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Home My WebLink About6.0 As-BuiltsSHEET MUS I ' / IRONBRIDGE P.U.D. OVERALL MASTER UTILITY PLAN SHEET MU4 PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. SHEET MU3 -·---- \ ' \ --- ,._o\.':'.: <;;,'.\' <A~~""''/// ,,,!Ji/.~-.~ / ,/ ~-, ,r/· ·-· ,-'/' 1>· NOTE: 1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITY MAINS AT CONNECTION POINTS. 2. WATER MAIN STATIONING AND OFFSETS ARE BASED ON ROAD CENTERLINE. 3. ALL WATER CURB STOPS LOCATED IN PAVED AREAS WILL REQUIRE A TRAFFIC RATED COVER. 4. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. 5. All WATER SERVICES SHALL BE 1-INCH TYPE K COPPER UNLESS OTHERWISE APPROVED BY THE DISTRICT OR NOTED ON THE PLANS. / / I ----- --~- ! ____ J / / / ' / / / / / / / / / / / /\ / --- / / / / ----- GRAPHIC SCALE :Jl.QNOY/f 200 0 100 200 400 800 Drawing Prepared By: ~I -~·lil_-~I 1111-1--1-----1 ( IN FEET ) I inch = 200 ft. ENGINEER: HIGH COUNTRY ENGINEERING. INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 1. FRANK HARRINGTON A REOISTEAED LAND SURVEYOR IN THE STATE OF COLORADO, 00 tEREBY CERTIFY THAT THIS AS-BUil. T SURVEY OF IRONBRIDGE P .U .D~PHASE 2 l'lEPRESENTS AN ACTUAL SURVEY MADE ON THE GROUND IN ACCORDANCE Willi THE LAWS OF THE STATE OF COLORADO UNDER MY DIRECT SUPERVISION ON OCTOBER 2008 IN THE STATE OF COLORADO. I -------------~-~LE~G~EN_D....,,,,~-··-·-····-····-I --Ere--- ----:; ---- -------1()"1,/ --------R··v-------- ----------s:; ------ -·-6".'-M---·-- ---10"\J--- ---•8''~--- -----8"S-S--- -l' TM---------- EXISTING ASPHALT ASBUIL T ASPHALT ASBUIL T GRAVEL ROAD EXISTING BOUNDARY LINE PROPOSED EASEMENT EXISTING EASEMENT EXISTING BURIED ELECTRIC, TELEPHONE AND CABLE TV EXISTING BURIED GAS LINE EXISTING 10" WATER LINE EXISTING 8" WATER LINE EXISTING SEWER LINE EXISTING 6" FORCE MAIN SEWER EXISTING 4" FORCE MAIN SEWER ASBUIL T 1 O" WATER LINE ASBUIL T 8'' WATER LINE ASBUIL T 8" SANITARY SEWER ASBUIL T 4" FORCE MAIN SEWER ASBUIL T SEWER SERVICE ASBUIL T AIR VAC VALVE ASBUIL T UTILITY CONDUIT EXISTING FIRE HYDRANT ASBUIL T FIRE HYDRANT EXISTING WATER VALVE ASBUIL T WATER VAL VE EXISTING SEWER MANHOLE ASBUIL T SEWER MANHOLE ASBUIL T FORCE MAIN CLEANOUT i 03 EXISTING FORCE MAIN CLEANOUT I -.. ._!.~---~1:~~-~~;,~;:s:~;:,_1 0: w z ~ Oo !"-w Fo,.,.. o <(<( VJ 0 uo: ()) iLO -~ -_J w t;o c\i:; zU Nz :;..11, 0) -)-0 I Q :JO'. 0 0 -w 0" t-IO :it-00 0 ...Jz , • ..JL!J .,..... "1 ..:U <'l u "' aJ w 0 ~ :;;: 0 ~ 0 ci z - • u z - 0 0 (.) ~ ...! 0 _J _J -0 :I (.) (.) -z f: <( z O:'. :i I.LI 0 (f) u 00 0::: ...! ID I.LI _J -lL ~ <.9 !'! --g 0 !.) 0: 0 aJ Q Q) ~ PROJECT NO. 2051019.00 MUO ' I I ' \ i!ll ~ ~ I I I \\ , I I I I \ \ ' ' I I \ i I ! \ ' ' \ \ I I I " \ I I I \ ' y··JC ---· \ I \ I \ I l \ \ I ' I I i I ! \ i I 1, '1 I i: !I \\ ii\ 'I !. \ \ !\ II i I !I II 11 •' 11. \ II '!\ I I, \\ Ii \I II Ii ii \I \l I' i\ \\ II II II 11 II 'ii \' 1\ 11, \ \\ \ :'\ ', l\ 1 \\ , 11 I , ' " l\ \ I \ ' \ \\ \ \ \ \ I ' \ \ ' ' I ' \ ' '1 I, I\ II \\ \I I '1\ II 1 Ii ,, \ ;\ '\\ \II \ '1\ 'I I 1\\ \ \1 \ 1\ ,\\ \'\ \l1 \I\ \ \\ ,\\ '1\\ ,\\ I 1\ \ L \ \\1 \'' I\ \11 Ii \\\ '\' 1!,\ ,\\ \ ___ - \. ' . ' L .. \--- I \ . ' ") .c J LJ,_ ~ / j, • I . I MW"' Eil >i ~ M· A ll~'P~"® " llll ' £/ ie>ld§.275&1-'- lll! ii'i!I --llli il!i: l!1l -J!!!!ll• i!li !!;! ~ 1\11 00 !ill;lU '!i"@W"' \ ,-, (-) ., ;:::::, ' ~ l --.--- 8" GATE VALVE • 'N )i 100,6528 % , ' ,~· .. -'('·:.,, •• 7'16~2Jr'1?2 / ":·· --,J-\ ""·QI .. ~ / ,, 'fl_..> '•15> ,1 \ \2.j' _ .. 45· BEN -. \ ( I / . I \ I '-, 1 -1 ,:~ il / \ ' I \ ·-~ ", C;j I 11'1'.> ' I . '.:~) ~.") r·;;;i 1-.,,, ,....,_ f ;,,·· ' ' / i') ~-~ r:.: ,:"" {~ I.,_,) \ELECTRIC [RANSFORMER ----- ~~Cl.~i: / / N 10775.0732 E 16035 . .§;IB3.-••· --· - J n '} .. UJ l_. " (J ,_ --a··GATE VALVE I . \ ~I~ N ~o7~~ E 16036.8676 \ 't' Cl I") - ' (_,I { i!J. . ~ ,I ~ >.! ~ \ I \ " " \ " ( 8" GATE VALVJ tJ 1981S.7Z6Q 1 .J / / / / ) / / ·--- / Drawing Prepared I 8" GAfE' VALVE ·\-=~·=-_} I I, \ N 10821.f 72 \ E 163jj8.2863 \ /- , N 110823.7073 \ E )6351.9672 \ I ' I ' 19J I I l~j() HYDRANT GATE VALVE ! N 1064~.7017 I E 16f31\4586 /I --f'IREiHyOO~NT #2 I I .r-- By: N 1 se53:mn1 E 16326.-06 ---N· !06_!)_1.9874 E 1632S:;ZJ-'l-'--Jilif)V; ENGINEER: i I / f------ I \ ' I HIGH COUNTRY ENGINEERING INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 / I ( FRANK HARRINGTON A REGISIEllED LAND Sl.fl\IEYOR IN THE STATE OF \ ' / COLORADO, 00 HEREBY CERTIFY THATTHIS AS-BUILT SURVEY OF IRONBRIDGE P.U.D~PHASE 2 FIEPRESENTS AN ACTUAL SURVEY MADE ON THE OROUND IN ACCORDANCE WITH 11-tE LAWS OF_.,:fft!: / STATE OF COLORADO UNDER MY DIFECT SUPERVISION ON OCTOBER 2008 ./ IN~ \ STATE OF COLORADO. ' I I I ,. ___ _ ' / / \ \ \ \ \ \ \ GRAPHIC SCALE 60 0 25 50 100 200 1----tri-1--1---•I ~r:: 0 [~-< tIJ / ---Pvr __ __ -... : -:_j / ( IN FEET ) I inch = 50 ft, / • ! I I / 105 104 \ FIRE HYD~ANT .. #15 N 11037:4195 E !6832.194 HYO,RANT GATE VA E N 11028. 2809 E 16~19.9561 ~. \ \ \ \ nn O::J / / ocJ •J \ !RONBI(]DGE P.U.D. KEY MAP [5 z ~ Qo r-. w ~~ 00 0 uo: OlO G:O -fl'. j::.....l r Gj oO N::; zU Nz ,_IL 0) -J-0 r 0 :ill'. 0 0 i=W 0 0 o"" oo o ..Jz ' , -'uw -" <'. "' u lO ci z - • u z -"' C> z -~ l.IJ l.IJ z -C> z l.IJ ~ 1-z :::> 0 u :c C> -:c 0 0 u~ -' 0 -' -' .o :r: u u . z~ <( z 0:: :::J wo (f) u 00 a:: -' al w -' -LI.. ~ t9 N --g 0 0 ~ PROJECT NO. 20510 '19.00 MU1 \ 1 \ " \ I, I ' ', \ FIRE HYDRANT #10 U 117€2.ZS~di [ 15773.1159 N 11761.7505 E 15774.3381 HYDRANT GATE VALVE tl 117€2.9829 E 15777.1676 N 11763.4837 E 15784.9120 ~·7y \ \ ! ·.> ·~· H-. \ .. ) 1-.,, "-.-- \ ..• J ,-· §\ \\\ '1 1' :\. ' ;,,. \1 f \ .; .. \1. \, (/) ;_\ \\ \ w \ I I '\ -\ \ \ \I \ 1 \,I --· ---- \ ' "~ ~lr \), l.1 I \ d' \ . ' I I *· \ \i, fl ill 'I \ 1 ''\ \ ! ~-I ' vl '\ 2_-,'1 I I I 1 1_ 01 I, I\ l-'\ .a:. -LWl\----11 'r-~[/) .. ------- ! I __ , -I I ' -~ 22.5" BE~ \ ')A'-:/ .'-... "-!-'_) \ \ / \ ,\ ' 8" GATE VALVE tJ 11532.1629 [ 15864.2511'. '"' N 115:)1'6112 E 1,5804.6805 \ \ '.)'