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HomeMy WebLinkAbout11.0 Construction DocumentsNEW ROAD END 12 13 24 BEAVER CREEK 1-7 BEAVER CREEK ROAD RE -AUGNMENT CONSTRUCTION DOCUMENTS FOR THE BEAVER CREEK ROAD IMPROVEMENTS (CR #317) GARFIELD COUNTY, COLORADO MATCH LIE THS SHEET 7 • EXITING ROAD Al. IF.MAENT 2 5 START NEW ROAD 18 19 30 T7S •-• SHEETNUMBER T8S 31 1. 2. 3. 4. 5. 6. 7. 8. 9. PROJECT LAYOUT SCALE: 1" = 1000' LIMITS OF THIS PROJECT = = 1171 7 2 5 11)CaLt0 TEPEE PAN( VICINITY MAP SHEET INDEX TITLE COVER SHEET BEAVER CREEK ROAD PLAN and PROFILE BEAVER CREEK ROAD PLAN and PROFILE BEAVER CREEK ROAD PLAN and PROFILE BEAVER CREEK ROAD PLAN and PROFILE BEAVER CREEK ROAD PLAN and PROFILE BEAVER CREEK ROAD RE -ALIGNMENT PLAN BEAVER CREEK ROAD RE -ALIGNMENT PLAN EROSION CONTROL - DETAIL SHEET SCALE: 1' 2000. STA 20+00 TO STA 50+00 STA. 50+00 TO STA 80+00 STA. 80+00 TO STA 110+00 STA. 110+00 TO STA. 140+00 STA. 140+00 TO ENID and PROFILE and PROFILE RIFLE WATER INTAKE ROAD IMPROVEMENTS' BY; OTHERS STA. 1+00 TO STA 28+00 STA. 28+00 TO BD HIGH COUNTRY ENGINEERING. INC CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 LIMITS OF THIS PROJECT 30 .... .. .... FLATIREN 115A Jima MI 11M1 Ima•area MATCH LIE 11-18 SHEET 29 INSTALL IIITV CMP (TYP.) APPROXIMATE inCRE SMNIN 1,179, 111,:;9, w . • . • :•••• •••1. • _._,..,t-v•Too 4., COAVP 47,2-00411.,. • .• 00•00 80+12 +340 6220 8200 O 160 03.0 0349C •••• 6DT-92 DOT 0/2•02 .67 RESTRICTED PULL OUT (TV.) SEE DETAIL SHEET 0 PIA STA . 22+66.11 48 ELEY 0244.43 - 4.03 K 11100 4026. ye -•4 O 160 8120] 8400 ------ MOO 9060 5044 0730 11030 7101 :MO 7140 FOTO P'1=tiv PULL CUT AREA (TYP.) SEE DETAIL SHEET 0 26.055. 68 0.EV e1e742 A.D. 9.96 X . 10.00 09.54X 56 60 .r # PM s-ro. - 21.2631 PIA ELEv 0151.25 A.D. • 4.36 K 1000 4164.56 ANS 0J:31..istallap 8.0 ipc4 PA 'PA 21,62,03 Pm ELEv 011136 +............4.-...... 3.2. . • • - .. •;. ...... ! : ? "• L 9 • • - Z. .... . --•• 10, .1.-• •Or := • .. 644 arr,,IA19.23-c-- 0,13. 1.-3,114 • X.P..10:13. 2 ..... .. ( ;,,.. 4S- : . .X• 2. ,...... . i .. i g .„.... .... i . . • .i........,.....4............:.. ..... „:. ....... •,,••••.....4 ..... • : ... "PM STA 24.92 .Nrorr••,01•2-7* • r. ; 30 FT. 