The URL can be used to link to this page

Browse Search

Home My WebLink About20090986.tiffRESOLUTION RE: ACCEPT WELD COUNTY ROAD 49 / IMBODEN ROAD ALIGNMENT STUDY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, previously, the Board of County Commissioners commissioned a study to determine alternative alignments for said roadway, and WHEREAS, the "Weld County Road 49 / Imboden Road Alignment Study," dated April, 2009, identifies and recommends a "Preferred Alternative" for Weld County Road 49 / Imboden Road, and WHEREAS, accepting this recommendation will allow Weld County and/or affected municipalities to preserve needed rights -of -way for the recommended arterial so as to allow construction when the optimal alignment is needed, and allows for implementation in an orderly fashion with the goal of minimizing impacts to adjacent properties in the future. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the "Preferred Alternative," as shown and recommended in the "Weld County Road 49 / Imboden Road Alignment Study," dated April, 2009, be, and hereby is, accepted to be used by Weld County for future transportation planning for the alignment of said roadway. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of May, A.D., 2009. ATTEST: Weld County Clerk to th BY Aititit g Deputy Clerk the Board AP ounty Atto ney Date of signature* SO? BOARD OF COUNTY COMMISSIONERS WELD COUNCOLORADO William F. Garcia, Chair demache , Pro-Tem Seat P. Conway ara Kirk eyer Q. David E. Long ;( C 2009-0986 EG0060 (C/( ( L"7 CZ atz "hog ‘mwi C410 c e >, J c L Ciro) 77 0 8 200 OQRR Weld County Road 49/Imboden Road Alignment Study w v a v �-I a) a) L C o 3 O L- c) a) U a ° E 12 CO Z QO y C MM a) > W c QU) O 0 Y "0 L d O o a 0 A 0OO o 0000 U 0O c co 175 I Cco 0 $ (n a) CO C° W a) O O Ch CD = _co) s co r U o a) rn a) a) 0 O Co a) cn .5 W r (us 53 ors�o� a)U— o O = N MOM O2C(r) >.c oo Nac) pU 0 O C'r) Cfl a- ^W LL C L 0:) AD C C 1E a) U c cv u_ 0 0 11), C.) U a Co ioc a Q5 73 2 +. te(1) O L 0 a) O N CO 0 Q U) U C a) a) a) LL L 3 3 c a x w 00 Weld County Road 49/Imboden Road Alignment Study U 4:1 TABLE OF CONTENTS INTRODUCTION r N M N z 0 0 z 0 W re 1- H W O Z Q Z I- N w ✓ c0 Collected Data Information III. IDENTIFICATION OF ALTERNATIVES CO CO -933 0 N -C C) CO w O N N D N C E`° f0 C L CO Q U C N C 0 0 CO CO O) O r N Cri r r r r N N > io C a) O C O m a) C N 0 I I EVALUATION OF ALTERNATIVES r NCI V N N N > > > > V fd ♦/ Y C C C N N N Q Zt- Q O Co 7 W O Co E z CONCLUSION/RECOMMENDATIONS vtt ry r r r U) N U O a_ C O 0°) N o a -(E -Di . C 0 co N c E N C E .0' N Q c Y N E E T� N j Q(1)nom. APPENDIX (SEPARATE DOCUMENT) W W cc U W U) cc 0 S H Q 1- W� z z W WW Q U 2 2 P-2 2 2 W O O Q wg 0 0 F- O W Z Z Z�QWQ 2 (n OQOH~JZ LL S J W <Z W W z W 2 O NUQOnon_ QOU z J Z U Z J O O a W Prl WJ W M:1 WDJQa<Cr CJQ -� W 0>— Z f - U W ? LL 0 at O O N a. CI. Weld County Road 49/Imboden Road Alignment Study LIST OF FIGURES < N N d O 2 O Z C 0 4(d O • N c C T co 13 C • O N O c to f� 00 O) O r N to (O N- Alternative 1 Alternative 2 Alternative 3 Alternative 4 4-. C 0 E C O) C (U O O Q ▪ N N • �_▪ (� _coU - o C a O E H a E • (0 N o "O 7 D CC N r N (-6 V' LI) co O) r r r r O 0 0 0 0 0 0 0 0 0 0 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 01 0) O) O) 0) CO Q) CM m 0) m Q) ti: U.. CC li LL 11 U ll LE C. it LL LIST OF TABLES (0 