/J ,,."' )--_. 1--~ ..t. ,.--·' ,/ HYDRANT GATE VALVE,./ N t-1-3'34. 9J54 _, E.'-15~A5:8562 ") ,-) (--... {"=" r-:., '~J / ,. FIBE--HYDRANT #9 ..-----__ ,, ,,.-_,.. M 11al:61,S959 \ \ \ \. HYDRANT GATE ~~LVE __. u 11166,37;87, /- [ 15877.1811 _," N 11159.521§: . E 15876.6782, ' FIRE HYDRANT #8 H 111137.1269 E 15867.9515 N 11157.6392 E 15866.8496' / \ / I / / ',, i;_,, 15939.432:1 ,,. I it·• 1332. ss29 ,. ·~ t45938.5702 \ \ \ \ / \ \ 8" GATE VALVE 1» (_ N 11151.4142 · ,-/ \ / / ·-. », } E 15890.7219, / / '/,1f' :'"' , ,~/ / , ~. BENl$21 4 -~ ' . ~ ./ 22.5' BE ~--., ·v t-" ''•, • .' --~ / ' ' / ./'.· 90"BEN "' . "·-//,.' '711,.----, ' / '--., / '/ ,,,+~ / i::__, --ir) / ' .. "" ... ,,. /c '' . •""llll ~ !iJIJ ~rq , ii!J !Ill !!!! · ~ ll!!l WI! Ml M !fl!. It! !Ill \ ' ' '· -,-"\ \ / ·-. / / \ \. \ \ / 8" pAf~li.ii.LVE N 11':1J2.4525 E 16004.3751 / / \ / \ \ \ / / \ \ \ ' \ '"]"•\ I·-~-i 0 t:""' 1-:i_~ . J \ \ \ ,.-o=t- F~~ 1-' \ / r-; ,,--, (-., 1~·-5G \ I \ \ / \ I .. \ I \ \ \ \ .h, / '<, C· C) ·11 ~ c:._)_ - / \ . \ 10" GATE VALVE N 11761.0542 E 16363. 5943 \ \ \ \ \ \ ) '".> ·..>, Fl~E HYD~<':NT #1~ > N 11 S,28.636 Ii: 16362<0205 \ \ / /FIRE HYDRA-"1T, #7 / 14 11166.2372 ' c:.N.)IJ.©D:652B / E 16182,4372' / ,. \ / ' ' \ \ \ \ .. \ \ \ \ \ \ ' \ \ \ \ I . \ ~RE HYD~NT #29 N 11971.4Z84 E 16337.342i! ' \. HYGRANT GATE N 11~55.846 \ \ \ E 163;23. 7965 \ \ \ \ \ \ \ • I \,:,:' \ VALVE \, \ \..' . . ·~ -1. :c1::="·''"'''"'~~-=:."" l'~""'f"""~~ ' ' \ \ \ \ \ \ \ \ ! I I I I I \ I \ \ \ \ \ ' \ \ \ \ \ \ • . ·. \ \ \ FIRE HYDRANT #14 N 11341.853 E 16564.2807 \ \ \ \ \ 10" GATE VALVE N 11324.9122 E 16595.5548 "· ... / / ( ~~ .----, ('" l\i!liiRU'i1" ~, llli. -~ l~ '!iiil '\'111'fiR'l\mi Ill! !ill §1111~1 1 -l!!&i !Ill i!!i! !!l!i!Uillli!a mi !!lll ~ !'l.l liill M/:!1--rCHLJ~<JE --~5EE SHEEl--~v1U1 \ \ \ / / \ / •, \ / \ 8? / \ ~/ . / '~/ -\, \ . \ · .. GRAPHIC SCALE 50 0 2:5 50 100 200 -~'9111~-rl_-~~l~l--'----·1 ( IN FEET ) 1 inch = 50 ft. PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVO 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 I, FRANK HARRINGTON A REOISTEFED LANO SURVEYOR IN THE STATE OF \COLORADO, DO HEREBY CERTFY THAT THIS AlH!UILT SURVEY OF IRON BRIDGE p .u.o~PHASE 2 f'\EPFIESENTS AN ACTUAL SURVEY MADE ON THE GROUtt:> IN ACCORDANCE WITH THE LAWS OF T1£ Sl;ATE OF COLORADO lJllOER MY DIAECT SUPEA\llSION ON OCTOBER 2008 IN THE \ ~TE OF COLORADO. \ ··.\ \ \ \ \ \ / / / '\ •. \ \ \ / / \\ \ \ / / \ \ / \ ' ·._ \ / CJ 8' u_ ~~ / I !RONHRIDGE P.U.D. KEY MAP D'. w z > z Qo I' w t:~ co 0 OD'. 0) 0 iLO -~ -_J w 5o c\!"' zU Nz )-~!_. m -1-0 I Q JD'. 0 0 -w 0" I-"' :ii-"' 0 .J z i..v . w " ..Ju -(f) 6 "' w w 0 ~ :t Q (;' 0 ci z - • 0 z -.. l? z -a:: Ill I.LI z -l? z I.I.I ~ .... z :::> 0 0 ::c l? -::c 0 0 u ~ .J 0 .J _J .o IU u . z f: <'.( z 0:: :::i wo U) u 00 0:: .J Ill w .J -lL 0:: <'.( (.'.) Iii --g 0 0 ll'. 0 PROJECT NO. 2051019.00 MU2 \\ '' \~\ \\ \\ ~,\ \, \"\ \\ i • ' \\\,. ~1'· \, , •\ I\ \A \\ \\ ';\ ·1· ~\ \ \_\. '\;~\ \\ '\ \\ '1\ \ \', ' \\, '\ \ \, \\. \\ \\ \ \\ \· \ I\ \\ .\ '\\ ~\ \ \ \\ \ \ \ \ \ \ \ I I I i I . \ ' I i I, \ \ ' ' FIRE HYDRANT #11 tJ 1221!?.1ee1 c 1e111.s1de N 12236.7120 E 15744.8615 HYDRANT GATE VALVE N 12236.2378 E 15749.7155 22.5' B~N / . I I \ \I •. / / / . /I ! • ! i l ! • . • ! ! I ! I .'i I / ! ( / I / I [__ - / i ,., / / I j.. I l ft-> i I I \ \ I I_ \ \ \ \ r ,-- 8" qil(f~) VALVE tJ 12161.6112 .\ E 15977.1 t32 \ N 12461.6442 "·%-,, ',\ \. E 15977.1432 I '\. \\ 8" GATE VALVE I I I ! I ---___ J _J ' \\ fl t'i 1 1 B.7:5ll3 \\ "&> \\ E 15'9:71.692:7 --1---;'--+/;n..,~ <~* \~ 1244{t7538 / / . / \ \ \ > \ •<5971:~927; ';;. \ "''\. \\ ··-\, \ . .~ I \ ' \ \ \ I I \ N 12453.2249 E 15980.9464 ,- i \ ' \'. FIRE HYDRANT #17 ~J 1 :3921 .ie©s:a E 16 852. 786£ N 13020.Bbsr-- E 16054.2090 I I. -- Cl I '~ J_ 10" GATE VALVE N 12132.2859 E 16203.4887 l'!l ~"1! ~,ii "'J f!'l'fo.l'!'liiili!ilt\!i 1iill ~ ~"111 iill "!" -ili!I H ~ lllO iili ~ \1lil ill! !!!!!lil!lili!i!~ illl!lrnWJ!lqlll r·-1 '" I I j II \.,_. .. -· l I I __ J I I I I ·r I I I • .· I -·1 .J I I i ! I ! / I I I i . . \ I [ ______ ~ • \ ' \ LJ_.:~~!-.!f---'-_.-. _iii ~ -·1 \ \ ~111 i!.ll ii!!! ~ i!'ll l!ili ~rr~ ll1!I >rJ i!IF!WEr'F1 ~ Iii! ~\l'i!l Mi·~ !l1ll m \ ~'1.sm~\~ GRAPHIC SCALE ( IN FEET ) I inch -50 ft. PROJECT DATA: BENCH MARK: USGS BENCHMARK 0-158, ELEVATION = 5957.45' NAVO 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING. INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 I, FRANK HARRINGTON A fEGISTEFED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTFY THAT 'THIS AS-BUILT SURVEY OF IRONBRIDGE P .U.D~PH ASE 2 REPRESENTS AN ACTUAL BUR\IEY MADE ON lHE GROUND IN ACCORDANCE WITH THE LAWS OF THE STATE OF COLORADO UNDER MY DIRECT SUPERVISION ON OCTOBER 2008 IN THE Sl'ATE OF COLORADO. I 1···-·-- 'I ) i Lj rnoNBf'(ll)GE P.U.D. KEY MAP 0: z g; Qo !"' iii !;,:~ 00 0 Oo: (J) 0 -o 0: IL ~ 1- j::-l ' w oO N:;: zU Nz ,_IL (l) -J-0 I Q :Jo: 0 0 -w 0" ~.... © ::l z (I() '? w ~ <1 <(U "' () ITT ci z • u z -... C) z -It I.Li id z -(!) z I.LI ~ 1-z :::> 0 u :c l!) -:c ~ 00 Q Cll ~ PROJECT NO. 20510Uil.OO MU3 I : / / I / i HY~RANT GATE VALVE / i M 11177.1161 I . , ·-. I .~~. -. -._.~---1~78.2841 i , .• E:t5~!h2.,485 I l --, ., ··,-.-._ I I -.., I I I ' ' i ( '\ \ . . \ 8" GATE VALVt\\ ~\\ N 14121.7158 E 15321. 7729 ' ·' N 14119.3065 E 15322.9924 / / ---. __ \ \ \ ' , _ ___.,-- I ---' \ \ . \ I ( I, CLLTBlIOllSl~ SHC11=> /C)f1 F1 IC' 1:-: • // / / GRAPHIC SCALE --·· / N 13910.5538 E 15444.7427 HYDRANT GA TE VALVE t! 1 J999.66iSJ N 13909.2425 E 15451.0698 GATE VALVE N 13914.8659 E 15441.8353 FIRE HYDRANT #31 Id 13916.8677 8" GATE VALVE 8" GATE VALVE 14 136eJ2.1659 N 13604.2921 E 15608.0436 ti 13697.7789 N 13607.3624 E 15610.8091 N 13472.3722 E 15508.4138 2 .... c·4' I, ·-· • • 00 ~ -~-!!il•~·~~I ~I --1----1 ( IN FEET ) 1 inch = 50 ft. "'· 22.5' BENO ·I' N 14018.1657 E 15571.4533 8" GATE VALVE tJ 1o4zS18.S767 \ N 14146.2078 E 15840.4904 ' \ \ \ \ . \. \ n ,.,, c;" GATE VALVE f~-:, t> I_ 13278,84:32 N 13276.8791 ····---E 15710.8662 -=~,,,. \ \ HYDRANT GATE VALVE ; I< I ~S6Y.651!5 • N 13988 .. S;'ro <..J -] 'j , E 15973.0521 • 2.i;· BENO . I l1 J I • I '>Cr e..,J,J I ... t. I I' I I I I I I I FIRE HYDRANT .1#19 tll13712:.