'NIDE 6430.42 ACCESS EASEmENT Elk RIM. PG 201 B EGIN AT STA. 34400* END AT STA. 57•509 43TE: 1. ALL CCRISTRUCTION TO BE MAINTAINED WITHIN 301 EASEMENT 2. ORIGINAL 0020740 SURVEYED BY HIGH COUNTRY ENGINEERING. INC. AT 500 FT .7 .sEcT A10 INTERPOLATED FCCI TCPOGUPHY BETWEEN H. SOD FT.X-SECTICWS. 0020 FIELO ADJUSTMENTS MAY BE NECESSARY. 3. ALL GRADING FOR ROAD /00 PULL OUTS IS TO BE CONTAINED WITHIN THE 30 FT. EASEMENT. Z,. + PM. 74-.U.*errAt • - PA REY WOW • .7 Flopp• ! . • . • • `TT"' • 7.poviox NATE . -• : •••;• .... 1151180 20E84i • • • GRAPHIC SCALE g 7.51-97i-mT•rahuff•-7 43.t. -1456.31. • ; ........ 0 X.13......9.08 . . . • ... . ... " .. 28.0.19:49L • i,. ......... ....... ..,' ..... . 4- 4.- .. 4 : :.' • .4 : : ---....f..7....-.,:t.--....i: .. : ----• -- --• 4 1. 499tarriAn-a3a28...94"tLY.20:IN .... n19•.8.47-53. • G.11740AL ....... ...... -• • 20.00 21+00 22+00 23.00 24+00 _ T .0 - 25+00 • •.4.5.96,..- 67.•;12,104: *Mit' eitif9rEil:W2 .3 • ... . i•T• . 151103 : ( ) 1 los0 -400 it Re 4. ..-... .........4.. , vM.F t ;•0 -.4 4 i : + ---;---4 7 4,- 4 1:1::::::i 11,1E ''.*. . 4 4 : : i' 4, - --,i•-• -- ::. --....2,.......i..........4 -4.-4_ . I - 1' -i---1 • ..... .... . ... • : • .... ....... .... ... 0. 4 ..... .. 4 4 . . • . . s .in.••101, 4. ....... c.1/4 I e) 0 00001 7900 1 4 4 ' • 4 ..... • . 644 Egy.... 111 . AO. . • ••• 4 •-•-+ 1• .103" .c.JuonAt 7940 • 4. Vm.1.9.0D ••• TXr I . • ..... ; ; .... .......... ; ....... ... 7920 .4 4. 2 • 0 • a 26+00T 27+00 26.00 214043 30+00 31 1:47 32•00 3.1+03 • 32.00 39.00 37+00 36+00 39•00 40+00 BEAVER CREEK ROAD STATIONING IS CENTERLINE STATIONING 41+00 I as I 1 : I 42+00 43.00 44+00 45+00 46+00 47.00 4 • 00 49+430 50•0: 6 0 2 14 01 2 SHEET 2 OF 9 o 1 00 RE5TRICTE0 PILL OUT (TTP ) SEE DETAIL SHEET 9 56+D0 oviic PULL OUT AREA (TTP.) SEE DETAIL SHEET 9 30 FT. RIDE PUBLIC ACCESS EASEMENT RR 161. PG 291 {[GIN AT 000. s..oss DC AT STA. 57+50! »»r.....«y.......-0 « - } 7960 , .. ....,. Y ) 7960 • • J 79.10 Y 7920 0 r 7900 W 7660 7540 7620 ••C .a M fi .•••••.:••••y,.,r r--. .-.�r..._ «M..# ....... . .. .. .... ....... �... ..y..... ......... fl INSTALL 10.9 OP (TTP ) APPRO%I NATE WHERE 4101104 i ' •. . y+ 77+00 72+00 •••• IO70: I. ALL CONSTRUCT I CN TO BE MAINTAINED WI TM IN 30' EASEIENT_ 2. GA101101 Male RAVENED BY '11511 COUNTRY ENGINEERING. INC. AT 500 FT.2-SECT 10N5 AMO INTERPOLATED FM TOPOGRAPHY SETTEES 71E 500 FT.0-SECTIONS. 501E FIELD ADJUSTIENT5 NAT BE IECESSARY. ' 1 ,....... ......-...