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Home My WebLink About1.00 General Application Materials_PartHJanice Shugart 804 Faranhyll Ranch Road Glenwood Springs, CO 81601 Sundog Enterprises, LLC 840 Faranhyll Ranch Road Glenwood Springs, CO 81601 Bureau of Land Management 2300 River Frontage Road Silt, CO 81652 i 16 15 21 22 V 9 3S LLP 2604 W. County Rd 8 Berthoud, CO 80513 Bureau of Land Management 2300 River Frontage Road Silt, CO 81652 N NOTICE: According to Colorado law you MUST commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. the matters shown hereon are preliminary. The Applicant may make adjustments to such matters based on more detailed engineering or planning, including but not limited to the location, configuration and alignment of lot lines, easements, roads, trails and utilities. Such adjustments shall be subject to zoning approvals, but otherwise may be made upon any final plat without the necessity of amending or re -submitting this preliminary plan Pi 30, 0 a .7A� o)rolr 44 acres i -t— 100 0 100 200 300 GRAPHIC SCALE IN FEET 1 INCH = 100 FEET CONTOUR INTERVAL = 2 FEET 12 Oak Mea H�owners Association PO -Bo 1 ws GlerivVo-o4-ings-CO 81602-1334 Adjacent Property Owners 3S LLLP 2604 W County RD 8 Berthoud, CO 80513 2395-152-00-011 Bureau of Land Management 2300 River Frontage Road Silt, CO 81652 2395-164-00-957 Joseph & Samantha Casey 73 Beaver Court Glenwood Springs, CO 81601 2395-153-11-002 William Lee Roberts 57 Beaver Court Glenwood Springs, CO 81601 2395-153-11-003 Jason & Joy Love 5 Beaver Court Glenwood Springs, CO 81601 2395-153-11-016 Oak Meadows Homeowners Association PO Box 2115 Glenwood Springs, CO 81602-2115 2395-153-13-062 2395-153-13-064 Oak Meadows Development Corporation PO Box 1298 Glenwood Springs, CO 81602-1298 2395-152-11-014 Oak Meadows Homeowners Association PO Box 1334 Glenwood Springs, CO 81602-1334 2395-153-11-012 Bartholomew & Klimowska Obrochta 15 Beaver Court Glenwood Springs, CO 81601 2395-153-11-015 Roaring Fork School District RE-1 1405 Grand Avenue Glenwood Springs, CO 81601 2395-152-10-002 Mark & Lesa Russo 83 Beaver Court Glenwood Springs, CO 81601 2395-152-11-001 Austin & Rachel Schlepp 43 Beaver Court Glenwood Springs, CO 81601 2395-152-11-004 Janice Shugart 840 Faranhyll Ranch Road Glenwood Springs, CO 81601 2395-161-00-135 Sundog Enterprises LLC 840 Faranhyll Ranch Road Glenwood Springs, CO 81601 2395-161-00-137 Joshua & Laurie Taylor 286 Silver King Court Glenwood Springs, CO 81601 2395-153-13-060 ��\ \ The matters shown hereon are preliminary. The Applicant may make adjustments to such matters based on more detailed engineering or planning, including but not limited to the location, configuration and alignment of lot lines, easements, roads, trails and utilities. Such adjustments shall be subject to zoning approvals, but otherwise may be made upon any final plat without the necessity of amending or re -submitting this preliminary plan. w Lu v> M ; i a E • VN ZN o ° co Zuco �. o 00W 0u (nILI 0. W fn W N 10 zg Qz 03: am JzW Va00 (n m Ln �W as �z c7a 3a d� 3M z �o 66W F: 0 O; Ln I- N J r a d z �Z QO no t'1 U 0) ° Z�zz mF—r )-- ww L L1 > zz Qc�Cn w dS m Z m III U C-4 