§t1l) ,..,_!+141l.4.!~ I N1 13711.1888 I IS 16120.9489 , I I I \ I .. / i..J"''"'""'''''"""""''"''"" / ····--·--7 .... ··--·-./ VALVE N 14048,3019 E 16159.2116 10" GATE VALVE iJ 13674.£661 N 13671.192§_ -·· .& IB106. 1T55 10" GATE VALVE N 13684.3468 I FIRE H~DRANT #18 ~1 1a.Ji~.a11a N 133~7.8214 E 160~~.4513 I HYDRAN~ GATE VALVE ti 1 ;!!68;€919 N 1336\l.0642 E 1607~.4011 J' ----· I I I I / I 66 7 I I I PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 I FRANK HARRINGTON A FIEGISTERED LAND SURVEYOR IN TtE STATE OF I COLORADO, 00 HEREBY CERllFY THAT THIS AS-BUILT SURVEY OF IRON BRIDGE P.U.D~PHASE 2 Rd'AESENTS AN ACTUAL SURVEY MADE ON THE OROl.K> IN ACCORDANCE WITH TtE LAWS OF THE STATE OF COLORADO UNDER MY DIRECT SUPERVISION ON OCTOBER 2008 IN TtE STATE OF COLORADO. GRAPHIC SCALE 10 w ~ w ~--'-lllliillii~I ~~~I "<" •• I I ,, ( IN FEET ) 1 inch = 20 ft. ,!' J' ,, ' )) Jf: " _____ Jc_ I ,- L __ J UWNBRIDGE P.U.D. hEYM,\P [!'. z i;: z Qo r-.. w !;(<l 00 a oil'i (l) o G:O -jl'. j=-l r W oO N::; z 0 Nz ,_le ()) -1-0 . 0 :Jo: 0 0 j::W 0 tJ :ii-00 0 :lz . w ...:.. "1 <(D "' 0 IO ci z - • u z - 0 0 u C2 _J 0 _J _J .o IU u . z~ <( z a::: ::i wo (J) u 00 a::: _J !]) w _J -LL ~ el t'll --g 0 0 ~ i - PROJECT NO. 2051019.00 MU4 I I \ \ '• / II / / / I I I j 22.5' BEND • • ' 01 i'·-._ ~ l\) '•, •., / / ; / / j / I I / / ----'"'~.4~~----,·-· --~ 2S ~-...... _ --- -" ·-- ---·-----"---·------- . ··~ '·-. / / {"\,) '· CJ ·,,,_ ,! I ,/ ,! / i ,• I / / / / • ,. " I 22.5' ·~END I FIRE HYDRANT #2 (PHASE 3A) N 14465.40 E 16001.41 HYDRANT GATE VALVE \ 45' j3END \ ,/ (PHASE 3A)-/~/~._'!'.S... N 14655. 16 E 15821.44 I .. --- ,, ., { \~-' C~)--, i \ \ I ' \ . • / / \ \ I \. l, '· \\ ~'·, .. \'· / / / \ 57.7' \ \, • \ \ \ \ \ " / \ \ \ \ \ \. \ \ \ ' • \ \ •, ' \ \ \ ,\ ,\ \ \ \ / \ r0 -·I\ \ \ \ ,; FIRE HYO.RANT #1 N 14465.4Q E 16001.41 (PHASE 3A) 1CX: GATE VALVE IJ i "3S6.B654 N 14~9.8629 E 16067.7143 \., l}'r--- I I \ \ ' \ \ \ ' \ \ (\J CJJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVO 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING INC. GRAPHIC SCALE 20 0 10 20 40 80 I -~·m;;;;.';Jljl-l-1 --1----1 ( IN FEET ) 1 inch ~ 20 It. i r lRONBElDGE P.ll.D . ... -.i KEYMAP i]j z ~ Qo I' w !;(D (]() O u~ Ol o G:O -~ -_J w t;o c\J =< zU Nz >-"-0) -!-0 I 0 :JO'. 0 0 -w 0" l-"' ::il-(]() 0 :J iii . . U _ .. <( "' U IO z 0 Ul ~ ~ 0:: w ::;; ::;; 0 u 0 IJ) ~ 0:: (J) w 0 !:( ~ 0 ~ 0 ci z - • u z - 0 0 l) ~ .J 0 .J ..J .o J: l) l) . z /: <( z 0:: ::l wo (I) u 00 0:: .J Ill w .J -IL ~ l9 -0 Oii 0 0 ll'. 0 PROJECT NO. 2051019.00 MUS IRONBRIDGE P.U.D. AS~BUIL T SANITARY SEWER PLAN AND PROFILE SHEETS -- --~-- -~, / r- r • r -1 I t:ttiE~li1rn. ·-. ·-·p-• :-~-~ P.O.. ~--"--- r-I -_J L .. -.I I '--. J ! /------ i I ' I I ' '-- l ---_, .. 1 NOTI; 1. ALL WATER AND SEWER LINES INSTALLED ABOVE THE ROBERTSON DITCH SHALL HAVE MEGA-LUG, OR APPROVED EQUAL, JOINT RESTRAINTS INSTALLED FOR ALL PIPE JOINTS AND FITTINGS. 2. OVER-EXCAVATION IS REQUIRED FOR UTILITIES SHOWN ABOVE THE ROBERTSON DITCH. 3. ALL SANITARY SEWER SERVICES TO BE 4" PVC SDR-35 UNLESS OTHERWISE SPECIFIED. --I ! ' ' I r ' ,' I _J i r / / / / / / / / / / ,/ _( --- - - I ' ' ·-. ---------- Drawing Prepared By: I i I I I I ENGINEER: HIGH COUNTRY ENGINEERING. INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 1, FRANK HARRINGTON A FtEOISTERED LAND SURVEYOR IN THE STATE OF LORAOO, 00 HEREBY CERTFY THAT THIS AS-BUILT SURVEY OF IRONBRIDGE P.U.D~PHASE 2 REl'RE8ENTS AN ACTUAL Sl.F!VEY MADE ON THE ClROUND IN ACCORDANCE WITii Tl-E LAWS OF THE STATE OF COLORADO UNOER MY DIRECT SUPERVISION ON OCTOBER 2008 IN THE STATE OF COLORADO. --- :JIJ.aNfJV'Jt GRAPHIC SCALE 200 0 100 200 400 800 Lil -J//l·~•c1111m-l-l--1----1 ( IN FEET ) I inch -200 ft. PROJECT DATA: BENCH MARK: uses BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. ----uL--- ----C:TC---- ----G--- ---10"\/--- ---8"';/---- ------ss ---- ---6"F,,___ __ ---4"fl+----- ---IO"\J--- ---8"\J--- ---8"Ur--- ---4''TI""I--- -----GETC --- !@ ' ' LEGEND ASPHALT GRAVEL ROAD EXISTING ASPHALT EXISTING BOUNDARY LINE EASEMENT EXISTING EASEMENT ROW STORM DRAIN PIPE PROPERTY LINE UNDERDRAIN EXISTING BURIED ELECTRIC, TELEPHONE AND CABLE TV EXISTING BURIED GAS LINE EXISTING 1 O" WATER LINE EXISTING 8" WATER LINE EXISTING SEWER LINE EXISTING 6" FORCE MAIN SEWER EXISTING 4" FORCE MAIN SEWER ASBUIL T 1 O" WATER LINE ASBUILT 8" WATER LINE ASBUILT 8" SANITARY SEWER ASBUILT 4" FORCE MAIN SEWER GAS, ELECTRIC, TELEPHONE AND CABLE TV ASBUILT AIR VAC VALVE UTILITY CONDUIT EXISTING FIRE HYDRANT ASBUIL T FIRE HYDRANT EXISITNG WATER VALVE ASBUILT WATER VALVE EXISTING SEWER MANHOLE ASBUIL T SEWER MANHOLE ASBUIL T FORCE MAIN CLEANOUT ASBUIL T LATERAL CLEANOUT EXISTING FORCE MAIN CLEANOUT ELECTRIC PEDESTAL TELEPHONE PEDESTAL [ii z > Qo I' t5 !<!ii 00 0 uo: "' 0 -o v, 0: lL -,_ i=..J J w oO N :> zU Nz ,_tL Ol -,_o _,_ o :Jn:: u 0 -w 0" ,_ \0 :i 1--"" 0 ..J z ,,., . w ... ~u -f'J u II) (lJ w 0 ~ ~ Cl ~ 0 ci z - ~ ro ~ N 6 PROJECT NO. 2051019.00 PPSSO I ' \ \ 204 203 ' \ ___ --- \ ' ' \ 202 .~ ---- 201 \ 197 II' I . I\, \ £. -11, \1 I i \\1 \\ \ \ \'\I •\ \1\ \11 I I~ 1,\ I 1.1. 1 88.6' \ 193 ' I \ \ \ I ----t I I ' GETC CONDUIT .,,-.. ~,.,, 5970 5960 5950 "' "' "' .N ... "' ,... . "' -,... "'r-"' "'iR "' 8+99,91 / I I ~" . "' "' . "'0 "' ,... "' "' "' 8+00 I I I 'v 210' ! 208 / 226 /. / 225 209 CENTERLINE PLAN --!