M N �. m d) E (U n. C ^ vi a) L a o o N 7 O fl N c _ C Y O) C co U • x o "I '.' LL (6 C Z. 2 C ▪ O U R � 7 • c9 w Weld County Road 49/Imboden Road Alignment Study Regional Transportation Network U N a) a) >. U O Project Background C 'D N C D15_ O .0 ra � C c C E co FT v O c • N c a) O OJ L U -p v U O • c �(a 22a C a) C 0 O C a N 'O Q O a) 0r C ui U •-' N >. j a) Ti O ao -Y U N N (a f0 f0 (TIE N C ff) Q R .2 0)v. — U a) L) o c0 C.o m O a) rc C ▪ E Q U > C cap a N Q N a) O o c a 2c oQ-aa)i a)O' a) c O t9 N U D • Q (9 O` O c c O O - c O O .N O C N O) 0) Y '(-he` ,ctC N N a) U a) Y L C o O U L O— 2' O a) C O ? C c c • N O 00 O CO -3-O Ct fl_ co o a) v CC c co 5 Study Purpose C c co O N 0 O CO CL N t a)Y — O J 3 o O N- U ▪ m — • N CO a,Ea, C • (0 c a) Qc a c) o = c0 C 3 Co a, c L ` E C Y N w 0_ E our c L T • L O) i) 7 = U f0 a N fn E c f°03v • <13 W C D v O CO • o N CC O c E • c N O O EB' .C — 2 O a- O o ao DUro Q. o a -FE) r a a. 3 C) c C 0 -Co Y r n Ai c 2 Y .... O In Y m ` • C D— In- O U N Vi 5 N C ` N ._. J f6 w g w. E 8O L U O.) N m' a) U D N T L - N > O 0 "' O r O t c Q N-o,QCr) 1- °'NE co2Z 2, -�0 N ` 15 2 Q Y 7 (Yj T CO U a N "' 7 cU N N 'D 3 ',P- -1:3(i2 CO a 3 L C ,. 0 O • L L " C ' O N c ya o 3 C C O a) '- U 3 N • - o mN OC - 13 c ( C MI vi R -0 m a) m _'CQ173 �N F- O_E > a)-0 c E • Oa O> �nco ' E a) Y w c a C -p LO • N 8 E O a) .. C R) _ 'a C O N .caU 3 o cca a• l a) C 0 C t- 6 Q O U a) > C 7 = N C O co > N a) as L its 3 • N - a) L E r Q a ' Y V -" O O N O (0 C 3 a 15 j C` a) E f4 3 0 3 t 0iii a0 T c°11) ..E- QI 0) CO m C 0. .- _ CO II - CO n, O C (9 C N 9)Ea)m>>. CEO t0 E .D a) — a) C N _ O Q) N p) a N a) CO = C O L El.? • O U C a) C Q '- N 7 ta)> al a3 .D >., ,- c o) o O N V C a O • C C Ng L tn. N O O CO (9 0 O N N C c r 0 0 0 a) u) ate~ E m_ L Ec a a) d a N 'D F- 'O }. CO N - -0 w Weld County Road 49/Imboden Road Alignment Study C L 7 G a U N 0 7 -0 a g 8 Eo c 3 w o..§ § a m c c_ c a• O O m a3`m a N O N N L 4 O E "Sc R c0 ' siO rL+ L O a CO.! N N o as m O CL At' > L C a 'D C to L 01— N v 4-6 3 � w N coo a, O 13 O N V1 N f0 O N N a a� N m C O y C O 0 C O In N 6 �` Q O C C E- - --SEC C C •C C z E a U EEEo°— 0 0 o o N C N o 0 0 O W O U X030 >C 2I N ca Y m O O • 3 ♦co t j N m co (di Q.. (0 .C C N C a !DI y m a .2 r C C a N — C 'p C ._ 3 3 .• O a N NC >. 8 E N13 O of C a E L 0 �p L foj C O 0 O W U • a>) 13 3C N N a N 2roY O a p C 41 Z a m NCwfl N E o aacu Work Plan CO.; �H W o0. of f Des -ow W< W w JI Il It ®11 II I 1 • CowIbKtaew Costs 1 L 4F At 4 )s it O rr Y -0 • • t O i z 0 Y x a S t ; s v� Ills a Y S a ► . • . f g at 0 25 ag s b J >g 0 a Lo 1 .m _it - yj 0 0 O a ." .V CCO "0 J r >.8 Corridor Study Area Study Process c O as 5 N N O N cta P N c as o t of co O O C O a am c O m O -00 gy— N N O .. w O .0a0 O _n a t ce O O N Cy0 0 o 8'N l4 Q. j CO O CO 0U ED.m CO C _ >,.• J C .0 in a L d o pp NN .S U U 3a�co m c moo c3 0 ~ E 3.= o cv "- n 7 es c c mom .c m — F- « m C N a Q J N d t+D Pd Weld County Road 49/Imboden Road Alignment Study °)O.c c>_≥_c> CO a)ro� O E c U._ Y �+ O U) C y .-- TO 0Q c mcn e LcE _.E ca oho 7 V CO a) a) a) a) y a) c y> (4 N (E (an) —' y a3 O C y O> Q) 3 m 0 0 y o U CO U y a) V) N •C y id W = y V U ° Y Y 1. C L y ,[ E C a E Y O` O a 0 ° C a) `� QI a O O Q (V E C y E L -0 .a c C /ai 0 CD a)Y a) 15 w y Las Q y '�7' O 7 •O C Cr lo O7 2 y E 19 c a) t `o c E ui o x L a) o c. y p .