N 00 O N Ln CO M LLi cue o a z a w o O d o z a `V Lii J LU U 2 V) V) 3 N CV N N Z 0 0 s o N C pip M ' CC") d O z O � U Q w m Qm = m U 0 Q m z O V) Cz Lu Q w Ct:� Z MATCH SHEET P4 MATCH SHEET P4 MATCH SHEET P4 MATCH SHEET P4 MATCH SHEET P4 f I 1 I 1 I00 4' CENTERLINE OF 10.00-FT WIDE S 1°28'45" W 130.65' o o l V C' STORM DRAINAGE EASEMENT ool �ol� -30.92' -_. o _I48'9� 4= I I ^ /S2°48'9„W N927'4"E�\ I I o• � N25 p�0 � �-26.33' °- - -a � �ti . S� sr '51O° O , �° NATIVE OPEN SPACE 2\S sn PARCEL 1 I I 10.00, \ 2sn, �� 8 � � GL 1,455,299 sq. ft. z z ��b/R °' I 33.41 acres co / c�0o Op/ 8S S� , °��ti / �,�•�9s``� I I / 0 4 S 9°27'4" W \ \ a? 10? co` � 32.20' I -Ti } I m �S VLu 1 �� S 75°11'11" E \\\ S03°57'29"W T z / 22.65' LOT 68 I \ �� 121.23' a I I w co 87,355 sq. ft. z S1j° w w o I 2.005 acres 10.00� �z 8� CENTERLINE OF 10.00-FT WIDE 48�2"W I I of 0W.-) 0)I 2R 15I11 13�gA N286 9 STORM DRAINAGE EASEMENT 91'34' d II I m N 3236 Agz�� F� S11°48�2W 1j0. I I \ 2 2 50.391---- 0.- � iiI- (�I�I j w N\\ �6a, �/ N' LOT70 zl �� N5°39' �_�---��a�L14-_-L15---L16--- pC tJ\, o o� Qo Q\T-3 12,058sq. ft. N 56"E_----- - -- L17-°o Cnl, 1 PU\� r3 0 6' �, R0.277acres I I - - w'---------�- pw d'-\ 10.00' D 3 h \ O u, ----- z NoA rn, z o u? \ �Ico ��LOT O�oom� C) o?Om A=163512,243 sq. ft. ) to C) y 2 R=262.62' R� / \ SS V 0.281 acres �' � o iv �) \\ \ o vo �� ry z \ \ w L=73.5T ( \06 V 10.00' UTILITY I Z LOT 72 0 o A V v o m N� w\ C=73.33 \ EASEMENT (TYP.) 10,732 sq. ft. I Coo I o \ o, _ _ _ _ _ 0.246 acres v� o LOT 73 J \ U o w o J w N �cO \ w CB=N 76°38'6" E \ , \ J --_ - - _ _ - 13,067 sq. ft. / Cn ° o \ rr CP 0.m F-1 \ c3o \ z 65'6£ o m rr w w_ \ \ \ 8 \ I 9£ b 0.300 acres rn cn \ \ 10.00' \ LOT 69 w o _ � � \ \_ 11,295 sq. ft. A �� g9 99 4, 30.91' \ \ ti84° \ A 0.259acres \ �g�£to �_ _ 234�� / .�62� S00°41'27"W 102.82' N 88°8'52" W 1 \29, rn \ /> 1 _ - C,7 R, 0 \ N25 39 1 \ 28.70' I o6S �7.F „ �I / / . tip` 8� 8\ 7�s A> 1 \ 1 \ \I I I II I II I I � I I I II I �oyo N;V 03 O 00 o° x v m � I � o a, N o 00 0 m I cn / / I / / I / I / / \ I C� /4 I / I / I I I I I I 4 I I I I A / o � \ o c Yz' z� �� b t� - - L = goo vo` 152 r r o 5 g a -� N 76'53'13" W �� s e o o s 2 L986 L9 _ 6 ,� S i z 28.04' / / s gA L \ / / o° o° e - - - - -r • 4,� vo o O 10.00' c� �� o�'�/z /- cn �Asoo "0� a, \ w z N 57°59'11" W / / s / / o,.o° i w m \ o� \ \ < 34.13'\ / / C ° / / U) o A A o a V A LOT 74 ry / \ / / / oo m b \ �� \ \ 11,274 sq. ft. D O 15.43' / / A � / / / / 02 m - LOT 78 \ \ V 0.259 acres m c 1 `9 / / y/ / / LOT 79 � r 8,273 sq. ft. \ \ N 0 1 / q - 0.190 acres \ I I n / L8 / 8,417 sq. ft. BEGIN CENTERLINE STORM �30° N / \ � t I 3F =o) l ' I 1/ 0.193 acres 7\6I ,I DRAINAGE EASEMENT \ \ fit 7.7 LOT 67 ° o I - - - J I Na N00°42'29"E 106.23' \ &' 1 1- °12,839 sq. g-90 /ti 9°6'44N 0 -OD 0.295 acres/�.z N- i / / 7080, N• v I v of V N o „w / u)/ I �8 LOT 75BUILDING ENVELOPE (TYPICAL) / o o / DETAILA" I `o° �' N I 0 10, 04 sq. ft. o m 3 \ / y/ I °� O N O / LOT 80 ! °j LOT 77 I m m o _ 3 / I I c 0.246 acres q 8,567 sq. ft. o 10,019 sq. ft. z 0.197 acres V / 0.230 acres I W I I � If - - -- / 4 / /I/ 1 �11°10'06"W CO / �� S ' 5.60' v ��1'F M S28°� / rn /�If o / LOT 66 / / /� �� / / 