----------·---_____ _j ___ _ 8"WA TER MAIN STA: 5;1-85.62t------. TOP ELEV: 5971.79 6" Y£LLO"Mi1NE: PVC / RIVER BEND WAY/RED • SANITARY SEWER STA: 1+00 TO 8+99.91 GETC C:ONDUIT STA: 5;t33.62 I 18" STORI~ SEWER TA: 5+56.07 TOP ELEV\ 5973.10 ' I I ., -- T I RADE @ C~NTERLINE ---------------1-- 36" IRRIGATION STA: 1+91.99 -:--f5p·--ELEV: ___ 59tf2:76-- I 18" STOR~ SEWER 1 TOP ELEV: p964.76 ; STA: 4+93.3~: . -'' '""'"' .. , -.i. .... ·------------_, --- ' 'ii. i I I i 8" WA TERj MAIN STA; 1+'88.34 TOP ELEV: 5S58.55 ! CENTERLINE! PROFILE ! I I RIVER BEND WAY /RED BLUFF VISTA : STA: 1'+00 TQ 8+99!.91 : SCALE: . -aoR i"±=50' I VERT 1 1' -5' I ""'' "'0 "' ;;; "'"' \{} ... .,o ,... ,... ": ::; "'0 "',... ,... "' . "' c-.i --; .. . "' iO """: . "' . \{} • Ol .0 .N ~.,; -"' ,... . .... .,; ..., . ~ oci _., "'"' "" . "'"' ,...,... ,... "' ,...-"'0 "'"' "'"' 00"' "' "' Ol "' .... "' "' "' "' ~ ,... \{} "' "' "' "' "' "' Ol"' "' "' "''" "'iR "':1l "' "' "'m \{} fR "' "' "':1l "' "' "' "' "' "'iR 7+00 5+00 5+00 4+00 3+00 BLUFF VISTA 5990 5980 .. GETd CONDUIT . STA' 1.•~0'\ --· --·-.. -- -i---.. 5960 "'0 "' "' "' .... ci ~ '° "'" "'..,. "' "' ... "' ... iR "' "' "' "' "' :1l 2+00 1+00 91 / \. . • / ---- I ' \ GRAPHIC SCALE 50 0 Z5 so 100 200 lm;:.;;m.;••-;;.ml-1-lliiliiiiilmiill ~~~~I ( IN FEET ) 1 inch = 50 fl Drawing Prepared By: PROJECT DATA: BENCH MARK1 USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. ENGINEER: HIGH COUNTRY ENGINEERING INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 IRONBIUDGE P.U.D. mnlAP a: w z ~ Oo I'-w ~o 00 o u~ mo ii:O _.. o:: 55 c\J~ zU Nz >-le CJ) -t-0 I 0 :Ja: 0 0 -w 0" I-"' :ii-mo .Jz ..,.. . -'uw -"' " "' u I!) ci z • 0 z - 8 u~ -1 0 -1 -1 .o :I 0 u . z ?: <( z 0::: :J wo (/) u 00 0::: ..J ro w ..J -l.L ~ (.9 --g 0 0 a: 0 PROJECT NO. 2051019.00 PPSSi I I I I --~PJC --_ I / ; ! I / , .r 182 I / • .. 184 ' 53.Bg' 1 \ \ 185 193 192 / ' 'J -. --- ----- 189 14.7·· 1 __ _ 174 175 I / I I / 191 / / / _/ / / ,l,// \,';/ / \ / / <, \ \_ \ \ . $· ,\ \\\ \I ' \ \ \ \\1 I ' _'\ , ... -· .· ' . -- ~----... 190 / / "'•\£~\ ' \ \ \ 1_ \ \ 173 \\\ \ \ ' \ \ I ' \ . ' I ~ e--- -• \_. ------- ___ j \ I CENTERLINE PLAN BENT GRASS DRIVE g "' m m ,. J!'.1_ ...... ······-·---··-····-· ··········-....... . 6000 ................. . 5990 ..... , ... ---······· ···+·· .. 5980 ' -------_.,._________ -+-------~- ! --------_..__ SANITARY SEWER STA: 1+00 TO 7+93.53 [ ___ _ RADE @ C~NTERLINE i \ ' •-'"-•J~-•--·o•> "'"-·--.-•••·-'" _J __ ' ' I l--"-· -'""-~'"'"'• ! ! ! I -~ 6010 ------- 1 l ···· ········ ·· ····· -I 6000 I ,_ ______ ----··· . --·-~ 'U)b ~ -Ui ,... . .-_,... ,... "' :i: ' 6;5 . <:?:>>!--:z: z ::i . _., .]'Q;;.,.,... . .,..,. (.) 18" STORM; SEWER STA: )1+6.04 TOP ELEV: 5973.07 "'<> "" ''""" -~--,,_._,., __ ...... " l .. , ·--·----"'" ~· ---~-· . +-·-----··--·-·-·--... ----· 5980 18" STORM SEW/:R qENTERLINE PRIOFILE · iBEN'Il GRAS S---····Il-R-1¥-EL .... · STA: 1+19.i!41 INV ELEV: 5972.:42 ................. ·r--·---......... . 5970 i-i ----( ·········-··--.---· ---- ' ! ! ~ _,_ ....... -·--" -·-· -. SAN'IT ARY SEWER STA: i 1 +00 TO 7+83.53 : l ····scA:LE:··-·····r·········--·· I HOR 1 "-50' I ! 1"-5' l ' f . "'""""' •. , .............. ··--··-;-·------- \ 1osl ··"9 (f' .......... 8.'.' •• 'Pi'. -~ 't ............... .. «c<a ••. ''"1il\lc- ' "'vc ...... ~•-•<>"'"""' ...... _,_, ________ ,_ -t---.. ··· _, __ ,_ --· ~-!""" I _,' "-·~··1 ! I 5970 \ • \ ! ;--~~~-+~~~~~+-~~~~-r~~~~~...-~~~~-r~~~~~..--~~~~-;-~~~~~;--~~~~-i-~~~~-,,-~~~~-,-~~~~--j~~~~~-,-~~~~-..,'DATUME.LEV 5955.00 7+93.53 7+00 6+00 "'0 '., ., . 0., o'° "'"' "' 5+00 4+00 .,.o .00 o· "'" "' ,._ "'"' "' 3+00 2+00 HOO I -I GRAPHIC SCALE I .50 0 25 50 100 200 ·25 r~-~-~-~-~~I ~I --1----1 .. Drawing Prepared By: ( IN FEET ) 1 inch ~ 50 ft. ENGINEER: HIGH COUNTRY ENGINEERING INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 I, FRANK HARRINGTON A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTFY THAT THS AS-BIJLT SURVEY OF IRON BRIDGE P.U.D.~PHASE 2 REPRESENTS AN ACTUAL SURVEY MADE ON THE GROUJID IN ACCOFDANCE WITH THE LAWS OF THE STATE OF COLORADO UNDER MY DFIECT SUPERVISION ON OCTOBER 2008 IN THE STATE OF COLORADO. PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE . i IRONBRIDGB P.U.D. KIMUP 0: w z > Qo 1' fii i;;:o 00 o u~ mo iLO -e; j::.J I UJ oO N:;: zU Nz >-"' OJ -1-0 1 0 :Jo: 0 0 j::W 0 ~ :o~ Cf) 0 :J w • ' U -"' "' "' U IO ci z - • 0 z - 0 0 o~ ...J 0 ...J ...J .o :r: t) 0 . z f'.: <( z 0:: :i wo (fJ t) 00 0:: ...J ro w ...J -ll.. ~ --2 8 ~ hi !:; Q PROJECT NO. 2051019.00 PPSS2 -. I 210 ~ ~", '-., '·. ''-..... ·,, 5990 5980 l 5970 .,. 0 ,0 o· ., 0 "' ., "' :1l 1+00 ~\ <),· ' <01 ', ' ,_ 191 192 "' oci O'.l 193 ,! ---·-·- 197 ·,_ -.- i \ \ I ! 196 I .. • \__ --.----- \ \, \ / 1 7 ', ~ ' \ t ! \'\·· 195 I \ I \" • • -. I '· \ \_ - I \ / \. CENTERLINE PLAN RED BLUFF VISTA ' . ! . i .. I. --1 ··-1 -. 2+00 SANITARY SEWER STA: 1 +00 TO 5+54.39 18" STolRM SEWER • -STA!"-3+'0f:0~" ! INV ELEV: 5976.91 '\ 11 11 : ~ ~ ~ r~llow;;,1\/£ Pvc . l 5 5 "-0. ! I ' 8" WA 1ER MAIN STA: ;3+01.04 TOf'. ELEV: .!597.6.52 ' . ' 3+00 -------]' ! ·i---- 4+00 ' -----1-- • ' • i I RADE @ CENTERLINE i 5+00 CETERLINE PROFILE PINY ON COURT SANITARY SEWER STA: 1 +00 TO 5+54.39 SCALE: HOR 1 "-50' VERT 1 "-5' / / ~ b N "' ~ "' : "' i N . .,. i o; ! c» ·b :.coin 01 . "' -~..t ' ~ .... ~~ §* v:i;:':~>~ Q;l a::~() 5990 i ! • I ! ! I i ' : i 5970 i ! I 5960 0 ~ 5 0 0 0 .,, .,, 5+54.39 -.. 184 183 r. ·-1 GRAPHIC SCALE • 0 ~ • -~ l~-~-~~~-1 -llliiiliii~I ~~~~I ( IN FEET ) 1 inch ~ 50 It. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING. INC. PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVO 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 i N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. :JIJ2NOY:R lRONBRIDGB P.U.D. KEYJ4AP O'. "' z > z Qo r--"' !;(~ (!) D uo: ~ 0 -o v, 0: lL -1-i=....l • w oo N:;; zU Nz >-"-(j) -J-0 I Q :Ja: 0 0 -w 0" I-"' ::i'"" 00 0 ..J z . w ' " <tu ..-Ct) u I() 0 z • u z - 0 0 () ~ ....I 0 ....I ..J .o I 0 () . z (: <( z O:'. :J LL! 0 (/) () 00 O:'. ....I m w ..J -Lt.. ~ --g 8 ft 0 PROJECT NO. 205H.