-_-.7 0 • 1. � o s •w y 0 ••4-n -• 4 4 ' - 4,r .... 4 O 1....... ...—.:...... . ...} j ? -...0. e await. GRAPHIC SCALE ( W F T ) 1 1059 - 100 0. q... tq. • .. ...0 fi ....¢ { 8. . « p • -t • 94. OAAD[ : 4 0 O .....--. .. ....a �..Y.: •-.�...-..--.c -0 y_.....0. 0. ., ..1••.'i''.."...'5.• -'- -•-j--•- .. ---C.---- 'j."..- _ - .•._•.......,_•..;-_...-,--i..-..W.-.1.''''''"; -..W...+-•,.•• ; ''.. : '''''....:!........'''i w.. .•.L. . - - 1.1.1;G6ill I a . 1 4.. v 4, 0 a ¢ t ¢ F> 50+00 51+00 ARM▪ OR wert-eflocRote•gtova OrA7.fla .. fstoma- cevraltiliettztATtor 0/01-i $E d1....j)7IC4 • 0 0 f -. . — ...b .................... • 4- 4..--.4 ..... ........... 4.• ..... ............o 4.— .«..... : _ . . .. ... .¢ 2.1...]...-.. a e•'_ -...j... cY.--4 >- '• • .. 4µ...y .....-......a .. 8.... .• ..p..._ ........ 0 • : O y 8•.......Pk.020E9 ••:• I[. I000• f » N •• 't x � p•7710 rp ........... 15 itt! -4js( F— e ..• M' 7720 5 ,• 7700 7560 1 7050 1 3. 52+00 •2 A k 53+00 F. A 54+00 55+00 56+00 57+00 0 wAiN 218 PIte 56+00 59+00 60+00 51.00 12+00 gji 6].00 li ^e Ae MT! co M+00 65.00 E,'EAV 1 CREEK ROAD 5TAT10NING IS CENTERLINE STATIONING 66+00 67+00 50+00 } 0 ter: "`sryB •- 94 0 5 �s• ^rte tir •: "� dt YC ti. C gy�pp" er- •T• -G _^B . ...-n �Cq 99+00 70+00 71+00 72+00 73+00 75+00 75+00 76+00 77+00 79+00 79+00 1 7540 7620 1 d O O 04 V s 9 04 LL PROJECT NO 97079.01 1 01 �1 g PIAL OUT AREA (7Y0.) SEC DETAIL SHEET 9 93+00 09•E6 :A`'oO RT /'+.p7'C -._��-.ter• 00+001 A 4 00001 400 n .44r 4. - - •f - 4 •t'•'+EETS',: YC 7760 y 7740 1 7770 7700 • 7600 'TM'STA' •82E913j....i INSTALL 19'6 CUP (TYPO APPROIIIWTE WARE SIOP/ K - 10.00 ' i7.»...+.• {. Yn77 7660.. ..f 7000 .................. .. ...1.- 4 .. S } NOTE: 1. ALL CONSTRUCTION TO BE WIPITA INEO WITHIN 30' EASEMENT. 2. ORIGINAL 9RE4160 p/n'EY(0 B0 4:p GOIMt0. E1414EE61 NG. IIK. A! 500 tT.2-SECT18d Ap 191094.ATE0 709 1(0001/p.tr 6E79E09 1N( 500 77.7-SEGT:p45. 0,04 FIELD AO.US190617 9*0 7620.•4 • _.. r 9) 7600........ ` 7560.•+ •••4 • 7500 •.........�....... 4.......r• .. y.......;. - ...70.71116616 Ciiiirtaa axe 4...._v 4 4 4. •^ •4 4 f 1- 4 4 4 ............... ............. ... ............. M0425E0 r1kI SAE LRAA 4 4 ..4 4 • ,..•.•a 4 ......."""." . : f 4 q i • .7 4.__..: .....4 4......»....... 4 .4 . ji .v. up . MOWN- e.. 1 ................4.....4 4..--. - .. e. ... ; •, 4.4. .. 7579.79 1449 STN - 0-91,60 F i 400 - ;M •• .