- f0 O t D a "5 rnco y Loco ° E a) o� voi Y Nh -Eui Q O 7 y cv O E N .c a) 3 a no a) a) .-- U O o -� n p a D_ 'E 2 y a.O 7 c co O N R a) u c (7 c V `- o C S Q C O -O0 Q N f a a) a (D ,`- > y c fQ a) �„ O Y• y a) cn 0 U O'- E O O '' 7 al �. 6- -a U C O o n co O O to YO p p .- �cD 8_cW Y 7 N ¢ p U 0 y J ° a) y c O O y a) ?j' a tn CO 7 a .- > cam!) ..0 a ° N C C c <o C N - o - y c a co 4) a) o y n a) y V-. Y N `) co Q ° 3 ° c> O N N N°C co a) roca ctoa.0ao o`° `c. @@ U O O U 7 a a) a O L. > T p O a) a) N -O o N 7 c0 .CD O Y -O ina 7 O 7 c7) a) L ` a 'Y Y w C a) O o) E a) ,c O) V TA O O E. ≤2- a) pL _ O _o a) _'� L 7O oD Q .≤�~ .ca) O,9 a� >.;- § § 3 °> O U 7 `° as E a) 3 >, (P.- O` L C.a`c co 7w p C 0 aa5Y cnooao C)5vaci0c Q) C° Ca Q. 7 0? N y L y . C (Q O C 3 a) y MC MI 1 N a) (0 (0 YO C a y ? O N a) O Cp a) c a Y c c O U O to y a) a O W C` O Q 7 a) 2 N a) ` al `) O p U O O Y co y t O a) .C U. > a) O Y o N 4.1 a) O O N Y t a) O Q a I— O 3 O a 0 C O O Cfl Q Weld County Road 49/Imboden Road Alignment Study EXISTING AND FUTURE CONDITIONS C c c osa § CO 7/C 0° kfti E°2<f \ < coo 2 » @ k�O noc-a— e2?�q 000 c •22ca_a a .ca ■ §k§/a� - oo: c� .: § am a §=C -$-g O. 8%2Dz 13 g 32 E 15.iSw- a) - 2�/G2co 0k -0-02S O, ac0°E� 'c 8 73 ® Ts te§$ to- kk 5CWCcon co CE co To - c co.. c $ f) § s=E§o§ § 00_000 z a ■.g m C5 _ > EC)'Oa§] �n � 3o E ■Tel -a m % o R�e_Q8SS a %� 0� C� 0k ec co V. <a wok Ate$ oI'D co O< ( 2 2 a $22 § $ .2 o E 7 RE e c/2 §� �k c 0 Pa§ 832 co 2§ E�� oo� 0 / \ <3-) E k } g E 6k f o .13 ka c- aE a) co /E 2.S :(12 kco E kC fO .c\ %< \ 34 a CL 3 0 I-> Collected Data Information GIS information obtained from the Counties includes the Parcel Boundaries Planned Land Uses E mcz / 7 9 m \ � c Lis 9 Aerial Photography (Flown in April — June 2006) a k° a 0 0 k ° k Co o G ® § 2 E u' CO 2 LL k c t. c t k G $ n E.co 0 a c ] a C D R 01 5 E2 in co [ © W I 0 0 _?.2-5 1- 0 a a a a The above information is shown graphically in Figure 4. Weld County Road 49/Imboden Road Alignment Study Existing Features T' •�w We' w.`vM •i rYlv+r^Y'v w W N"/Y^ v!` v'rr-•rt'r1' v•ry rrM wW "reset W s"." -"e"" .'YV W W r rrY. WW- /.N.r^Frv-rvN w W Nr`•r^.1.1• ww t. .' p. . W wIrv'4 •�/-M ., %e `r`M.'VV ...Ns -vs:. re es" VV WW �` W W WM -V..,r!w V•/V- W w."en- Y•.YYrYM.YI•YYWrr W.' w We v •r-r,e- r-r w rv-iv:w •r!w rr-J v+ W W wrvM Y� -! vY.e r-r,.'.'v v w vY rr•r'w - ^/Y YI.6Y MM re' VV` M rv+ W W' e -e /.r -M4 W •N .rNes vYv r.''e- rrrV`_••/Y`r^1 re. are*.. `I t'teNe.evW, s .r re /are Y-rW Z° ,jan•... it '-: i_ fire"eV Vv' W.flt Nw M ..v rW WW "revs Ww4. :are w WMM WW Y'/YW er ear WW~O r.r-/V. W W N IS". {✓Y •vM W v'Ne M 'eV -\ Y r1. -M W W W ear !Y' W w TM WY./ N serer w riot t/Q .. }^ W W NrY-M- W W re:4 it ^N Wee Wee ,evaw W v'/ IY .rw V• ./ t"ra% NevW N /Y - A1 W Nry.1. v .M kw are" w r. `rv- N-.^rte f IV• Is^M Y7; VY#'err "evr. r N•N� YV W Wryer ere ry W We ster err vV wr W W N a -#"re W Wn N1/WNr r.M'- #'vv.r-r'i WlYM ire re WN•/•I V- ky uia o 7 .s- LAI us) v • A 111110 pike AA S• i.r-nr• w•re w w r.r• tr. v. Y. vv . r• w.v dice. r wWr ,..,.....,e.-.. W W • rr r1^ r- W W+1 sew.," .er r. W ...-.........-r. ter r.. -.v. wwiv M. r.". .NWN- M•v. w We M '^-1 w -'.r r rte• Y �fi^n.V -p V p. Ili to A r Weld County Road 49/Imboden Road Alignment Study Construction and Right-of-way Schedule o a) L (o O C O c C L a C a L L • >~ o m >, E Co 3 C m co m" 3 o aN a) 3 ,12 r— o> !au,I4 O3 O0 ! 