7� o g837„ \ / / l� I N00°42'29"E 119.58' / 15,673 sq. ft. / / �n a o / 9 93 / o o A / - - - I ti / 7 18.50' / y o Ib 0 0/ = / 0.360 acres / / y o ti ; / 87, / w o o �/.Cl, / LOT 81 14.71' /" o / LOT 76 I / / Cb p / S78°49'54"E /w IN, p / / /„ o o ti 9,440 s ft. n 10,227 s ft. / o C / / q' so.88' w o° ti o / / q o / 0.217 acres o / w ti / ° / 0.235 acres a 10.00' (TYP.) / wo / ^ C" w C. / / I ro oAi 0 /Aj" � O 18. o S6, / W - 81F - ' / w v S00°42'29"W 150.24' w • /\ 2j„ / � v / / - `o ww o �� I �tV• / F - J / o / l / 128 \ zZ SANITARY b /W cb (° 13 1 / N/ / / \ 3,>, SEWER EASEMENT h W b w I / o. o � � (LINED HATCH AREA) ww ww I A)/ LOT 65 C. / / LOT 82 w Cb 15,511 sq. ft. / Q /w 10,359 sq. ft. 0.98' I tia �0 0.356 acres / / / O o 0.238 acres / �20 13 \ 10.00' UTILITY / / �� / N \S\,\ �2> DETAIL B N 20.00' EASEMENT (TYP.) / _ / 20 6 �S' F STORM DRAIN Wd S�� 12Li\l EASEMENT (SOLID (soLID HATCH) / q NATIVE OPEN SPACE n PARCEL2 N v /'�, / Ij 36 -- 60 Z m 30,891 sq. ft. 5.00' ; o C�ASEMFNr�� 0.71 acres (TYP.) / /7 V o // / LOT 83 10,632 sq. ft. ' p2 v 3 0.244 acres � EDGE OF SANITARY I �,� '0 �2 \ LOT 64 \ ��' / y° ��39, 20.00' SEWER EASEMENT �D N 59°20'07" W 92.32' � \�S \ / /i� � SANITARY SEWER � 10,093 sq. ft. \ /°w / \F moo' ° m \ sp, 0.232 acres � 3po 7Qll EASEMENT \ (LINED HATCH AREA)/ p w� 5.00' STORM DRAIN 2 // / s- - t� M o `�ri /// EASEMENT C p , C> o�� / 72S / .� (SOLID HATCH) IA V LOT 63 \ wo w� �� // s.28, ar5o° E 'S9, 00 C. 10,093 sq. ft. \ o / / ' 6y o° o° / LOT 84 F t \ 0.232 acres \� \ /,� ;'o`'° 10,632 s ft. t \ e° ,a °° / \ q' NATIVE OPEN SPACE ---------- \ c) o / 0.244 acres / PARCEL 3 47,303 sq. ft. \ 5.00' STORM DRAIN 1.09 acres EASEMENT \ ji/ / \ (SOLID HATCH) 6 LOT 85 2� \ 10,164 sq. ft. 0.233 acres 3Q,3a'S LOT 86 \ 6� 61 s�6° o y3 6q 10,825 sq. ft. A o�p2 5 0.249 acres S26° 5a. / i 10.00, LOT 87 UTILITY 10,375 sq. ft. EASEMENT / \ 0.238 acres (TYP.) C o _ N�\� SZg°63p2� �,n2"E N j n �C,w G O G%w m ° ��Oj ol 00 �0 �0 NN o 0 3 1-3 C� �i O G O O O �N N 0 -n n C? o \ a��or \ e0-G019 o< &091 60,05 ,,4e GO $16p2 �29a \ 0, '50*12SP��95' \ P Q . Noon \ Geer \ MATCH SHEET P4 MATCH SHEET P4 50 0 50 100 150 GRAPHIC SCALE IN FEET 1 INCH = 50 FEET END CENTERLINE STORM DRAINAGE EASEMENT S00°01'02"W 438.63' NOTE: UNLESS SPECIFICALLY DEPICTED OTHERWISE, BUILDING ENVELOPES ARE DEFINED BY THE FOLLOWING SETBACKS: • FRONT YARD SETBACK (FROM SILVER KING LOOP RIGHT-OF-WAY) = 15.00 FEET • REAR YARD SETBACK = 10.00 FEET • SIDE YARD SETBACK = 10.00 FEET • EASEMENT SETBACK (FROM ANY UTILITY OR STORM DRAIN EASEMENTS) = 5.00 FEET C7 Roaring Fork School District RE-1 1405 Grand Avenue Glenwood Springs, CO 81601 eo\NreCs ,�3gR \ do`ris Moto e,a 5 GO \ \ QO g xo d i G&en.N \ i LINE TABLE LINE BEARING LENGTH L1 N 16°34'34" W 5.50 L2 S 73°25'26" W 50.00 L3 S 16°34'34" E 33.16 L4 N 69'35'14" W 41.85 L5 N 56'17127" W 3.93 L6 N 80°24'6" W 17.51 L7 S 77'14'45" W 62.22 L8 S 6°34'51" W 9.45 L9 N 13°23'38" E 17.69 L10 N 4°14'8" W 36.19 L11 N 16-4713" W 19.29 1-12 N 2°39'32" E 44.42 L13 N 25°34'4" E 13.52 L14 N 10'52'53" E 29.82 L15 N 2°6'43" W 32.58 L16 N 3°37'5" E 34.34 1-17 N 0°16'8" W 29.86 L18 S 89-17'31" E 12.27 DETAIL SCALE 1 INCH = 30 FEET DETAIL B 