-••-• P - EsQ-- 25!n4► ir-70.90- -.7 -xar-N6ir i"»».p.»'- ... ..... L. 4LLi.1C 6.;.. AOpp... i 5 t ,. w N.77: -Ki M14 4 . . 1 GRAPHIC SCALE ( 017007) 1 IW - 100 R .......1.......c ...... .. 4 4« «.f 4 4 4 4 Li. 3 4......4 f 4- ....., i..«...c 4 • .ry..«. - F 4..... ..4 - 4. • p .1 - 4 t fi ••{- 4 f.._..,:..•».. i ...... .) 4 4»..w ..... ; 4 4_,_ .f .« ,, o. y...�.......• ..... l Ic - u00 • ., ... • + 4 we 4 } 4 4. T .4.43 91 NAI E. bilt7ERL lir 'EL(PAT ION - EAAEA. .60.r.0.•r.R.cAL.......................... 4• 4 r 0 tilnc�i4. t'aEVA71 d1••• • {4cm• a. f Rt• 51PI CAN p . �. ..,V....».........:. f 4 «•»004•+«-•4 f f O .«.i..----. 4• lN.S A, PM ELS .. a Iry 7540 7520 7500 + 7460 SCALE:100', 0I11204/4... 1• _00' WAITICAL- 60400 01+60 62+00 63+00 -a. 3 .44 444.1 3 d:1 �! d ni ref 2,4 64+00 65+00 06000 07000 66400 61+00 90+00 91+00 92+00 93+00 94+00 95+00 96400 97+00 BEAVER ORES( ROAD STATIONING IS CENTERL)NE STATIONING 00+00 99+00 100+00 I - s . •� o) d .a .-a7.3• 101400 102700 103400 106+00 105+00 106+00 107+00 106+00 109+03 110+0 7460 7440 I in 7420 1 7400 1 7]60 I4 6 5 9 O Z 90 a 0 O 5 O 0 44 R o PROJECT NO. 97079.01 SHEET 4 OF 9 PULL OUT AREA (TTP.) SEE DETAIL 364[7 6 INSTALL 18.4 OP (7TP.) APPROS !MATE *CRC MOAN .....- 111.00 .. . 1 1 _• 1 I 114400 115+00 00 117100 -'"�� `• : • 179.00"• •.••••==ta..r 99.111 117.07401 [13 8 00+421 IH CO BEAVER CREEK ROAD 132+00 •.' 1A 1]1.00 •� '•ter = � Z`n.t �� 00+01 00+105 a I30 ^ s • K4 • • 1 01 Argo1 4 •�•. .-4444:...... ' 2 }»....•L.- i b • O d.......:.•.....:.•.....:..... , 7. ..... ..•. qv 7454.73 :- - A.D. m -.318 �.,' } > = _ 4444._ 1 7520/. -- •-T! YB ...2 7300 '3]300 l • .....-....a ..... .o-_ y •¢ t • o '• • n 7.- 7480 +•1�j '. .F o-. o 4.4.42.- 7.60 •}^..m..-}..�q4p.-.....,..�,.....,.�... •..,.._.i..-..n•..� FP i ••••-•-•"3-- _ x♦♦x • �O»....�... .:s .... ............e. .. .». ,; 49TE: 1. ALL 006TROCT10.1 TO 8E WINTA I ILD 01714I11 30' 0450(NT. 7. OR ICI NAL OIOAO 5L21YE7ED BY 0104 COWTRY ENG I NEER IND. INC. AT 500 ET .% -SECT I06 AND INTERPOLATED FOR TCPODRAPNY 04700EN THE 500 FT.2-SECTIONS. 501E EIELD ADJLISTN.NTS MAY EE NECESSARY . T•« .-. y...... Y....».:•w...:»4444. f 444(4... .. .. .. ...0 .7... O 4444. 7140' •Amol 7440 '} ...n.:»«...:.....-.-4444... q i•.� n ........... 4444.. Y... . « d o- 7420 4 ..-•-g.qs• - r ..