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HomeMy WebLinkAboutVail Village Filing 5 Block 5A Lot P3.PDF �",' ' v � TRAFFIC CONTROL PLAN �� � ���' ��`� `Y � �,; � tOCATION: Hanson Ranch �d. & Vail Valley � �'�� � Vail, Colo. 4 W � �""' - 'DATE: 3/15/04 (Revised 3/19/04) l��`�� „ _.. ._ .�, k..�� FOR: Hyder Construction �-��-� � � > BY: United Rentals Highway Technologies Ph: 303.922.7815, Fa�: 303.922.5433 LEGEND Sign spacing - 100' min.s , — = as°WARNING SIGN MH T #1 �,� ' O = DRUM/FLASHER ` �� • = DRUM �, ���� �� ���� �. h = VERTICAL PANEL/SIGN SUMMARY OF C�EVICES: ��'�'��d��� � �`` ��� � _ ��� }�,..�,::a��:.��a,� w§�-�� a� ��g ���'� __ � 0 - ARROWBOARD TYPE-C � F,3 F4�'{1�.� S 3 \ R. y�l`�i.../4 L^':� ��c�'..�� ➢ �0. t � p�+ ��\� = WORK ZONE 2-ROAD WORK AH EAD �-� � = coNE 2-ROAD NARROWS � =VERTICAL PANEL Gore Creek Dr. �� „ ... .. ... ... . ... ... .. ... .. .. ......... ........ � _ 1 � I z y� �y � ➢�'70 �� � • • m o y cn U ; : oFo ��� � �� o i r . N ��6 �d d� ` � \ � � � ; Temporary Fence. �td• cr , Na�son�°r o � � .��`�\ ••'� � � � ���`. :•'� 7 ..�'��� �•'� � ' ;��.>�' ;.�'� 7 . R�i\`�ii����\�� ���.\ V�.�.���.�..�.;;r�� \ ,����� ii\��i��\:.:.�:..�\ `:'�\\,i��� i ... . N i , ��aJ * `� Note For temporary street lighting a see site access and staging plan , � in the construction plans. ** All Traffic Control Dences to Conform to M U.T C.��. NOT DRAWN TO SCALE i _ � . „ i ' �� ., � TRAFFIC CONTROL PLAN �R�� _ � : ����'��� � SUMMARY OF DEVICES. - ,'� ��� LOCATION: Hanson Ranch �d. & Vail Valley Vail, Colo. w � � ,��� `DATE: 3/15/04 (Revised 3/19/04) �° 1 -ROAD WORK AHEAD - � FOR: Hyder Construction � ��- � �� �, .�.��,.:� =..,� BY: United Rentals Highway Technologies 1 -ROAD CLOSED AHEAD ', Ph: 303.922.7815, Fa�: 303.922.5433 1 -DETOUR AHEAD LEGEND — = 48"WARNING SIGN M HT #2 2_FLAGGER SYMBOLS 1 T III W/ROAD CLOSED O = DRUM/FLASHER • = DRUM ; DETOUR RIGHT h = VERTICALPANEL/SIGN 3-T I I I PLAI N � = ARROWBOARD TYPE-C 2-FLAG PERSONS w/RADIOS �� = WORKZONE � 2-KEEP RIGHT � = CONE . ��.� \�;.��� n u �C.:: ��\� ��:.�..�� R' Q� 20-36 CONES ���\�\\� �\� \\�\\��� \\ ���\ . �� \� � � �� �� ��\, ��\ \ ��\��\��� o �.\\�� �� � \`� � � A myv v�� \��� ��\�\�`� �,�;`,�� ��. ���`�.� .: ���\ .\��,�� � �. � ��. .� . v .��.��., ����\�`��\ ` �� `�; ����;'��.' , � � � � ...`:�. : ��.,��.� ���,��\�.� ��� � .� � , �..����\�������\\;��\\\\�\���\\�j,�•. . � ���\\:\�,�,�`o,��\���\`�� �\� �\\,��� ��a,°� \`� ���������� �::�.�� \ � . � \���� ����\�� �� .: � ��\\��\��\�;\\�;�\�.`��` � ���\�� .`•.:`�`�\. � ��\\��������\��\�\�. \�'���.������\��\'...��... � � C\ \\ �\ � � � \�\\� .�`::.\��..�\���:\\. ;.�\��v.,..