20.00' °�85�F�� / STORM DRAIN i�?0 So 04%" �SFMF °Cr EASEMENT ,NTH J ��V (SOLID HATCH) cu T Aj LOT 83 10,632 sq. ft. / ., 0.244 acres EDGE OF SANITARY yQ3 20.00' SEWER EASEMENT SANITARY SEWER / N 59020'07" W 92.32' 7;1 EASEMENT / / 05 (LINED HATCH AREA) / `N�o°\S� 5.00' STORM DRAIN �o EASEMENT (SOLID HATCH) S 38°42'50" E�'6 s69' 6.27 LOT 84 5 10,632 sq. ft. NATIVE OPEN SPACE v v 0.244 acres � / PARCEL 3 47,303 sq. ft. +a, \ \ ,/,%5.00' STORM DRAIN 1.09 acres JS9% ` \ EASEMENT (SOLID HATCH) LEGEND YELM Brass Cap, as noted OFound Marker, as noted • Set 1-1/2" Aluminum Cap PE&PLS 28036 0 0 50 100 150 GRAPHIC SCALE IN FEET 1 INCH = 50 FEET CONTOUR INTERVAL = 2 FEET DETAIL SCALE 1 INCH = 30 FEET DETAIL A c� / I LOT 80 Cj 8,567 sq. ft. 0.197 acres M / 46 C i �-S11°10'06"W 5.60' N N S28o M 48 �. 18.50' \� ti i 14.71' S78049'54"E j 90.88' / / M jM Z , SANITARY SEWER EASEMENT (LINED HATCH ARE) / 0.98' i CO CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C1 178.00 376.96 27'0319" N41°07'01"E 176.35 C2 446.02 276.96 92'1613" S08°21'19"W 399.36 C3 137.23 445.13 17°39'49" S28°56'53"E 136.69 C4 20.41 50.00 23°23'04" N60°24'39"W 20.27 C5 81.65 100.00 46°46'46" N72°06'30"W 79.40 C6 27.55 20.00 78'55'19" S56°02'13"E 25.42 C7 81.87 135.00 34°44'46" N86°57'37"W 80.62 C8 66.14 285.00 13'1747" N62°56'21 "W 65.99 C9 69.43 165.00 24°06'39" N68°20'46"W 68.92 C10 81.37 315.00 14°48'02" N87°48'07"W 81.14 C11 61.29 465.00 7°33'08" S81°O118"W 61.25 C12 31.59 275.00 6°34'53" S05°41'34"E 31.57 C13 34.46 300.00 6°34'53" N05°41'34"W 34.44 C14 37.33 325.00 6°34'53" N05°41'34"W 37.31 C15 29.02 50.00 33'1524" N30°01'20"E 28.62 NOTICE: According to Colorado law you MUST commence any legal action based upon any defect in this survey within three years after you first discovered such defect. In no event, may an action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. u,u IA •E jU) E° Z° Uco i'" W ( �u LAI> Z 0 (n �0: WN W WN Zo Z (Dz QJ zW am W Uas a0, UI m a O� �Ln � W ao Viz ° a. Z °o W 1-:Qz n Lj WJ Na In Z N a � tx IQ0 ISO VV M0 �zz w z W W > rz Qz z dS m � Co Co >z Co U C-4 C-4 M N 0 00 M M a c LU z a U 0 Cl- o G z C M Lu J LU 3 = Q CO =m U m z 0 w LU 0 w0 o�z IV O� / / Iz co CDIw 02 N I N � OICA I° co w. I� S02059'12"W �2295.61' / nNO C 0= ZC/) M O z z M MO O O= Z 0 Z\ n W O > 70 m 70 z 00 CO o w W T \ \T \ -n O \ O w O wC T Oz0 \ V m N Z n°o < Z N M co O m 7 m z 00 m N00°41'27"E 1325.86' 34.49'\ � N °' 4o° 60 -po \(51. \� . o \� m z z oo�lo �11N wl I N 00 I �1 I I >< V Cp I � /Cp /CN �O II II I v II II 0) (AI Jrj ''ij NATIVE OPEN SPACE PARCEL1 1,455,299 sq. ft. 33.41 acres I I I I Iz�� IIN IN Jai- I�� Ilrn I� to I� I11 I I 1 I o l� D q,P j7,o M m 00 V o m m mX 41O O 0 _ 79. 96' GJ _ / Cb4 / G' o ___ ---�-- R=201 Op° —�r160 / 0�" / o Op �BZ._=SZl 3«�S�Zi�°9pS = $=22°32.` _�\ w�5222 � //��° /• / �5 pp/% — _ _—= _�— R 68 000' 0 \ \ R�45 0p 3�93 — �1�0 l//�g� �1.��° p m �l'SZl 3 �c, Z�i.90S D=22°47'32•, 3s"�y s� °55' — _—� _—S05°09'05" — --- =Z Ogp�°�� / // 0 2 34» W 116.44' 0 9 /�� o .9Ro5j5:0!�9.6r-� PRIVATE DRIVEWAY j/�/� � D D=10°55'3q"--,—__S_05*09'05"W�6.44' — ZJugo�� 00 m E: m m m � o � O o two E: / /f I i . 