-.....,.p 4 ^s p• D 4144ZH1 O -..ix •• 7400 ' 4.ce•••••4. e o i - - .........7.« b S : • 7380 0 751816 6 4 : y.'''''' „« .E 1. 4 ., • • -•4` o.. 4.• 4,y..». _ • •-••••-- : GRAPHIC SCALE (M 1=7 1 Web • 100 ft. .-.. •' ¢....•.d ...... :.........--.:«..»4464•«••.} .- • $ • 44..,..:•.........,...• - """" S .. .. 5. a .......:".......... ... i •:.. :..............n...... i+«.,..t p»...- ..« q...«•..... i"•••'"? • S. .4........,«4444 o w•........,{ ...PM RID .6-7334411; -' . .«.8 J---' .M3,w(•••i•• •-..d , r+(.r-...+. ..�� ... ....... �. .«-. n......, .-^..81.ls Tt 4444.. 5...... 5. T 4 alt. _�•.. 444... 4444... y. _..,..y........ ...5. J1PR0f 14.41[ FP I ST I IG 0055. d 4 . p ....................:...« .... 4 ».......7780 ,4•.« .4. Y...-4444..-...:".......1 7145 ^ *744.-410-.•... O«Y 4 4444._¢. .. •. .•.•... ..-.a 4444.,•• 4. ..p. 4.µ... L.... .. - 11II�fTT «,.a »o 0 a 4-- .:w- «a. • .Q.. 4444 c 4 .w„•.•.....« . .. _ 4444 5..-...3, b 4. ✓r w y. ... 7..»- ».,. APRRO%111ATE Gi4TCRL 11( EI(76T I01 •..4 P700OiEQ CCN1YR4444:CC18YAT .0Y PIE11Y 5877"741'/!7%!; .-•. • '"•••. .. .. V[RM'S$DD'E T. TYPICA[' •'� {• 4 Y--4444. 4444• .............. ,•«4644 e,.... n....... t . d. 4444.. 4.. -.... ' "SEC 301? 7T' AL • w 4 4 +• ." ...n.• 4444-. ....... .... :......p 4... ... .. W -4- . _ .... • 4 4. ... .......... 4444... � - � - _ .-.- - - •?/ •4444 u.-•--,aAy aro. •.7414.44 ...:.......: ...... MEM 4 Y 4. 4444••. . _.5. .•4 t......4 . _.�....».:, v 44 • a Y 2. d CO . .. 7300 1 O 7280 'JT�"' 7260 5 7740 4 7320 • 7220 - ^R 5. R 4-1 ?tsi S = - e Ty - P' 4609 n _ 100 HON 2ONTAL 110+00 111+00 112+00 113+00 114+00 113.00 116+00 117400 116+00 116+00 120+00 121+00 122+00 123+00 124+00 755+00 128400 127+00 126+00 126+00 130+00 131+00 132+00 133+00 BEAVER E( (ROAD STATIONING IS CENTERUNE STATIONING 134+00 135+00 136+00 1]7+00 138+00 136+00 140+0 7200 7160 71501 16 0 a 0 �y O FILE:170711-01 11 P81 hi! PROJECT N0. 07072.01 SHEET 5 OF 9 3....................... 1 INSTALL 16.6 OP [T1_) APPRO01MATE OER;T LOAN 0415:. .. 4....»8»....«.... »«..p _ o4-... - - ....¢ ..... .. ... ¢-----•':•7011.: ... ..-a o..._. ..... 4. ... 4.---:.«» } : 4]160•..«-0 ' a ..-....5- q...--- 4.«».. »....:.......:.......a..»».q • :,..,„.,..� WN S7p i X77 OR, i .. ,w,•.. j «-,w { .... .e».-..-, { ».....: FM • 7151D10 .11E0g �.,.,,,.- ,... . ..4.».»}. .. 7300 .._ i-. • - -....._.i...........:.........