~ht to prevent infiltration of grourx:lwater into the system ,
and (b) the system is to be installed to prevent freezing of all
pressure ard gravity sewer l ines.
9. The loczion of existing utilities nust be verified by Contractor
prior r1 ccmnencinq ;.ork.
10 . The r: · iel<l Count y Env1 ro!"ll1f>ntal Health Department and the Engi-
neer sh 1 ~ OP rut if i~ when ron;;;t rr i. '"' ~nc~s .1nd <ept 3breast
of the ;onstruction pr qrPsS so that :;..,"~ 1 ient l ;pe1...."t.lon can be
perfo to assure oonforman,..,, . .,j th these plans .
1 1. The folO'ior'ing preventative rraintenance schedule ts rPC'Oflnended to
prolo"9-_the life of the systBTI .
a) PUJ11 septic tanks once each year .
b) Chek plumbing fixtures on a regular basis and repair all leaks
whih can a(]d substantial arrounts of water to the systEm.
12. Site ma & topography suppl ie<l by o..ner.
GRADE ---_-
EXIS TING~
----_.._---
NATIVE BA CKFIL L ------._
_,__
10" STRA W ""-
0 0 "' t " TO zt " CL EAN ROCK
6 " TOPSOIL
I(,'./. \\Y/, \\Y/,
-----
0
4 " P ERFORATED PVC SL OPE 0 "/FT.
NO.
SECTION A-A
SCA LE: /" " 3 '
DESirn CRITERIA
1 • NLl!1lber of bedrooms = 3 (plus I lo f')
2 . Assurre 2 personsjbedroom and 75 gpcd.
3. Flow = 600 gpd (average daily)
4. Pere = 10 min/inch
5. Area (b:Jttom of bed;
A = 1. 95 Q -0.55 Q
L
Where: Q = average daily flow
L = loading rate based on 10 MPI
(L " 0 .80 gal/sq .ft./day)
A = 1 .95 (6001 -0 .55 (600)
0 .80
A = 1132.50 sq.ft.
6. Make bed size 34 ' x 34 ' for total sq . ft . of 1156.
REVISIONS
DESCRIPTION DATE BY CHKO .
APPROVED FOR CONSTRUCTION 8-8-89 RC Dltt';'
-----z:I
9039A
\\'
() ,..,
() -., -
'
SCHMUESER GORDON MEYER INC.
ENGINEERS & SURVEYORS
1512 GRAND AVENUE , SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
(303) 945 -1004
P/NYON PEAKS
TYPICAL ABSORPTION SYSTEM
1·1·89 RM NOTED DWG 7 of 7