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•\ \ \ 12,05$gq. ft\ -6835- / Inc \ I I / --- - ---- -- ---_ \ - \ \ O:a77 acre S 11fI/I/%/'/'/''''/'// 11 '' ' \ \ \\\ `\ \\ \ `\ ,� f _ I / / I I I I I l \ \ \ \ \\ l / I ---_-- \ - --__- \\\\`\\\ Y -b 1 I 1 V v A � /---_-_-- A AVA 1A %+ I I , I I \ 10,3\59S ft. / _ //,,///////�/�,///,/////11,,/, ////// ///, /// // , I �/ /'i/, ��//^\ \ \ \ \ ♦ \ `\�- l I\ / l I 1 \ \ 0.2 acres / / 684 _ ' i / / / / / /iii �' j % i i /'% i /'i iiii %iii / / i i ' i % i iii \ \ / / / / ,��/ \ X \ \ \ ♦ �! _ _ \ 1 \\ ` ' \ - LOT 83- - \ /z //////,/%�/;; //;,'i/�/;///iiii iiiii�/ii%iii \ \\ ////// /• \ y \ `\ `\ `\ \ \\ \ \ \ 1 �I�I r \\ \\ ' - / \\\\\�\\\\\ / \ \- �632 q' - \\ \\ �\\\\ � ?' --___-- // / \ \------------- 6 \ 0.244acr� LOT 69... 1,295 s ft. --------------z,-- ,' q• 0.259 acres � /� / / v Av vvA A _ I � ♦ 0 __---------- - - \\\ \ I 'z-- /v685p LOT-84 ��v vvv` vvv / �v i/ ♦� 0,632S ft. V I/ I L 8 q• 0.244 acres 0 � ----- v I I I �v •ts ♦v - -- -------- \V �. \ 8"-----------/ 1A\ �� I Y\\ \\\\\ z\�A\ '• \ � / --- ____-- z _ -- A A `-� _ V A - VAAAA A 1 II \ I � -, / A A V A � � -------------------- -f LOT $�7 A A A 8 \ z V vvv 1 I, --- A V I ------ \z --�-- q \ r7 S a \12 ft. \ `\ --' ---------------OT _ ------------------------------- 0�2J5 a re `\ \\ \ \\ \ f / LOT 8 \ - - V V A V A AV 1 I I v I 1 V A A v _ - _ --- v vvv v 0.233 acres \ \ \ \ I 1 1 1 \ \ \ -------- - - I \ \ 10,164 sq. � 685$ -` 11 i 1 i i i 1 `A v v I I v I I I yfl I /� v `v v v °`♦ -LOT 68 --- --- - _ , \\�------------------------------------- --8Z,355 S ft.�'�------------------------------------- -q 40T6fZ `-68 ------ 6 S------z / '` \ \ 5-- 2.005 acres--_ -------------------------- --- � Y 11 \ `\ \ \ `,� �, - -- � ,' � \ `\� `\\\\ -_ __ \•�\\� III \ \\ \ - '----- -- \ \ 6�aicreS -_- _-_-- \` � � _ -- \``�� \\ \`\ r ♦ \I 1 111 \ \\ `\ \\`♦ \ Y \ \ \ I _ \ _ - 1 I 1 I \ \ \ \ \ \ \ --- -- ------ _ \ __, 6' \\ `\ ` -__-- � - - �� '�� '�_ __ - ----_ ``------------------- _ - ---------- `_--___ -- I I I I I I I I 1 \ \ \ \ 1 1 I \ \ \ \ \\ \ \ \ \ \ \ \ \ \\\\_` -------------- - - \ \ \ \ \ \ --- \ \ \ `n "- \ `\ � ` \ - � - - \ 60--_ \, \ \\\ \ 1\ I\ ♦ \ \ "",-"'---------- - -- ---__ \\ ` \ 8g _ 0.356,acreS--- / \ \ S�` /� -LOT 6 ,I,acres _ x v v v v v v v "----- -- v` `` v - / ---z--------- A - vv v` v`` • n ` -/ /-------------- \ LOT 64 - - v _ \ Q232 acres '---- --- - - - \� _ `\ `\ \\` ` ,�c \ \ \`\ \ `\ \\\\\ \ \ \ 69 - - - \ 00 \ s I' \ \ 1905 - - /' �' \ /'� ram' ``�___ `\ \` ` ` �� \ � \\` \\ \ �� -___ _________- \ \\ \\\ I \ \• \ � __________ \ -LOT 63- _ - \ \ 0� - _ - \ i i i LOT \ 10 37 ----- - \ \\ _ _ - - v \ \ \ v - - v - -- \ v ♦ \ -mob' \8 --------- -- 6 v ---- ,'----------- _ _ _, � --- _ -, `v _ v` v`v`v vvv v v vvv � v \ - -- ----_---_---- - - / -------_____ _ ___ _ _ - ---- -- - \ ` v _ v v A y v ___ A (/ ---/�------------ vl I v vv ` - - - _ ---- :` / v 68 cA v v ---- --- ----------------: i ------ //-L�' Jam=_==_ "`� - - ' 1 A V �`wv 80v. _ -- 6920 ` �\ \ \ \ \ /--_ `\ `\ `\ `\ \ `\ \ \ �___ --_- _____ -___ �� --\ ��_ _______ �� _______ _____ %�"" � 1 I I Imo' ____________________ ___ _- ______ --_ _ -_ �� \\ \\ `\ \`\\�\� / 1 I •\ \ \\ \\ \ �, \ ` \ \ \ \ \ \` \\ I ---------_ - --------------= -� �� _�__ -_ �� \ `\ � \`� �\ \ \ --- \ \ I NW I I I --- -- - -- v-' - -- - -- - _ / - g/ 2 -6 \ \ \ \ \ to 9 3 0 / \ �-_-___ , / -__-------------- _ - -_ � � _- � � IIII \\`\ -s II I- w LL r • V`� IZ 0 U Co >. 