>19.00 PPSS3 : I 1 .. I L __ . - 225 IBSSMH-10 STA 1+00 N 10942.9561 E 16336.086 I 226 I I I I I ' I L --- I I I I i , : I I '1 I c , L ! 211 .L .. -- ' I '212 \ 213 WAY I · I I I ., ' I 227 !\1• 228 1,1 1 1 I I ' I i i \~' 'i I IBSSMH~1\1 ! 229 Iii STA 3+35.8~ I i I i N 11101.9ij1.J 1 , E 16164.09f'l I I·, 230 :11 231 e32 I I \ 1 I I '. 1, I ii ·l~ _ _J ~-----__ ;\:~--~ \ -------\ \ _: i L _ I '.L_ J I i I L.. --·-· -_, --·--. __ .... t _____ L --------___ ___J __ ---"- --" 214 I. I I 1 1\£33 ; i I ! \ I \ l i I I 1_ _J \ I. I i I I , I ' 215 235 i ' ! i / i , ' • i 219 • I / i / / ! :' / I / ' ' / / I / ,220 I /236 I I ,~ifi:1r / / ' I I ' ' I /237 / I ' J 1 .' I ' I ' ,· // ___ ) /' ,: I ! / i '. 221 /238 I I _i ; I , IBSSMIY~13 STA ;+.s1.92 N 11417 4.~693 E 15,9947.8482 I/; 239 i • I / / './ ' I 1222 . . I / / I ' ' / I . I I 240 ' ,/ / I I / ! / / ·/,/ !/, / / ·- ·~· / l_ / -·-- I I 223 241 CENTERLINE PLAN RIVER BEND WAY SANITARY SEWER STA: 1+00 TO 13+00 "'\' •··. ------------.. 5980 5970 5960 5950 ! 5940 ' ! I 1+00 ' -l-- i -----1- I . - 234.:ls LF 236 :L.F. -----'-- ---~ ! -'-- I 6" D.l!P. WATERLINE I iSTA: 3+19.3n, · TOP IE .. LEV' -5914,H· 1 .. -·· ... I I : i @0.46% -@9.§f)J( ! : ! j -!- I i YELL \\MINE . --------------------+---------· ----~ ·--·-·-+-- ' I t ·· JA\-$1aIBJtlB~~1f- : Drawing i Prepare~ By: ! ' . ' . I ' -l-... -ENGl~EER:. ·----~-- ----··· ,., .. --. ·+·-... .--·-----.. -···-+· i .1 i [RADE ! CENTERLINE ' ' I I -t---"'-·· -···-----·----~-----·--·-·· -l ---·;-------.----_________ ,. i-· .. ·-·--------··· •• ·--.. --.!. .... l 200.6J LF -we L.F.- i --""·-----.. -------·~ .. ---· I I ' ' B" YEL~OWM!NE -~···- ' ' l ...... 1 ..... -·-, ... I , ! HIGH) COUNTRY ENGINEERING. INC. I 1517 BLA~E AVE. SUITE 101 GLiENWOOO SPRINGS, COLOR!ADO 86106 --, ....... '('97~)945;;;:8676)'-· -f I I I i i ---·---·----··---·--~--·-(-- i ------} I 261.24 lF '262 bl'~ ., I --+- , I 1 • I ---I- 00.34% @9.58% I I ---]._ __ I I ---· ---+-- ' __ , --- j I --' ____ _. ----.-' --. l. ~ ... ,, "'.,, ~...t "'"' "'"' """ . _____ :_ ' 24" STORM SEWER STA; 9+11.6~ INV ELEV:: 5969.50 ....... !~ L_ ' ·+-·-.. -- 1 I L_ __ . I CENTftRLIN]E-PRiOFILE ... RIV[ER .. BiEND [WAY i : I SANiiTARYI SEWER i I _i . i -· -· ·t --· ----. ---. ····--"'' _,. ... ! I i ;------------------. ---.. --.,_ ··----i --_____ ,. __ .... _, _____ ! !'-------.. .. .. i--i ; ; ; i . I ! . ! ' i I ' i ' : ' i ! ' I 1 ' ! ; i ; I ! i ! ' j ! I I i i I i : ! ' ' ' I ... !.ST.A:.(1± .. 00 .... 'ir0 .. 13±f00_ I ---- SCAljE: · 1 i !HOR 1 ''.-50' I --.lvERT 1"~5' ' ' I J i ---I ------------·---_J __ _ "' ':f ... ro ... "' I()"' ,.., "' "l "' ~~ ... !!I' N"' "'"' "" ~ "' ~ "' :3 ... :g 0 "' """' ;:: "' ,..-)~ N "' ., .0 ,,.., ;'.! ... ,.,, .o "' ., "' .,; r2 .,; r2 .; "' .; .; ,,., . r2 ... "' .; .. "' ., ,.., ., "' ., ,.., ,.., ,.., ,.., ,.., "' ,.., ,.., ""' ~ ,.., ,.., ,.., ,.., t;; ill "' :;.: :g "' "' "' "' :;.: "' :;.: "' "' "' "' "' "'.,, "' <O ill "' :;.: "' :;.: "' :;.: "' ill :g "' :;.: "' "' I() "' "' "' "' ill "' :;.: "':;.: "' :;.: "' :;.: :;.: :;.: I() :;.: "' "' "' "' "' "' "' 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 I . ' / i ' I i / . ' . i I ! ,i /, -., ' ' I I ! -~ -~-- 0 R :;.: fa" I I I i i I . ! I j I :;i "' "' "' "' YELLOWMINE I ~~ ,.., ~ t;; "' "' "' 243 I / . I ' ,//I ,/ // ; l/ 244 ,"/.1 '• / I / - , J I v / ' / / ./ •, I T ' --· -L ! ,:' / ··r ........ ------. i 310.35 LF d13 L.F. i --····-·--··--1 ---------·--.. ----··----")" ·---:~-- ! I i I --: 8 ii) c-4 "' "' "':fl I i ·--- i · i I i !--- i .. i i I i ! I I """ "" O• oo- "' "' "':;.: 10+00 11+00 ·, IBSSMtj-14 STA 10+.)0.30 N 11669.~69 E 15812.656'3'. 245 i -I- ----·r·------- 1 I ·--+-·-, ·- ! I I l ! ' "'"' .N 05...: "' "' "' "' "' 246 /'-.._J "" ,.L'> ' y \:g-., ,. ""...~ .. --· . ' ..... .. 5990 I : ' ---1 ! i . -~----.. --... ____ ,_ _____ ,, __ +----.. --.. ~ 1- -!- I ' '----------~ i ----· ---.. ----·· ·-r i I I --······-· ·5980 I 5970 l ! -1 ------.. i.I; I @o.68% ! -@0.75% . -----------i-- i i ! t I . I i ,,.,o . "' OCi 0 "' "' "':;.: 12+00 , YELLOWMINE OlJ I -5960 -.. .. . -.. . .. . .... l.. 5950 I ~ .............. 1 ! -.\. i ·5940 I I ! I ~ "' "'"' "' . 'C 0 -o ~ "'"' "' "' "' "' :ll "' "' 13+00 L() (FJ en CL CL f-- i_LJ "JJ I (./1 0 T (_J ·-' <t ' ' ' 50 ~ i GRAPHIC SCALE 0 25 ~ 100 -~1111111111 I I ( IN FEET ) I inch = 50 ft. 200 I IRONBRIDGB P.U.D. KlMUP ci z - • u z - C> z -It I.LI I.LI z -C> z I.LI ~ .. z :::> 0 0 :r.:: C> -:c -00 8 PROJECT NO. 2051019.00 PPSS4 , I / / . / I / • /, ·'21~ ./ / / / / / / 248 65,99 LF 64 LF YELLOWMINE / 83.94 LF ...... 7 -filHoF 8'./YELLOWMINE -<----·----- -·-----------, IBSSMH-117 / STA 15+87.52 1. .. / / / .. I N 1224P.413B I E 157~9.5233 , IBSSMH-18 IBSSMH-16 I STA 16+75.34 STA 15+23.39 f / N 12305.388 N 12177.1114 J 'E 15822.6673 .. ·\,' E 15750.8876 • / 121,70 LF 249 /// 122 lF 1 \ ' 8" YELLOWMINE ',, ~:-\_~·,, / '\ \ \ /./ _,/ .\ \ \_/ ' \ / i • .. 79B I I I / I -"._/ I ll • • • . i ----~-. • /\ IB5SMH-19 ! STA ;7+96.96 N 12366.1903 E Y5928.0943 / / I L I / I I I I I / I 1 8 St 0LrF IBSSMH-zou.iidllii'I /8" YELLOWMINE STA 18+83.61 I N 12438.2993 E 15979.2346 WAY ' ,, \\ i\ \\I' • \ .. / \ \ \ \ GRAPHIC SCALE 25 50 100 200 i I ! 82 / ~---------- . ---- CENTERLINE PLAN RIVER BANK LANE ~~ENTERLINE PLAN RIVER BEND ,)y SANITARY SEWER STA: 13+00 TO 19+00 SEWER SANITARY _______ .. 