6 > -C (4o C L ( - O 'O D) .... a)O o 3 L C C O C J Co s -- C~ co -O O O y a L U'� -0,-6..,-)06_ 'oD 6 7 Tam _>, a m- O C 7 m.L. L O c m -E.6.2.8 O U'D L c a NL a)L ODr @ j w9- O 4) m L- C 3= N C-0 O o a) 3 to -a a C C 0 O N O C CU O l a) m O G) E m C U) a= p E m Cao a)raEa m > m U L Oil) .C C 2 O> 7 p° OO m 0 a=2° --2E 3 C- C a a) C coL O m'D O .f °2 n=0)'=' vU)mmir C3Dmfl am- m 076m° . L N N m C a m� @ O o O L >� O a W C O"‘.6(2 -°E2 (0 O ti; O> >' aN >`(0 a2 a) a m t C - m r n .a) E (n 2 O 5 L+' 8Q Dv - Y. o O 2 O m p 7 .` O C _ V a r 0p N L U .� _g C m +- U 3 o m N 7 C 7 Q e -Cr o f° N o Ot) mcocc�w-o') U U (o (o U - U O ' 7 7 C m O O O ��, �. C CC a 0 7 t U U a 0 -oompn0 5 Q Generation of Alternatives o D Co C no C m o I- p m L 41 2E> � O � m D E L T m E F- a D U OO - U O O 0 o D aCo^` ^ 4U Lp .` U a) V C W 0) O O m m Y O Y Nm c U m O E U D a) 2-c W RS L w Op) O NC U J - O O Co U) L7 .! L a) > a 3 E 3 ct m O mo O N ≥ Q) � a) c o d 0 N vZ 7 m (0 ` ≥..D O c --0 - N Co > "- C a) C (o U w O N � L N N N M U-oC 3 a2) O D - Q) L-' a O U) C 3 co O W o a) m3 C_ O (6 mY c O O O C .� m C O N n l0 c ca > o TtsE CO O O — m O a O (0 0) 03 L CO o C I- C) C O > (o ca .0 N C O t p) o Q m m 3 III. IDENTIFICATION OF ALTERNATIVES Design Parameters .c) C m c m c o c o a) 3` O • n m E C O m o >. C09.4.= -0%1(22 D0 D1 .O U C_ N C m L (0 O m ) 0 L t W mL .� O .v) V O m Emm O O C O m L C a� mm,� (a a)ma.a� m v m . c m cn a t__ w o - rna) a) o 0 •aJ N U h CO -Or C ` C a m O E C .O U r m O m Y „, ' W c o .0 , r 'C 'D C a) a t < a) a) a C .C N o a E O m m O C 00_. E C m U d o L i L O O >"D n) U� E O 'O E N O m 'D < O O O N m o.2 o -O-.C aC a ® oD C .� m O m m m> w o 7 O U o m 5 o Co U c c O C a O L .-. o oDD 'D 7 (� O O O .C m E U O O 3COOD7mO Co- O m P H a) (O C L O C 7 fl_ L O L +.. C O O (/) O L OQ O O m O D > - C - - m O,n.m 7 m O O E m U Cm >00 o w mm m> p O m 0 C a m o mcE C O O N o a C m C L P L L O` O N +-'• -02a L a D C O 'C to O m 0 E ` L a U C a) Co C O O c`a m a)O o U 3 a°H 7 C 3 C Co o 0 0 N Weld County Road 49/ Imboden Road Design Parameters 1"1 a) 53 C C D a 2 a 2 LL LL Horizontal Alignment LL LL LL LL LL LL Major Arterial In (n ci ((Q N ' O 't T p (n r O (0 0 200 32 to 44 o ,c1- (n Design Element Roadway Classification Posted Speed Limit Minimum Design Speed Minimum Lane Width Minimum Drive Lanes Minimum Right -of -Way Width Minimum Curve Radius Minimum Stopping Sight Distance Minimum Length of Tangents Between All Curves Minimum Clear Zone Distance Superelevation (e -max) Typical Median Width Typical Minimum Median Width with Left Turn Lane Weld County Road 49/Imboden Road Alignment Study } Corridor Alternatives Q s M Ajunorj Swept) Ajunoj ICI°M ti Weld County Road 49/Imboden Road Alignment Study These criterion were m.