} •i -7,10a.W« ....0 !i 2260 .L.._....j.... ... ...4. 7760 • f..�!s'�.......i:..... 2240 .4....-4••-• p 7220 ' ...•4:....—}' ....... .... ...:....«.i. +-.. .. :R . ¢ »...� 7160 • 7160 O .......: _.............. ..-4•.... b.......�.......:.......:.........•. 7140 ....... -. v 7120 -'.....• 7100 • 1 .--r PIAL OUT AREA (TVP.) SEE DETAIL SHEET 6 FATE. 1. ALL LT}6TRUCT101 TO BE MAINTAINED WITHIN 30' EASEMENT 2. ORIGINAL 060X16 SUO+E.ED B7 HIGH COUNTRY ENGINEERING. INC. AT 500 FT.2-SECTIONS AMD INTERPOLATED E06 T0+O0MWFY BETWEEN THE 600 7T.0 -SECTIONS. SOME 7ICLO ADJUSTMENTS WY BE NECESSARY. .7 4. • o-« «.o• i GRAPHIC SCALE (0YT) 1 166E • 100 0. 5- 4.._ ..7 a O 1.......,....« .. .«.q....»q. • 7000 7060 4......Aa1�11N,C.a/IP*057. LL.C�Eatom.. , .... i1OEe15tB.CEapar min 50 !T, rYTI [AL. EVER.' 50 rT. `tYP1 7040 : �c 0»»...�...»-0......0 tr -.1- . - • n .. 4 ..111'IJte'r752,42rz r .... 0........»»..- pyEgJ<y. »... P :111-•• AO;.y ....... ... y.... .... .. ........ }.. .y. «...: .. .. ..... R....ti. r....8 o .5 b .5. -i- .8.w.. .. . 7UOgr vC _ 401 PDN7 are - 717iM ......6..... 76y�1'T�r17'trR'='(47:74(r..5......p....... 7717 T674e►'6c , © .8I....... .. ..s ......». .... f 0 �• O » : - 4 4 4 7.00 7360 7360 7340 7320 7300 .. ....4.....5. •6431.06.00 r•+.v. C. -5 • • ..p .g. ry a f • ..--.......760 • 7260 b • 70 SGti0 1' + 10U • 100! t0.I.L_ iy [L[riiT11y1 AIA. 674.. tiaDea71 {. •1+6• •r -1'1•111P6 .. ..IN1.Ciy..O1334L,. .....--•--.. ..........26r 414 �P - fix 7nm 0 x to " 0400 141+00 142+00 143+00 144+00 145+00 146+00 147+00 nti e•C .41 146+00 146+60 150400 151+0) 152+00 153.00 154+00 155.00 156460 157+00 156.60 1559400 160+00 161.00 { a wiiF' 4.c wrx ... • 4 iA s� ........4 7240 7720 7200 BEAVER CREEK ROAD STATICNINC IS CENTERLINE STARCHING r • 6 � - 162.00 163400 164+00 165.00 166+00 167+00 166+00 166+00 1704.00 7160 7160 7140 7170 7100 7060 7060 7040 ,. C 0 P 10 O 0 PROJECT NO. 97070.01 SHEET 6 OF • In 1&7-t-87 0 0 O O 1 1 r 3+G5 159-195 M O O � I 137+z5 13E+02- 534.5 33+oz. 3305 0 0 I 1 J ri2oh7ta/ sc 2/c 0 Va Mi. goo /b/13y /0/4-81 79 423 551.53 Mo b M a 1 1 1 I /--1 -err 211/TERMOUNTR/N FOREST PRO0UcTS , =Nc. Beaver Creek Recess Road TURNOUT LISTING sti«t 1 of 2 SS +10-7 83+31 a h 4,2 1 1 � II J L1 0 N STo 37/15 b N STO = SI.'f Turnou f Y w.e/t4 35+13 N STO Z°l 15 ‘‘.4 1 Z 2 o. BCaVer Crcck rI cccss R Oa0 TURNOUT LISTING shed z oft