1 -1-~1~~~~1 STA: 19+00 TO 25+78.62 Ti.I ~~~__J··· -,--- RADE @ (;ENTERLINE I!! .. J .,. "' ;; "' :1l "' ill 13+00 ,201.11 LF : 299 L.F;- "'"' N iq "' "' '""' "'Ol "' ! ..,. N -"' "' Ol "' "' ill 14+00 --i--- ' RIVER ' i ----. I ' i ! O> Ol "" N <D .N 0 :Ii " . ., " :ii Ol "' "' "'Ol "' "'"' 15+00 36" CULVERT 11' siA: 17+63.09 I INV ~LEV:5956.18 ! I ' ' ' ' ' I ' 36" STORM! SEWER STA: 18't-96.5 INV ELEV: 5945.63 "'a . ~:to ....._~<!" ·. ~S9, "'~ 4" C900 : FORCE MAIN STA: 19+52.3 TDP Eti:\l: --5S46:5Y---·--- 36" STORM SEWER STA:' 19+66,8 INV ELEV: 5941.85 i ·SANITARY SEWER i--H. HU H H ' ' I - - -I ! I ""'. ~ "' . " " """ "' :1l STA: 13+00! TO 2~+78.6~ I I I SCALE: i ; ..... HOR f '1":_::_5oj . VERT 1 "-5'! ' i I ' ! ! ' "1 "' " "' "'N "' "" . " . " :Ii N' "' . N c-i ""' "' ..,. l!l """ "'"' "' "' "' :ii "' :ii "' Ol "' "' 16+00 17+00 ---·' . - ' I \:.: ., "' "'"' "' "' ...: ~ "" . "' ~ "' . " . "' "' ;J; ~ "'..,. "' ..,. "'"' "' :ii "' 0) "' "' "' "' 18+00 19+00 I 1-- ' Ol"' ,...:~ .... "' Ol "' "' ( IN FEET ) ! inch = 50 It. ' --- @J, 0% B" SOR I "' "' ,,; "' "' "' 20+00 233. ;!3 LF -391 tL,r.;.... :;;: "' "' "' "' ! ! ~ .; "' "' "' 21+00 ------i- i ~$Cj ~[JJ~ [L1f , , I . Drawij"lg Prepa~ed By: I ENGINEER: HIGH COUNTRY ENGINEERING --, .. ---:- 1 4" C900 F~RCE MAIN ' ,rSTA: 21+35.92 ,/ TOP ELEV: :5938.51 ·7 r .. @1.2J%( I -@I.Jg~ , 10" D.l.P.'WATER MAIN -·r·-1 .. ······ TA: 22+69.75 ;.! TOP ELEV] 5937.28 ! ! ' ' ' ' I ' 8" SOR I ! :INC. 5980 5970 5960 '~ : "' . -:-~--- 2$4,54 LF i -~ .. . t::::::::::::::··~·-~~·E::=~::· =· =· ··=-=· ··=--:i'=·=-=-·= .. =-··=---:.'.:!!l~-1:!: ~EJ~i:,,:.._.,:·__::__:_-+.:::_.:::____:~a:" ~!L:...::==J --:- ' -.; "' Ol "' i : 'i I "' .. "' "' "' "' 22+00 ' ' ' i "' "' -..; ~ ,.., "' m "' 23+00 i : ;;; "' 5 " 0 "' "' "! ::i c-i c-i ;;; ;;; ..., "' "' "' "' "' "' "' "' "' "' "' 24+00 25+00 - -·---- LIFT STATION IBSSMH-LIFT STATION STA 25+78.62 5950 5940 ; 5930 ... ··. I l!RONBRIDGB P.U.D. IJMW' PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVO 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION il, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF i SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. i ! 26+00 ffi z ~ Qo r--w f-0 00 0 <'.<: 0 Ull'.~ -o v, ll'. LL -f-j::..J I W oO N:; zU Nz ,_LL 0) -J-0 I Q :JO'. 0 0 §~ 0 :0 .z 00 9 ~w , -'u -" <: "' u lO z 0 ijj ~ ~ 0:: w :?: :?: 0 u Cl (J) ~ 0:: ro w 0 !;( :;;: 0 ~ ci z • u z -.. ~ z -~ w f.LI z -~ z w ~ 1-z :::> 0 u ::c ~ -::c 0 0 0 () ~ ..Jg ~o :r () () . z~ <( z O:'. ::i wo U) () 00 0:: ..J CD W ..J -LI.. ~ Cl re 0 PROJECT NO. 2051019.00 PPSS5 / ------1 I I I I 79A I I I I I 78 77 ·I ____ _ .. ··------------_--!_ ' I I IBSSMH-124 SliA 1+0\l N p550.f!127 E 15983. \823 I I, 80 81 I I \ .,. .. ci " N <:J ~ "' . °' . 0 I + t--• :i: :> ,,,_ 0 ~~:?:>5 !EV)&:~() 5950 ~ - 5940' 5930' 5920 .. 5910 6" 0.1.P. WATER MAIN . ---STA: 1+18.51 I t"'"_ -----TOR-ELEV: 5945.491 ' \ I 1+00 2+00 RADE @ CENTERLINE STA: i 3+59.70 INV E)_EV: 5936. 76 ' ' 18" STO~M SEWER STA; 6+01.7 TOP EtEV! 5974;33--- ' ' . INSULATE SANITARY SEWER• LINE FROM STA: ~+45 TO STA: ~+ 74 BACKFlll Will BE ACHlEVED BY FLOWFlll 3+00 i _i ·-<-- - -;--- 4+00 ~/----- / r - I I I I I I I I I I 76 4" FORCEMAIN !MANHOLE 70 L ------· ------.. 289.59 LF JBQ_bS,-- '. ' r- 1 I I I I I I I I 75 4" FORCEMAJN I MANHOLE I ---- . J l r I : I I I I I I I 74 --·-- ---I I I I I I I I I I ··-- --·---.. _I ------- ---------. ------ ;--- 1 l~SSMH-26 STA 7+88.69 1fl236.3784 046.7106 73 l I I I I I I --. ----- I I I ! ·---·- I I _ ~· ~~i'.[M~IN_ _ ----··-· l -, ··-··-1- 1 J/ ______ --- - ---... --- ---.. -, I I I 1_ I 69 i I I I l 68 CENTERLINE PLAN RIVER BEND WAY SANITARY SEWER-NORTH STA: 1 +00 TO 12+50 --: ' ! --- 8' SOR --i----- ! ' ' . ' 401.so LF '"4QQ L.r, I I CENTERLINE :PROFILE . RIVER H BEND WAY ' ' ! ' ' ' - - - - _ _i_ - 5+00 SANITARY 'SEWE'R-NQRTH J STA: ~-... 6+00 i : I 1+00 TO 12+50i I·--$CALE: , ' HOR 1 "-50' VERT 1 "-5' r ------------------ 7+00 ' . ' 8+00 --i 9+00 72 I I ---- --·-.- 67 18" STORM SEWER i I I .I "' I I I I ' I I ' ·---·-,------------- ' STA: 10+91.0 1 TOP ELEV: 5945.42 8" WATER MAIN STA: 10+79.0~ TOP ELEV: 594~.42 TOP ELEV: 5943.041 ' ' ' 5960 5950 ' r ' . . . 5940 8" WATER MAIN STA: 12+24.3i OP ELEV: 5940.8~ ' - --------·----------------+--------------------!-- @1.04% . ,_ ' 10+00 11+00 ----i - +--· -------------- 127.JS LF 129 L.F. 12+00 ---5920 5910 GRAPHIC SCALE 50 0 25 50 100 200 ~--1-1-liliiililli-21 ~~~~I Drawing Prepared By: ( IN FEET ) 1 inch = 50 fl. ENGINEER: HIGH COUNTRY ENGINEERING. INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 I, FRANK HARRINGTON A FIEGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTFY THAT1HS AS-BUILT SUR\IEYOF IRONBRIDGE P.U.D.~PHSAE 2 AEPFIESENTS AN ACTUAL SURVEY MADE ON THE GROUND IN ACCORDANCE WITH THE LAWS OF THE STAlE OF COLORADO l.A'IDER MY DIAECT SUPER\llSION ON OCTOBER 2008 JN THE STATE OF COLORADO. I ·-,_/ !Ill r---1 (/) UJ o__ o__ llil I f-- W 1w I en 10 iii f- I • -·-u I Ill <.( I PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. I IRONBRIDGE P.U.D. XEYlW' w w 0 !;( ~ 0 N d ci z • 0 z -.. C) z -a:: w w z -CJ z w ~ .... z ::> 0 0 :c C) -:c 0 0 <( u 0::: ...J 0 ...J ..J -0 J: u u -z~ <( z 0::: ;:) LL! 0 U} u 00 0::: ..J Ill w ...J -lL ~ l9 0 00 0 0 -Ii) 0 0 PROJECT NO. 2051019.00 PPSS6 -· -·-------" -------- -----------·-- -----··· . I -~-1---- 1 I 272 273 --~· _ __,.--I 274 I I \ I 275 . / 278 285 372 LF 4'//C900 PVC. WT 11111 1i1i11 Iii!! MATCJ4~ T / 61 ,102 30' / / / '\, . '0"" / .~----.i.-/ IBSSMH-31 / STA 18+95.25· N 14329.59 .• E 1607Y,05 _ _j _ __. :-.. I !--· ""~~ 0) L I _,11 -~~I I I I -r --~-1 I I 1. I T"'""1 I \ I I I I I I 28 IBSSMH-27' STA 13+17.68 IBSSMH-28 IBSSMH-29 \STA 14+37.27 STA 15+70.87 IN 13881.39 N 14012.65 v>.\\ . 11 I II \ N 13762.63 I ----· -£ ·16ttl1,S8-- ! I, 5960 . . \~" ! \ ! I 5950 1· ' co (/) :Ill (/) ii ffitl,_,ETC COND.UIT TA: 12+50.29 . w s94o··!Vi·I ~U) 5930 5920 5910 .31 0 81 ~ () i!ll I- I<( ~ n"' . .,. :; (--.'. <» N "':ll ll"PVC ' '-- m-ci~ ....... "' "' "':ll 13+00 65 ---- I · 1 ... "' ..... o· ... "' O>"' "':ll @o.37% ~ , .. I ~~ "'"' "' "' "':ll I I I ' .. J B"PVC 14+00 1E 16115r33 .. ____ E-l'6l 3 1>.8!t ____ _ ! ,. IBSSMH-30 i I I ' ' STA 17+14.14 I I \ i \ I I I \ I '1 I I 1-- --'1-- r . "'"' .o r--"' ""' "'"' "' "' i I I I \ N 14157.80 • I I 1 \. '1~' ' . E 16127.93 ' I . 40~1 LF 4" ~900 P~C Iii ·1 !. • ··I"··. I 11 I, ! 