° "5 ma) > CO N 5 N co a co E a) O r � V alp C a) cumL. a CO rn CO a) f 3 W .C N O O > tD O N LL - C co -0 EE E Q OL O O N LL oC > L O) c Q C 'C N N c0 O La O N LO J a N y a) i co c L O x a C ) "D C N N (6 O C > C a) a)loc 7 ;vE N 4) r O .rC P c0 "a N CCO O ° L Q 0 a) cv s O Y L C C - 0 a) o�co (2m(7)oa)Co o '= 2- sin caN o a E r w a, c0 cap 2 E m a `° o o a) L v- D r N L a)coa)a� _c O 7 ca a a 1/46 co > c O 7 aJ N N CO a }• N v Q 4-.) Y N 1 Q W Example Evaluation Matrix nmonl Stud Weld County Rood 49llmbodan Road S O 3 1 W AltemaUN if f, eve 4 9 t olo c a E' 8t 1 w I a _ c 8 w 8 r-8 o I = I 0 8 c 8 g 8 .4 o $ 8 e it II _ I R 8 8 8 & i3o4b `is n Ca�9L C 1 u; MJ!i1ji Ilai,u'S it J i I si I.y! ? I.fi I ; u . a 5 I 1 2 This chapter describes the features associated with each alternative in de EVALUATION OF ALTERNATIVES 0 a) .D a) U) C O U a) L C O U a) co co cv O 7 to d 0 3 cu a) m T V 7 -C O V LO O a) C IE > H N m C . N E .L ►-i E- U Refers to the general public opinion for the alternative alignments simply measured as favorable or not. C r co N N a N E E t o E > O a) L a a> o) ui cl c "' 8 L (� co L x (o O a) a To C N a) r o O 7 O N ... co O C 0 O O 2. .0 0 co a7 Q) -J C a D O C C C (U O 8 C 7 C o 5 ca) co m c .C 2 8 wa "- o z O O O 4) 7 com aa) co a) r E N Y Geometrics/ Safety design criteria how well the alternative achieves the preferred measure on C_-0 a) O) O O -C N Na)O r 3 a C O OL a) a._ 2oo0- N N O a) m O E E.C. 0 a3 cg D a) N N ca N cTo=o O) N co 0 N._ S co a) Z.'0 to O a) N N .C C O O c (6 fl i c o ° O i N O .Y a) L C C CO 8 '- .S a) 2 C N 0 a N o 0 a)_- a v a 0-- c ap m C CD C C- .4) C N ` 0 r L a)n X N as (1) > a) . D O t O a) p cr C cos O .Z 01 ° al 76 co pa) o o u2i o cums 7 0 o E�Na)o CO a) N O O �- a O L ° o -a O as N_ • > a) E 3 -:'-o 7 03 E N corco N x 0) 0 cu co ts Environmental Impacts O O N a)m 7'O N 5 cD 0 3 E N co C v.; 0) O c = o L 0 m a cow N C co _C m N co O) C c (6 ON O C a) _a o O O to ;o1.co C (0 7 E ,c_C N N C oaa) > o ra c 0 0�05 c rn- > C C y Y X O O 'a N.C3 U c C a 0 O o E j a) a 0 Lee! r O >> v > a CO E C 0 a) O Ct N C Construction Costs a) m E a) CO a) -c 0 7 N 8 0 Y N O 0 0 C O I- co a O O a) CO a, ro N h O U C U h C O a a 00 C G Weld County Road 49/Imboden Road Alignment Study C30 Alternative 1 Alternative 1 Alternative 1 Q) O a T N cd 'D O -C NCO N N t o N .02 U O) C 7 N a) c cm N C N U 7 a N «. ` in O C O a N N N 0 N aN N .. o v > N > C U (6 in Q 2 (0 • N U L p a c d' Oors CO cD > N N o L (6 N NC N N ct N N U W N L J. C L O O C 700 L E o C0 • L 4 - CU o j o "4- O N .0 o N O N N (U TD C c m m m a o U la v) C 'D CC U co o c 8 N ° a o -0Ea) as) o oaa)) coasE Ely .- c a o c a— N 0! N rno o ct.3 c2 (6 CY C a IZI E N c N ,n a (O fg L N U o c ''' 'p (0 E w O` (13 a E • (U L N O C m T) co E �_aNcvco h g w Oc-9,5-Sig c c N Lv• ` w a)0a ca E E Of a ca N N ,0- E C 7 C C O O N 0 o a) -c cc ('- n O C O 5 c U=(U CO U N • L '= O a .0 7 O O N a N O (0 O) y a Q cv o c U W - U U O C N 03 ▪ -- i ) 0 E (0 N c E O c E N O N O O w of CO_ U4 Ca W oY Na (a O i co a) cL ca 0 • 0c U E cv N t- E 7 - -0 CII > N U 74C -. f — 2 0 C C N N U O S o O N I -- N N U O Q. C CA N N a C w N L rn C 7 a Features of Alternative 1: ► "Straight Line" Approach Minimizes Overall Length of the Roadway Creates a Separation between Horse Creek Reservoir and Proposed Development a Widening of Imboden Road south of East 160' Avenue can occur to the West Maintains East 152" Avenue as a East-West thoroughfare without adding North -South Traffic Impacts Existing Residences East of Imboden Road that have Direct Access onto Imboden Road a Requires Reconfiguration of the Roadways and Intersection at East 152" Avenue and Imboden Road a a a, v bO ea Weld County Road 49/Imboden Road Alignment Study I Alternative 2 ci & Alternative 2 ±@ygocc »-=m=m«-m c 0 c o _ .> t25 t-®_ 8 wU) b- m , m / � c (I4- « & 2 -2° = P t . 