0 W 0u ? in wU) WN �° z0 'Q� zw am W V� a00 N Ln O� �2 �W as �z c�a 3a d� 3M Z °o � °� W c� o I- N J a 'QU �a t'1 U zzz w z W L1J > (z Lu dS C7 cc m ZZ Co U IJJ Q t] U IL 0 m o C4 O lii LU J W U 2 In In m � Q m = U 0 m < z O V) Cz LLJ >O � Z 6890 6880 6870 6860 6850 6840 6830 6820 DATUM ELEV 6890 6880 6870 6860 6850 6840 6830 6820 DATUM ELEV 6810.00 4) Lo V 00 CO O PVI STA = 0+63.91 PVI ELEV = 6879.74 A.D. = -3.08 K = 19.00 PVI STA = 3+00 PVI ELEV = 6860.86 LOW POINT ELEV = 6852.30 LOW POINT STA = 5+12.58 PVI STA = 5+37.70 HIGH POINT ELEV = 6860.79 HIGH POINT STA = 7+25.04 PVI STA = 7+14.34 pvi FI Fv = aRaq nn 00.00 v(, i v i K = 26.00 A.D. = 13.05 A.D. _ -13.76 PVI ELEV = 6850.53 m K = 17.00 K = 9.56 A.D. _ -2.24 PVI STA = 10+80 + co m 76.82' VC K = 12.00 PVI ELEV = 6838.59 221.77' VC 131.50' VC A.D. = 1.82 U m oN CD 26.88' VC K = 25.00 N M o h 00 45.55' VC m m M O cc (6 W co N O O ® Lq V a1 O N Q II W W N M CO 00 7 Lo M Il- Lo H U U U <*> co + 00 + co > a > > m m W U U vi ui (n U W U (n W U U + c0 � °' `° rn pV0 co N f` °r W W > j m m W W U U Lo p 00 U (W.) cn + c') -4.920 m m m U w -4.9 ---- --- -- % w w --- --- - ---- --- -- o_ -- - -- ---- ---- - - -5.76% - - -- --- --- - - --- --- - -- --- - O . O N O h h n V N (D h 00 (D N N (D h CD . (D N O (D h V . (D N 00 (D N � (D (D � (D h O . N Lo V N O � 00 d7 0') d7 00 N d7 00 00 O (D 00 O 00 d7 V CD � M O M O N CD Lo (D O O . 0') V (D O O (D CD I� (D � 00 � � M N r- h V O 00 N h 00 (D V In 6 � N CD (D CD (D O (D r- CD CD Lo O V (D CD M In N 00 CD h O O 06 O L N O V O O CD M O O h O V 6 O 00 h (D CD M N CD O� O OO I_ I_O Lo ISO V nO N nL nM 0) MN 00 MO (D M00 In M^ (D V M� (D (D M M� MN (D (D O M� O (D In 00 d7 1n Ln (D 00 ln^ Lo In Lo In V CD ln� Lo M Lo lf)� Lo M lf)M _ Lo lnM Ln lnN Ln lnN Lr) lnN Lr) lnN �N Lo N �M Lo N Lo ln� V �� Lo Lo Lo ln^ Lo 00 1n O 00 Md7 Lo MO Ln (D MO MO (D O MO (D O (D In I- d7 1n Lr) (D 00 BCD Lr) In Ln ln� Ln V ln� M �M Ln N Ln lnN O Lr) ln� O �d7 Lr) I- �00 In BCD V �� N �M O �� m MO I— MO Lo M^ M V M OMO M M M ao 00 00 ao 00 00 ao 00 ao 00 ao 00 ao 00 ao 00 ao 00 ao 00 ao 00 ao 00 ao 00 ao�25 00 ao 00 00 00 00 00 00 00 ao 00 ao 00 00 00 ao 00 ao 00 00 00 00 00 ao 00 ao 00 ao 00 ao 00 00 00 00 00 00 00 ao 00 ao 00 ao 00 00 00 00 00 00 00 00 00 ao p0 ao 00 00 00 ao p0 ao p0 ao p0 ao 00 ao 00 ao v p0 ao v p0 ao v p0 ao v p0 ao v p0 ao v p0 ao v p0 ao p0 ao p0 ao 00 ao 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 SILVER KING LOOP PROFILE [STA. 0+00 to 11 +30] HORIZONTAL AND VERTICAL SCALE: 1"=40' LOW POINT ELEV = 6852.30 HIGH POINT ELEV = 6860.79 LOW POINT STA = 5+12.58 HIGH POINT STA = 7+25.04 PVI STA = 5+37.70 PVI STA = 7+14.34 PVI ELEV = 6848.86 PVI ELEV = 6863.00 PVI STA = 9+30.83 A.D. = 13.05 A.D. _ -13.76 PVI ELEV = 6850.53 K = 9.56 PVI STA = 10+80 LOW POINT ELEV = 6825.84 K = 17.00 A.D. = -2.24 HIGH POINT ELEV = 6826.05 PVI ELEV = 6838.59 LOW POINT STA = 13+60.85 LOW POINT ELEV = 6821.35 221.77I VC 131.50' VC K = 12.00 A.D. = 1.82 HIGH POINT STA = 13+99.47 LOW POINT STA = 15+16.97 PVI STA = 12+98.41 PVI ELEV = 6825.10 PVI STA = 14+40.38 26.88' VC K = 25.00 PVI ELEV = 6826.52 PVI STA = 15+07.97 A.D. = 7.18 PVI ELEV = 6821.11 K = 24.12 45.55' VC A.D. = -9.00K = 11.69 A.D. 10.00 = CID IT o �! 