6 3 11 "·.. '·l.. . I I . ;, · .. I ', ~, I"-, 64 I • 1 ' "· ··.t i '·. CENTERLINE\PL~N RIVE~ BENd whv · ... ": .. l··t. ···~~>'( .&ANITA~Y SEWER-NORTH \! ··1 .. ~//:~:xr/ t--- ' ' ' ' ;ci ~ ""' O> N "':ll 15+00 sr4: 12+soro21+so _____ .It ____ .1_ l-tt_~~-~-/t·· ! I 8"f'VC 1:uu.F. I @o.72% ~ 8"PVC 181.lt L.F. ···~···· ----; -- 4" C9Do: FORCE MAIN. STA: 1S+69.25 TO~' EWEV: 5928.47 · : i : ! ; 4li9.40% . I~ 8"PVC i SANIT~RY $EWER-NORtH , "'"' . "' N N .o "' . "' . "'"' "'.., "'"' "'"' "':ll "' :ll 16+00 $T8:Jg+.§QIQ_2J:t!.5Q ...... ,. S¢ALE: . "' -ui ~ "' ... "'"' "' :ll HOIR 1 "-50' VEffiT 1 "-5' ' ' --: N "' . .., ... "' "' "' :ll 17+00 ' ' ...,-"'"' iri "': . ... "' . "' "' "' ..., O> N "'N "' :ll "' :ll 18+00 I i ' ' o-..; !\/ "' "' O> N "' :ll I r I I ! 01"' ..... "' . "'"' O> N "' "' "' 19+00 I I ~--ii~~!Si~~~1.~~WER • INV 1ELEV: 5929.35 ; f'... 4" ,C900 FORCE M~IN "-STA: 19+18.26 · TO~ ELEV: 5927.9S I 189.25 L.t. ' r ~~ "1 N O> N "':ll .. ' @o.43% ,., "' .N "' . n N "'"' "':1l 20+00 / \ I . / a/'PVC r N-t<i~ n"' "'"' "' :ll I / / • / / !OJ L.F. ' "': :8 ..., . ...,- O> N "':ll 21+00 \ . \ 27 / / / .. -~, . I @o.39% @MQ% "' -. ..., "'..: "'"' 01 01 "' "' 5960 5950 5940 5930 5920 5910 GRAPHIC SCALE 100 ( IN FEET ) I inch = 50 !t. / ··• ~ (). PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVO 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. Drawing Prepared By: I ENGINEER: HIGH COUNTRY ENGINEERING. INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 moNBRIDGB P.U.D. DYllAP 5990 5980 5970 '. DATUM ELEV 5950.00 1+00 RADE @ C~NTERLINE 18"STORM SEWER ·--STA: .2¥35.Bl:L .. INV ELEV: 5973.55 ' ' I 8"WA TER MAINi STA: 2+46.641 TOP ELEV: 5972.671 2+00 2+61. CENTERLINE PROFILE PRIVATE DRIVE SANITARY SEWER STA: 1+00 TO END SCALE: HOR 1 "-50' VERT 1 "-5' 0: w z ~ Qo I' w 'i=2 ro 0 lJO: ~ 0 -o v, 0: !L -l-}::..1 I W oON:;: zll N z ,._LL (j) -f:.-0 J 0 :Jo: 0 0 -w 0" l-"' ::il-ro o ,_jz I < ..Jw -"1" <tlJ "' lJ "' z 0 Ui ~ ~ IX W ::;: ::;: 0 u Cl {j) E IX ro w 0 !;,: ~ Cl ~ 0 ci z • u z - 0: 0 PROJECT NO. 2051()19.00 PPSS7 I ._/ 5960 I s9so 5940 5930 5920 5910 I , I Ill ! i \ / Iii 1'- 101._: -Irr.: II l!!l L L I w I I ! '----- 8"Pvc ! \ ! / \ ! r-~ I • •, 252.69 l. F ~·- 22+00 / / / / I -!--- 23+00 / 36 I I / l I @0.45% ~ i -·--f ! ---. \ I \ I ' \ \ \ \ \ I, '·---\ I \ __ .------ 37 ----. "(,.--, ... • 312 LF 4" C900 PV I I s"F>vc 24+00 ---- ' -"---1 -- 1 ! i . ' \ ' \ ~--- ' I ' \ • ---1 ----I \ 39 38 \ ----· I 1 ·-·- I \ \ \ ',_ -- \ \ ~--- ------ 32 ,..· \ \ \ \ --- I I ' ·. \ \ ' . ----· - 31 \ \ \ IBSSMH-36 STA 27+97.38 N 15001.443.-·" E J5S35:ll828 23 ------- OVER FLOW HIGH WATER ""'" ------ IBSSMH-4·7 N 15014.98 E 15096.38 IBSSMH-LIFT STATION #2 N 15034.93 E 15122.56 4.0' ~ 2Nli PUMP ,. tST ~p 2' ~ SHUT OFf ALL \ \ -· -- LINE OUT 30 \ , \ IBSSMH-371 \sn 3b+33.22 /' 'N 1\512,2.8576 . SANITARY SEWER ~ 1 ~33~,0739 FORCE MAIN · \ CL.f:~NOUT-6 \ •" \ \ \ \ ·~ \ ' \ \ ' \ . \ \.. ~· ' I ' I \ I \ CENTERtINE PRoFirtE RIVER BEND WAY SANITARY SEWER-NORTH \ --1-. STAJ: , --' - ' RADE @ CENTERLINE Zl±ob TQ SCALE: 32±54.40 HOIR 1 "-50' I ; ' ; ' VEJRT 1 .. -::: ~-. ' ' 22 \ '. los.21 LF 1187 LF, @0.50% . 8'.PVC 25J. )6 LF --~····· -r-- ¢"PVC 25+00 26+00 27+00 --i 28+00 235.sp LF ~+- 29+00 @o.37% ~ -i j .• s"Pyc 30+00 \ \ \ . \ . \ \ \ \ 71..36 LF 'f!-bF,. \ \ / I ! / IBSSMH-39 ' STA 31+7N(.95 N 15148.t 98 E 15196.2361 ! I \ • \ • / • • ! 21 71.06 Lf 79 L.F; I /\ . \ ~@0.42 8"1'VC . --l ~ .27 31+00 GRAPHIC SCALE ~ 0 ~ ~ 100 ~ be·-1-1~1----1----1 i 5960 123.01 LF ! 79 b.F. ' ' ~ i'f2%'1 · 8"PVC i i I I ' 5950 5930 5910 32+00 32+54.40 ( IN FEET ) 1 inch = 50 ft. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING. INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. IRONBRIDGE P.U.D. onw> f5 z > z Qo I' w l-0 "' 0 <(<( "" 0 uo: 0) -o ll:i IL -1-}:..J I W 00 N::; zU (\J Z >-IL 0) - r-0 ' 0 :lo: 0 0 -w 0" I-<O :ii-"' 0 ...Jz VJ • ..Jw ,.;.. ...;r <(O t'l u "' 0 z - • u z -.. C> z -a:: LI.I LI.I z -C> z Ill ~ ~ :::> 0 0 :c C> -:c 0 0 u~ .J 0 .J .J .o :c u 0 . z r: <( z 0::: :J wo Cf) 0 00 a:: .J OJ w .J -LL. ~ l9 ~ Cl) Q Ol ~ PROJECT NO. 20f:H 019.00 PPS SS RADE @ CENTERLINE 5960 37 L.F. @ 2.003 'a"YE~~.9,MINE ! 5955 r---"-""--j 1+00 1+37.05 FL PIPE ELEVATION CENTERLINE PROFILE FOX RUN COURT SANITARY SEWER STA: 1+00 TO 1+37.05 SCALE: HOR i"-50' VERT 1 "~5' 30 '• ' 8"x6" FULL BODY WYE STA 3+81.77 ST A: 1 +00 TO 16+22. 17 5980 8" D.1.P WATERLIN STA: 2+ 75.44 TOP. ELEV: 5959. 75 IJ;, : ~/'.' 5seor,----:-:~ ........ ....:.i - -· ®.ts 56 L.F. ,· 6% 5950 @1.00% 8"YELLOWMINE Pye . 6" D.l.P i WATERLINE . 5 f. A:TJ.+1t£4v~. · i: : 5958.17 i : , 18" ADS-N12 1 72 STORM SEWER ' 18" ADS~N12 STORM SIOWER_fi STA: 5+83.39 lJ INV ELEV: 5960.68 ' ' -1· -1-- I ~· i 111+-,--;STA: 4+37,40 , ~ , INV ELEV:5956.71 If' . @O. :16 • r---1 202 J 6"; D.l.P WATE!RLINE STA: 6+03.72 TOP ELEV: 59p0.00 tYflLDWMJN~t.ifl.f-~ --. 1=~-=1 -1 ~{};£.m :ti8ff._ : 00.41%'@'h00%_ ' ~42.;i'~L?. ;,::::::::::::=::~~=======8~'~~==;i .".'.:'.~_J fYELLOWMINE PYC ~llO.tlJ% Y£LLOWM/N£ PVC 8"!ELLOWMINE pvq ' o(ffi@~llilT Drawing Pri"epared Sy: 5940. 1+00 2+00 ' I I \ I \ ENGINES:R: HIGH CIOUNTRY tNGINEERING, INC. ~ 517 BLAKE /\VE. SUITE 1 b1 -GLENWOOD SPRING,S, COCORADqr-S6106 . (970) \)45-8676 ! 3+00 4+00 .L-- 5+00 sfrA: 1+oo:to 1e+22.11 SCALE: HOR 1 "-50' VERT 1•·:5• ' ' 6+00 7+00 -. -_, \ l 18), ADS-N12 V ~~TORM SEWER STA: 7+68.75 \ \ INV ELEV: 5952.58 : -!---- 8+00 ---i- "' .. . o "' . "'"' O> ... "'~ \ ·, \ \. \ \ \ \ 9+00 I I 1--- 1 I 80.45 L.F. ·~- i!IG.§0%. <lli0.46% '8"SDR-35 10+00 --------- 275 274 ' ! ,:._. u v I l_ . \ i I I 1---~ --- ! IBSSMH..!52 2 9 3 STA 11-H74 N 1403S.6825 294 -, i c 292 \ \ \ I J7 I 7 I . 1ssislvi~5-J-------_ I / STA 12+44.47 ------, ' I ( N h 3968. 0166 E h 5970.5638 I I I '·-- 291 /------- 1 ; 290 i-L ___ -·---- 1 289 f -----I MATCH. TO PP$S6 ! r I 3' \ I L~- I I I I__ (--------------- / I I I I I I I \ I ------· --·------1 \ \ RAqE @ CENTERLINE . @0.