0 MOO m 7}�-0 CC 82 o=»to ec2a 0-66_a® ,_ =g2 E2 \o$ -_� /r cova- &� _ ® -0 c 2 0 \ 22216aa is COc»�— =oe # e = m = » = m o ® m 5 ° E S ` oM •C -C k & o-0 c e e o= � e [ * g'-0 c ±].7naG®f2 0CC) \ten om=0m=$7a D E- o f m c 5fmi\aEy E o 4 e 0 S@ fCO �7252in CP u Ete72eec§@ g @ \ j @ 0 0) C \\§f�\o� O n.q @ _ {tit; ea lc a) rug- e= 7 @eo3322o /\\��2 -0a) i)al0 JO0\\ I cone= \�/k�/Woc8 Eo>° " �° c c 5 c -` kooe>0$o„9 +bca<o<&e.g Features of Alternative 2: Widening of Imboden Road south of East 160`" Avenue can occur to the West Maintains East 152" Avenue as a East-West thoroughfare without adding North -South Traffic Curvilinear Roadway Increases Overall Length of Roadway ► Impacts Existing Residences East of Imboden Road that have Direct Access onto Imboden Road Requires Reconfiguration of the Roadways and Intersection at East 152"° Avenue and Imboden Road Crosses the Denver -Hudson Canal Perpendicularly to Minimize Box Culvert Size and Canal Disruption \ � 0 00 « 2.6- z @may Weld County Road 49/Imboden Road Alignment Study Alternative 3 Alternative 3 OOVg O rr 00N O)Q' v- C Y 03C N C O 7,W ._ On CO • y C > C 2 O)N 40. (0 ▪ .o O N O O Y y Y N C ci C •O 3$ 7 0 7 d ccas U - v v V O YO >. N dl g > ca V C,� > c co c 1 . • t (d to . (V0 ( R start.— O 'aF' .C ) Z' n co-• cc C E N V> w O N N O Q X O -Cce� m • O cl CNY C .- O C (�pp C f0 d! • O O a Y OI td ._ E co 0 e •N N N (Vd X .c E7 3 U V m C O t C N 0 c V (d O OI 8Q • w cE $ci�j cUf o E�cdcy•- E 53 m u• wOZo= X H = tl! o >m2 > C td :13 `ai 0 m E > 0 c c Y O O m.Qv> bob �o< Features of Alternative 3: Utilizes Existing Roads at Watkins Road and East 152n° Avenue • C O Q. 2 4) co > _ C a di U o 0 C C O O .N 3 O O O > > J Q N O u 0) ii m r- CC O 15 W 3 W 7 .EE o 3 O (d O N QO, a Q d as .v V Q O c V 7 E 0 Q 0 > C d0 to > Q to • v to Id t N 7 C c to in o (d .c I > U i Q C h co 12 O W .o • C O tO 7 0 Y `_' _ V U_ N 0 `I m > L. Al 1° w c O) ~ N 0 • a 0 Z -O w 7 0 V6 11 • Ua Nto t Q C c O O. V.6 • N W E Q .6o Maximizes the Area Available for Future Development West of the Horse Creek Reservoir Weld County Road 49/Imboden Road Alignment Study Alternative 4 Alternative 4 o5SO02//% C. e a § \ % ° 2'\ � 2 t 0) c %® m w c. 2 m@ -o-0 Etto =0 m 2. » © a m $\=a�{$i =%2oe= 0) o�2k_ n'D- fx®=I&2k22 f�\%c2oon G r® c o o 7 S 2 0o$.g2>'2$7 p ; 03 ,_ I ,a -o r of\/]\f)/ a\focm o°°®\$&2{ § f y / _ < & « 1` DEC0ocoD N mnoat ii) rDm≥ J 3 a 2 7® w c m m o n _ 3272.@G._§� cE®o°0r r oc.=2=®TD) t ome=55em2 �E\\22/cl @2 f \ } k 0 /k�2%2Gja 2 ® � ° ° c S § E E\.\/§$®o_ - 0Q) D /@b5\/§G= 025/e2/De u{§f§2f-° mm :=SonE 2eg22.&��2 \\0/_c —O 0WOCa 2 §\\ ea Tr j -a , O co § 7 e/ io; 2 q=# r" co c o c§ 0 ....7: \{) q+' 8 &0Sq\o00& Features of Alternative 4: "Out of Direction" Travel is Minimized A. Widening of Imboden Road South of East 160`" Avenue can Occur to the West a. Maintains East 152nd Avenue as a East-West Thoroughfare without adding North -South Traffic 0 13 a o -o o \ E \ \ o oC j } < < Cv \6 L( . \ a)/ r o @ The -c $ 7 3 Le. al t k 03 O CC \ \ % co 7 k / S E k \ \ q o ] ± 2 & f ± c c § / $ z co k C O3 9 § 0 x a cn v) IS / q _ J 2 Crosses the Denver -Hudson Canal Perpendicularly to Minimize Box Culvert Size and Canal Disruption (1 r4 S a Weld County Road 49/Imboden Road Alignment Study Summary of Evaluation C-0 c o a)0a)a) p U N C .p CO a) v O (-3 