173.12'VC K=3.00 co � co � w O cl�r- Lo 105.18' VC + � � (o cl�r- _ N m 30.00' VC ai (M O00 O 6n W t 00 It n L6 O U U L6 U U m m rn co N v, ^ oo N r> t 00 N N [0 m cli W W 00 L) U ;� ;L 0000 Q M 0000 O m mla > (D O U LLI U W N co > m U ? > m U w W N ua W U (D > m ui p - - - 3 -5.76% M W - - -- --- - -- --- - N OD co LJ - --- ----- --- ---u 70 00 OO co Lo L(i lf) 00 0o O co 00 O M lf) � 00 co M O V m 00 M lf) � co co M O �� M lf) Lo co 0o co co M N lf) Lo co 0o co O V CD M N lf) co W M O ON M N lf) 00 W M co MO Lfj N lf) Lo 00 co co (D OM 0) N N lf) Lo 00 co co (D co t M N lf) L 00 co co O V 00 Lr) V lf) L 00 00 co O MIS M Lo lf) L 00 00 co O O 1� 00 lf) L 00 W co O 00 L() CO O co L 00 00 co (D M N� I� O O � 00 W M co OM O O M 00 W M (D NM � O O M 00 co co (D co �� O O co M OO co co O 0) O lf) M 00 co co O MO N O � lf) L 00 W M O M� O CO (D lf) L 00 co M co Ln(o O Lo M lf) Lo 00 W M (D t` (0� V lf) Lo 00 W co (D �� M M lf) � 00 W (D (D 00 I M N lf) � 00 W M O M (D� N O lf) Lo 00 W M O NM O V Lo 00 W M O 1� (D� O h V � 00 W M (D mm Lo CO V � 00 co M O NO Lr) M V V � 00 co M O �O O N V � 00 W M O MO M M O V � 00 W M O 1.- O� O co � W W M O V r- O co co W M O O COO � CO Ln co M W co M O M (D� 1� V co M W co M O (DM co M co M W co M O CO (Dco N M M co co M O Ln� co M M 00 W M O M� N O M M W W M O 00 O N M W W M O 0) c0� I- 47 N N W O M O Ln� 00 CO (0 N N co W M O O 1� Lo N N co W co O O C? N V N N CO oO M O M O� M N N N W W M O V: co co N N W co M O O O L6 V N N W W M O 00 ON (D N N W W M O O� D) II N N W co M O O COS M I` N N W co M O N� W Lo c0 N N W co M O M cc Lf) 00 N N W co M O NM It 00 N N W co M O Lr) N I- M N N W co M O 00 (D� N N W co M O M O N N co W M O � O N co (D 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 SILVER KING LOOP PROFILE [STA. 4+00 to 15+48.55] HORIZONTAL AND VERTICAL SCALE: 1"=40' EXISTING GROUND SURFACE FUTURE 12-IN DIA. ADS-N12 CULVERT WITH MIN. SLOPE OF 2.0% TO BE INSTALLED IN DITCH AT ALL RESIDENTIAL DRIVEWAYS AT THE TIME OF THE DEVELOPMENT OF EACH RESIDENTIAL LOT. 50.00' 26.00' PAVEMENT 2.00' ROADSIDE STORMWATER DITCH: PAVED 11.00' LANE - 11.00' LANE SHLDR DEPTH OF DITCH FROM EOP: 2.08' ADJACENT TO RESIDENTIAL LOTS. 1.15' OUTSIDE OF RESIDENTIAL LOTS 2.0% (TYP) 2.0% (TYP) / 1 3HOR. --- -- -- ----� - -- -- - - -- _------ z VERT \/�\//\//\� \ / � \j\\� \//�//� ,III=III III ,III-111, 111-III-11L=J1L-111=11 L- I-III-III-III-1 i i-i i i-i i i i i-� ��-� � �_• • -"'-- - - "-- -i i i-� ��-i i i-i i i-i i i-ill=III-III=III=i i d l l=i i i-III. i i i...11l iTi I I hm-FH�I l l� 3" HOT BITUMINOUS PAVEMENT INSITU SUBGRADE MATERIAL - SCARIFIED, MOISTURE TREATED AND COMPACTED 10" AGGREGATE TO A MINIMUM DEPTH OF 12" BASE COURSE GARFIELD COUNTY RURAL ACCESS ROAD TYPICAL CROSS- SECTION SCALE: 1 "=4' 2.00' PAVED SHLDR 3 HOR. 1 ON a Lu Lu Lu Ln M � O � t� ct Q� I t� WJ c O •� .