-42%·-- ~ 11+00 ----------~ 8"SDR-1s \ ' -r-- 6" D.l.P : WATERLINE: .--J+---cSTA: 12+45-27 7~.94 L.F. "7E) bF ~ 8'!SDR-J5 ! _L 12+00 .40 TOP ELEV:i;952.26 I 189,Jz L F """-0 ::· . '"""""' I I 13+00 -+- JRONBRIDGB P.U.D. DYil.AP GRAPHIC SCALE 50 0 2:5 50 100 200 ILi•~·~-~·~1-1--1----1 ( JN FEET ) l inch = 50 ft. PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVO 1929. ~ASIS OF BEARINGS: FOR -THIS SURVE1 IS A BEARlt;'G Of: N liJ8'08'24 W, $ETWEEN THE SOUTHWEST' CORNER OF ,SECTION 1, 'A SLM BRASS CAP AND THE NORTH QUARTER COf1NER OF SECTION 12, io, SLM BRASS CAP. BOTH' FOUND IN f'\LACE.: ' ' ! 14+00 15+00 z -------Q ---' --- "' "' .... (/} 5970 5960 ·5950 5940 5930 16+00 Iii z ~ Qo r--w f-0 00 0 6ol Ol 0 ii:O -I' i=,..J ' w oO N:;: zU Nz ;.LL ()) -)-0 I 0 :Jo: 0 0 i=j" 0 lO :lz ro 0 ..Jw I < -'u -" <( "' u IQ ci z - • u z -"' rJ z -fX I.I.I w z -C) z ii.I ~ 1-z ::> 0 0 :t CJ -:t 0 0 u~ ...J 9 ~o :r: u u . z~ <( z D:'. :i wo Cf)u 00 D:'. ...J ill w ...J -lL ~ C9 ll:: 0 PROJECT NO. 2051019.00 PPSS9 CENTERLINE PLAN RECREATIONAL CENTER SANITARY SEWER SERVICE 5970 PUMP HOUSE FFE=5967.00' 5965 PUMP HOUSE FOUNDATION BOF=5962.17' 5960 STA: 1 +00 TO 3+81.77 ,,,,,,· .... ·~ 18"STORM SEWER STA: 1+68.51 INV ELEV: 5961.58 ''' ' 5970 I R~0E>SOOeSAm!ILINE OF PIPE @ CENTERUINE OF PIPE 5965 ; 5960 104 l.F', 5955 ! ' -· --''' ! 6" ,,.. ! 5955 4 L.F. l't:ltOWM1NE: ~___,, 174 LF, , 6" YELLOWMINE 6" 1 EXISITNG GRAD ROPOSED GRADE Yf(lOW/1.1/Nt @ CENTERpNE OF PIPE @ FLOWLINE :oF PIPE l~@~2~.0~0%~~~~::~~~~~~~~c;1~.a~2~z~~~~~~~::C~ 5950 5950 N <D 0 NO ,., "' -"' .n ..f~ . "' . '° . "' ,., . "' . .... <D <D"' <D"' <D"' ,.,- "' "' "' "'.., "' "' "' "' "' "' "' "' "' "' :1l "' :1l "' "' HOO 2+00 3+00 CENTERLINE PROFILE RECREATIONAL CENTER SANITARY SEWER SERVICE STA: 1 +00 TO 3+81.77 SCALE: HOR 1"-50' VERT 1 "-5' t i'l ~ GRAPHIC SCALE 50 0 20 "' 100 I ---I I I I ( IN FEET ) 1 inch = 50 It 200 I PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. Drawing Prepared By: ENGINEER: HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 (970) 945-8676 I !RONERIDGB P.U.D. DYKAP w 0: u u.1:3 w Zo:Oi= z > Qo r-. 15 ~Q(j:J o ·Z§ '"O aJ 0 .,w-O"° 0~ (J) 0 z <(O::Q:: iLO -~ -[l".4'.W j:: ..J ' ~<:>:Em oO N::. < ·W:?: zUNz 0QJ:W UJo'":E i=!L Q) -w::io::o 0 ' 0 :Jo:: 0 0 woOz i=J". 0 :;; z>-lL::i (i)wWO :::iz ro o ::>O:t(n: :Jw ~ 4: mO><:> .,u "' NIL<(O:: u "' .JWUW 0: .Jmi;)o 0 <'. z u :::i >-(!) Ill (!) ::;; z 0 Ui ~ ~ z IX w 2 2 0 () Cl ~ ll, IX ro w 0 " !;c '1" N Cl " 0 ci z ro s a: ~ 1i'. Q _J (j) ~ ~ ~ U) Q CJ) ~ ~ -g: ~ ~ lJ 0.. _, 0 0 ~ • !\I -0 -0 -Ill 0 -z fl() 00 0 0 -(.) (.) "' Qi' .Ill C) oo:r Ill Ill ~Ill z §~ f ~ -IX IJl Ill CJ lil ca I.LI :Zo Or-. I.LI !II l'I OS::t -~ ~~o z ~~ z I.! -11. l!.111. Cl -Ii. ., .J Ill i5 l? Ill ., 19..., u z Iii~ c;; i ...:-~ -111 w ~~ ~~ ~ ~o -~ f! Bil Ill -:i~ 0:: l!.l z !!I """ Cl~ wz ~o z (/) :c 13 o. l!J ll: ::> ~II. :z: :'.! 0 0:: ~ Ill 0 :z ;-.. --~ Ill :c -- C) -:c ~ Ill 0 I: z .J 0 ~ - l) C2 !l. II:! 0 ..J 0 !!! rt ..J ..J bl 0. .o :z: :c l) t9 II.I 0 l) . c (J ~ z >--~ <( I-rt! a:: z m :z: z w ::> z 0 (f) 0 -j 0 l) 0 !( a:: 0 a:: ill ll. al ..J -~ 0 0:: ..J l!:! Ill bl LL. II:: a:: !:i ~ <( t9 -:.::i m m ~ PROJECT NO. 2051019.00 PPSS9·A Drawing Prepared By: / / / ENGINEER: / / / / HIGH COUNTRY ENGINEERING INC. 1517 BLAKE AVE. SUITE 101 GLENWOOD SPRINGS, COLORADO 86106 {970) 945-8676 5990: OD .. ! I : 131.56 u-. @0.$8% I W-u:, ~ 5980 5970' ' ' 5960: DATUN ELEV 5955.00 ' "' . "' 0 "' " "' " <oi ., °' "' " ... .~ o· al N "'., "' :ll 8"YELLOWMINE PVC ----i - ~~ "' . OCJ -"'., "' :ll /' / // // CENTERLINE PLAN FOR SOU"fl:-I \11L~A.S SANITARY SEWER 255 ·, / STA: 1 +00 TO 3+79.65 AND 1 +00 TO 4+93.0S·· . /;/ 256 SCALE: .• HOR 1"-50' IBSSMH-56 STA 1+00 • N\13258.4575 /. E T!i672.1249 '-\. / . / \ ~ 6 m "' cri "' °' "' Io 1-, I+ ::> ::.~ 0 f:'.!~~>~ £1?(1)(2 ~() 5980 I ' ~· D.I. IP \ \ ... . WA TE-RUN£ - STA: 3it-41.15 TOP ELEV: 5984.25 INSULATE WATERLINE a•• :0.1.P WATERLINE STA: 3+~8.52 TOP ELEV: 5.9~4.29 . WA INE: . -,INSULATE WATERLINE'--.-.J.. ' i "' .. . .., .. . OCJ -m"' "' :ll 92.86 LF, '97--bE..' ~@O. 8% 8"YELLOWM/NE· PVC 51.17 L.F.~ @4.48%~ : B"YELLO~MINE Plf ' "'°' N°' .o ·-m· "' . "' -., 0 m"' O>"' .,., :ll "' :ll 0 cri ., O> "' I I ' "' ,... ., ,... O> "' 5970. 5960. DATUM ELEV 5940.00 0 "" cri "' "' "' 1+00 STA: 1 37,88 \. '"" " "' ... o· ,... "' "'"' "' :ll 1+00 2+00 HOO 259 i ~~ -N " "' """ "' "' i / / 18" ADS-N12 STORM SEWERi STA; 1+82.971 INV ELEV; 596~.27 "'0 .... ,... . "'0 m"' "' "' "' 2+00 / I \ ' I ·-I ' I i i [ I I ,I I ; f ! / I / i I ' . I ! I I I I I L.._ I I r------, . I I I ' I " I' i ·i 11 .. i I -------- RADE ~ CENTERLINE "' m N 01 .... . "' "' . "' . "' "' "'"' "' "' O>"' "' :ll <O OI "' 3+00 18" 1\DS-N12 STOR~ SEWE STA: 14+44.84 INV ELEl,j; 5963. 71 i -8"+ D.LP-1 WATERLINE I STA: 4+§7.55~ TOP ELEV: 59f 2.88 I I ' 8"YELLqWM/N£ P\lc . i ! --- i .. OD . "' "'" . " co • ..... "' ... "' "' O>"' "' "' "' :ll "' :ll 4+00 "l "' "' O> "' CENTERLINE PROFILES FOR SOUTH VILLAS WEST SANITARY SEWER CENTERLINE PROFILES FOR SOUTH VILLAS EAST SANITARY SEWER STA: 1+00 TO 3+79.65 SCALE: HOR 1 "-50' VERT 1 "-5' 1 +00 TO 4+93.08 SCALE: HOR 1 "-50' VERT i "-5' GRAPHIC SCALE 50 0 25 50 100 200 ~~~-fJil_~~~I ~I iiiiiiliiiliiiillil---1 I ( IN FEET ) I inch = 50 ft. PROJECT DATA: BENCH MARK: USGS BENCHMARK Q-158, ELEVATION = 5957.45' NAVD 1929. BASIS OF BEARINGS: FOR THIS SURVEY IS A BEARING OF N 88"08'24 W, BETWEEN THE SOUTHWEST CORNER OF SECTION 1 A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF • SECTION 12, A BLM BRASS CAP. BOTH FOUND IN PLACE. IRONBRIDGB P.U.D. KJMW> ll:: w z > Qo I'-~ ~o 00 o o~ mo i:i:O -e; -,,J w 50 c\J::. zO Nz """" ()) -J-0 I 0 :Jn:: 0 0 j::W Q ~ ::i ... (]() 0 ::l z ' , w _ .. <(O "' 0 I!) z 0 iii ~ ~ w 0:: ::;: ~ 0 u 0 tf) ~ lL 0:: co w 0 ~ ~ Cl ~ 0 ci z - 0 0 u~ ...J 0 ...J ...J .o I U l) -z j: <( z 0:: ;:) w 0 (f) () 00 0:: ...J ro w ...J -LL ~ Cl ~ PROJECT NO. 2051019.00 PPSS10