a) > > 'Y c (0 co L O 2 uOi - m L -OQ p O a) U 2 to C t' l4 N t9 N N a) ._ a) — > c9 3 to cW c f Q t a) a) O E U c o co c Q1 ` 2 a) ' "O > •— C a) a) O N /O= N a. y Y_ 0) C C L Q L ^, ( L t to Y o) T C � =com N � J LL CE o ai cu Y cD > U a N > L Ea) y a) c Y Y ^` To a) iro a) O ~ O W a) a O ~ L (4 (6 7 co o N '5 O 73 .c Q >, C 7 ≤ c r O Y a) a c Q a OEE To U L co JY (Q (1) a) TO c o am D co 'D a1 -_ w co N N c a Y a) O VI L w 3 CJ (0 N - = a) N (6 "T' w caC m L N C a) oC Q d Y Q o w a3 y v 3 > Y C .p O > a��a3 r O E co o tisU Q D a a) Y U 3 r .6 c r r a `" OO n vi aI 8 N - o a n O -5 a" LO u) C Y O N .5 Fa 7 L a) Q N CL j c 1 < „ n a� Q) a) fat yY QE.C O a) 4 C c 3 `- O o a) L «) ` J L t9 (6 a) a) w f- it) 't3c 1- p_ (n Y — Evaluation Matrix Rankings (1st, 2nd, 3rd, 4th) Alternative 4 (Orange �,l19rt;fC N S Preferred Alternative Alternative 3 (Blue Alignment) It `7 V r) c- ) M 3.50 Alternative 2 (Purple Alignment) C.) O Ii • Alternative 9 (Green Alignment) • N r' r' N c— 1.33 d) Local Agency Advisory Group Member 9 Local Agency Advisory Group Member 2 Local Agency Advisory Group Member 3 Local Agency Advisory Group Member 4 Local Agency Advisory Group Member 5 Local Agency Advisory Group Member 6 Average Ranking (lowest score is preferred) Weld County Road 49/Imboden Road Alignment Study C c c a .0 a) Y NEa a)a) U _ a (0 t c a)O Lrp U am 3 N N roao 3 0 a ccoo "t O ` >. N N C Q N a) U `) C L C 7 a) 7 L mU Q LL 3 roc T) N O c m —I 3 v _c O O c ar r ro N N N a c c (`U m c co m c m 2 N C U p a) a)E -p N C 7 p N a- cu O O N '-C'-0 E _C co 3 o N p N�— Q O C(o m o a)Lro 7 C co U a) N LL O 7 (U.`..C Study Implementation Process a) co T co L 0p a) m N =a)Uco�Q 4c En cEr0 o E N ` . N r- c ON -o t C a) m cp)Q�(gE� a) C C 2 al U 02 TJ k CO C N O a) O a) a m Q >LL C E o o > N O.r U c _a) C C n ..`="C L r cc L N a .a L O Y m.C N._ ai°Em'" C Y 3 as m D) a N > m « ro o a m « a — U -a N (a0 4) C O a) C a) Y EP m 7 friC 03C a) o ~ m if)N a) $2 a U cu N a ` r � � U � CL p��j ( C a) (U T V U ° E Y N „L.)` `" C O ` N a o m O a) D C i aL a) C '� C C P O Q) -O Y a) L. O 7; ,C c9 cY9 a) O co 7 o)-0 a) cEEfa >E O N C — a) °'aE ,- CC o a r O m m> v Z h 2 a) C Z'm as -5 7 �o O -' _ N aa)i '4- > U o r a)a; O w U C O o.° a)a •o m cad-roco a) C ° C a Q ) CA C a) co a) O > N 445 E U, L co Ova) _ a O'3 C c 0 O a) o Ttmr E O U « a a) J N c a) Preferred Alignment Implementation Process — U N ° o a) m r0 X 3 a) m>" c ` Y .c a) a) 3 6 c 03 7 oE°v�0a)>. 2 aali P co S f° Q. m ``- U d a`) y Cti c `m m N al O L .O (U o c- Y O C` O L C X X N o 7 Q 0 U N .� m O O ,.. O ELLro ,u n CD O mo w. C a u• a) _ '« ca. � .- 1/4- 14-4n v° m E Tu. UL o > o p L 3 0> a •r .n C a) UOo 1) Ei°.� 10D _c) U > r .` .L 7 N 7 �, -1-ti cr. p CO C O U H wL-8r _ `) 7Lr M a'oa m (os« w 42) '§ `�a)Y�-„n-„`o CN Y m m.(2)47.....UO v o co) m 3 0 �.E c N a) .a) a) c N�a)oCEro-c`oroa)N L U a -c mY N 0 N= a .(a m to ` II Y C °oho'-Cai(�oarWCCD ° ._La „ tU (flea 7 Eprti N 'a a) 'D .E .0 aE O 7 C L" U ro Q L " 7 N> mom --s u 0E 50 ) c E N o c FPI) O a m C Ea) C (oN p_ ,�, N T ^^c, co >, T T E }O r tad O L T D ,y > y ro o 0 a) m t Y W Y 3 J `a E V O c Ta) a N Q> N W L (Yn O U= C O to Q) C v- ;LE 7.L„L NOU .c:0 • Lj,O,0 f6 7 D7 m tU « O tU U C 4 L 0 2' a) L' °C y U .7`. ON.. U O_ • 0 0 'a " 0 .. C V O °p,3j a)°�p)waoo(OEi w_ a) a.) a U 0 U ro> L C L -o a) C U r C O c N O a) C(U y 02 ac7p`°)io.N0°EL_vE o o U co -a 0 co 0 c-.)