� h-�-I • V N N � o zO Uco iL.I -- W U LA^� Z � WN WN W J° Zo QJ z Z �z am w w Uas UI m a O� tAW QIn o Viz (9° �d M Z 90 W F O z MQ I^ NLIJ W -j ' a z N a IQ0 �o VV m0 Z,.rzz Wr n )__ � W W L1J > Q rz z z (D w dS oa W 0 oa W LLI Lim O N II o CV L Li J Lu U = V) L/) w � w m Q = m U w aEn Z O w w Q 0 w O a�z \\\\\ I I I I I I I ,\ \ I \\\\ 1�\ 1 1 I C I 1 1 1 1 1 1 1� 1 \ 1 11 1 1 1 1 1 1 1 1 1 1 \\ 1 1 I I I 1 1 1 1 \ \ \ ♦ --- � �� I I ♦ I �� I, � t � V V A A I I I 1 A 1 1 I I , A A V A 1 1 11 1 A V A A I 1 1 1 1 1 1 1 / 1 A V A ` ` V ` \ ♦ ` 1 ♦ `` ` ♦ v A '/ ' VA ` A I 11 1 I I I I I' \, 1\ V 1 V 1 AI I I, 1 1 VA 1 IIII I I III I I 1 \ I I 1 1 1 A V A A A v v ♦ � _-_ A.., �_ � '/ � `\V`A\VI I I I I1 1\VA ` I,I111,11 VIVA VAAA VA VA AAIIII, 111111111111'I'1A1'A\11A\\VAA\I I IIII\ \I �,I 11 II I A A A\ \ V A VA\\VAA\VAIIII I I A\V A1A ` 11 '1A1V AVAAAVAVA11 1 1 111 I IIIIAVA I I I II / A V A A v� ` ` ` `v ♦ vv A,,, � V �_ �1 v ♦ I I -' / I/,/ /' ___--__ `_� \VAAV\VAA\VA'IIII II II I'1,'V1A \ II 111\VAAV`V AA111 IIIA\V1 1 I 111111111 I11A VAA1AI I I1,,A 11 I A A v v ♦ A ____ '\`\ -,_ 1 \V I I /'//' \\\\\\\\\ \\\\\\\\; 1 I II I � I II II II 1 i \\ \ 11 \ \\ IIII'\1`I" �I1111\j j111111111111111111 I\1\'\\\1\\I1\11\\11'\1\\'\\\(,'IIII\\I\I\IIII\\'\\I I\11\ II II 1 III II II II i ,l \'IIII 111� \\ `\ `\ \\ \\\ \\\ \\ `\\ \\ `\ `, `\\ \ tS\ �\ � \\ \ `\`\ ,.. _\.�\-- 1 1 �`�•`� �__ \\ I I -/ ,'' '� ` ,/,'� /%/ ,'//�- \` ItA `AV A A �\VA \ V`AVAAV A VAAV A 1 1 1 II I 1 1 � II I II , 1 vI II I II I I II II II � � I II II � II II II II � II j II I I I I II II III i i i 1 I 1 , A 11\ \V A'I A'V A A A �', A A A\ 1 \ \1 A\ II 1 A '\ 1 A 1V AV A \\�, I '\� � `v ` \\ V A\ \\ \V vv V ♦ v A � � v /" _ 1 - / - �VAAAVA`�\\VAAVA\AAAAV'1,111IIII III 1111111111111111111111111111111111111111'V1 AAAIAAAA\VAVA AA\ \\�V ` ` \ v A A ` ` ` /�`v ` 1 V v�_, zv A �� //�♦ / '/�'', A v V AA A A V AV \\ V AA V A VA V A V 1 I I I, I I I, 1 III III I IIII I I I I A I I I I I I I I I 1 1 1 1 1 1 1 1 1 A VA A A V A A A\\\ V A A A A A\ A A I 1 v v v A v A z• v ♦ `v `v ♦vv v \ \�v / A � A l -- � VAAVA `VAAVA � V A A V 1, I I I I I I A 1 1 1 1 1 1 1 1 1 1 I I I I I I I I' I I ( I I I I I I I ( I I I I I I I I I I I 1 1 1\, A A A V A A l\ 1 V A V A V A V A I 1 :1 v v ` ` ` v ` V` V ` v v ♦ v � v v ♦ ♦ ♦ � v�, � �� / / v ) /,/ -_ _-__ v v \��VAAAVAV��VAA`AAA\AVAAAVAAVAIII IIII II AV IIII IIII IIIIIII II111111jll (IIIIIII jI III II IIIIII I11111I'I\11AA1\VA�1\\VAAVA V\ `\\VIIII � V A \` \` ` A\ v\\ \v ` \\\ vvv A` ♦�6' 'v `v v ♦ `v vv \` v I\'��"��`� --''_I �jII II II I11v vvv \V I OS 6�p� '% ♦♦`iIV'/ii/'//' '� /'� '`�� vv \VAVAAAVAV\ VAA VAA \ VAA VA V1I I I I I A I I II I I I I I I I ( I I I I I I I I I I III111I I 11 ' V A V V \ A I I IV A A A A A V v v V v (Q� v `v vv V �,'I V A - _ I III vim` y // , v __ `v \ V A AAV A A` �VA A AAVAAV A VAAV AAA�VAVA'\ I � II II I 11 vv\ I 111 I � II I I I A II I I I I I I I I I I 111 � I II I C I I I I I j II II I II 1 I I I I 1 I I I I I I I I 1 1 A A A A V AV A A A\A I I I I�� A A A A\ `\ `V A V v v AV v\` 0.v `v v � `v vv ` `V ' I V 1\ � -� �' � I I� I I I I ♦`v A v / /1 %' i ' , ��- ♦v I AV vv vv vv v VA �.. `.. 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