=-444- 3 co a) c o Na) a) 2.c c D o c 152 ` a) v c c a) W m ,�. E a a) a c L m ca �! w 'p a C Q3 3 C= C a 0 L C ma �.P3 aD o cla c >, >, m E a) ' c (U >, L U O G) C Q) a m a) ro .tn 7_ m a. c al � — a N N L C a) r., m �- -3p L ) E a O a) o a) C O N 0 v c a) anC'DaYm2a)0 con CONCLUSION/RECOMMENDATIONS d-+ 0) C a D) N ro0 ro a L a t6 a)` LO. .7 _Z "D m 0 C' 0 '� N O O C ro` N O v O O a to a) O N m ,� O Y co t O C X 7 �03 C('v m oN OE CI3a a�ito 3r .c al a)�U a)o�o p '_ .N„ > O O U N O E U O N o i 7 d 10 Ca) s co O'c ' O L N c m 13 N a) E o m <—) rnL cY rn CCI))) o ID E_� N') E N m . m m a x m E y •o FQ- .C U '.(Yn Z" 2) O a) a w c a) .t U (o O N O ro O co) 3 a) a) `fl U s - _ c_ (r -S a) _ E L a c ia 5 3 F ca. r d) L ` CD C O N la - ` C '— Q -C) o ro ° X D E -o.n O a) > co a) a) CO -O 0 v `- O Y� C O C N° o 0E o v a_c 3 a) m O -o oYw N 8 14-3 H jj `a)Yv�ycN °uLI roa'oma 0 m a) "" N -0 ro a) U a) a) 0 a) a) a) C T c T N 7 O L C Y t- N � Y L "= U O Y L L Y a C C a) Y co m O a ,„ 1- 'D m a.Y N«« L m a P. 3 D° p a) 3 N O L N 4... N O Q m co a) Y a) a) ca) r - -p t T O a) O v C T cof6 L p) . "O C C C a) C -aC c r ` rw ro m Y a cu c a. 'Y ai W CO L 7? 03 ul N U .N-- N 3 o) .n vcc o 0i c a) Oa ° U — C -*= C C 17') (� a) co m (� oaY 3� ac) E° N ra a) E v L E coNv o o a) o W EY E r C s mL ac-` m c W r c V D r o 0 a o 7 r -ca U o N O N aoc 2ro E�o� u0i aci 71-,co�- m` 75cUro O -C 7 O m O E a) > O . -t Cl) a, a) U N 1— D) d' ` ,m a O �N O O N cII 'D 'D .C 1-) a) >, - y23E o- a)2> c am Nn0 5m°'YE In a� C °I NO c 1/42 W Y o o O ov '-0 C O v o N E o o.� (oaa?r a) o c C _cLN N E a) E� =o„ -o I a) t o 2 4 o m IL- J rn c E c5 ,_ N r y tvii Y L Z o` ro C E d ro° O LO. O V L tom m O O ac C N W a) N U a) E >, ".0.- _ L_ Oa a) N E W�a,3 an a° �� Off« rnO LUroO L —r L`p c� N .c ..6 aL. o a L a) a Z o c 3 N �« p) 7 ro "' o ° o ro N N W a a) a) -� w u) ,.! a) Z' 3 (n .� a) a= L .-% N «+ a) L C N N L E (n 0 '- O L ro V O yL, m o a) .N, .- N L Y (U r m U° C> O O a) 7 C c ` QJ -D a) Y 172 r co 3 > ° �m ro oL U ,�-)ea) o°) D)o 13a) OD E O�L„ �76 Q m E (CL a ate'. c>44 vi -- �,c m �-- E >,0 c coo a)C cv 500°004" C _ m � O a) O O D) ` v U O C 1.-• cc) N U` ro a" C m C 3 c- a N Y O L- N -O a) (= > 4O U D" E U m CO > '„ > a) a) • • O C N L ea C 'O .' 0 Y C O `_ v°i a) v 4±-2 p N C 'O .N.. Q L ro ` (° e2 = a) as lU° a) 64) a) ate) a) 0 N `'" a)�EO cU-== ` 3m�o 3uiEOa L vs !D.:cc; O a) p N p, owNQ O O L N p I ` C a` E O >r— Cm �_ a) o a) a)a) a)d .Y r' tT Y a) Q a) Uj .QJ Q. �" N L ` Nj .c a E .C m _ y 2 m a) ce N N a) C N> ` tilt, .Y .- U N N U C` O tN N E D O O N. 3 ` C O >O 'Y �... CS U a O W X C Q_) L O C O o a E j W ce7 C >O CO ' D' a) in �' .n O~ a) oca)� °1Ea)oaEQ°Qa. a)a)Ea.X°)dm02YQ� X45, .. O` O a) U ^ ^ 'r 0 0 m m o N C O 0 Y O o7U°� co)cirv°'iT I T IQ,a%tu E2T T T U°) -�� T a) 2 ro Y N N° -5 O> a) -0 CD SU al a) mY 12O 3a L v O C V v a) («0 O O f- m m m - Q 0 N .C L E a' w Weld County Road 49/Imboden Road Alignment Study Recommended Arteri Weld County Road 49/Imboden Road Alignment Study Urban Typical Sections J 2 16- 2 E- o 0 v ULTIMATE OD w 'o CD to rftt %at Weld County Road 49/Imboden Road Alignment Study Rural Typical Sections D 2 z L6 - b a CC N N N cr w w 9 > J Q0 d O 2 v lx J W W > -J D �O lx W W -J > et0 (Jr co c e c ULTIMATE 7 kid Hello