���. \\���\�\\\\\���\\���\�.:\�\�� � � .. �� ; �•� • — � � - Sign spacing - 100' min. _ � =m �� � � Note* Gore Creek Dr. Will be .: o � o L ; ; �� =o a �� U : opened to traffic during non- °6�0� ��D o,� °�° � ; working hours. d ►- : � � � - Out-bound Gore Creek and m-bound Hanson Ranch ` , �� . traffic will use Hanson Ranch Rd. � � ��� � The flaggers will direct traffic 1 � � � ' : . � as needed. m� � .� `' � o . � s � ••• � � °" � N ��• u� � . ''� Gr� �� °L � •' U'n � � . .••'� '(�� � m 7 � ,,. Na�so �,�� _ .• s � � ,. ,,, � • ,.••'' 7 i ti.... ..�•' .. ........................••• � �a� , `,� Const. Fence ° ` � O � ** All Traffic Control Dev�ces to Conform to M.0 T.C.D y NOT DRAWN TO SCALE - � TRAFFIC CONTROL PLAN �� �� ���°°�� t ,�+.���„'+#"�,.,. LOCATION: Hanson Ranch Rd. & Vail Valley SUMMARY OF DEVICES; w �������� Vail, Colo. ��;,��.� �ATE: 3/15/04 (Revised 3/19/04) , �'��., ������� FoR: Hyder Construction 2-ROAD WORK AHEAD °�x .,���y,u .�;:.=�.-L�- BY: United Rentals HighwayTechnologies 1 -ROAD NAAROWS ' LEGEND Ph: 303.922.7815, Fax 303.922.5433 1 -FLAGGER SYMBOL — = 48"WARNING SIGN � M HT #3 1 -T III W/ROAD CLOSED 3-T I I I P LAI N O = DRUM/FLASHER . = DRUM � 2-FLAG PERSONS w/RADIOS h = VERTICALPANEL/SIGN � 2-KEEP RIGHT O = ARROWBOARDTYPE-C 20-36" CONES ��\ = WORKZONE A = CONE v ..... .��• ..... ..... ..... ....... . ... ..... Gore Creek Dr• ,.. ..... ... ; :\`� ;��;� � ����.�\ \�� ' Sign spacing - 100' min. _ ��\� . ,�\ c �. �\� ' Note* The Chute Will be �p ���,, '; opened to traffic during non- m o o �� �`� , � working hours. ��a°� � D z> cn \\�` ' o z�s� o�o \�\ ' d �� \\ � � ��� _ � '� �\,�\�� � In bound Hanson Ranch Rd. Traffic wiil ♦ , �, \�� �, go out the same way they came in. , ��`���� . � �\\ : The fiaggers will direct traffic one — � a ; `����� direction at a time. � � ' �\�� ' . l� � � w / \� � \�� : m � � - . ��� p � �� � � \����� . ROA i � \�\ :. CLOSED •.�. � � 7. \\:�;\ ' .••', (�d Y y��, � � \ ��� . r I �,;\\�; ,,..•• onRanc �I�� -� � ����'�� ..•••'' �� � • Na�s �` a � �� �.. , ,,.• .••• _�. ............. .. .. ... •'' _ .�. •••• i a� � I �� � , ' p� �Const. Fence � _ � - q _** All Traffic Control Devices to ' Conform to M U.T.C.D NOT DRAWN TO SCALE - --.. , � � .,.m--.,.�� -��, , . � �� TRAFFIC CONTROL PLAN �� ° � � SUMMARY OF DEVICES; � �" � � LOCATION: Hanson Ranch �d. &Vail Valley ^ �j Vail, Colo. � �� � '� -� �ATE: 3/15/04 (Revised 3/19/04) 3-ROAD WORK AHEAD �..--- -��il �� f� � FOR: Hyder Construction � µ� � � BY: United Rentais Highway Technologies 1 -FLAGGER SYMBOL � Ph: 303 922.7815, Fa�: 303.922.5433 1 -ROAD NARROWS LEGEND I — = 48"WARNING SIGN � 1 -T III W/ROAD CLOSED MHT ##4 DETOUR LEFT °�a M � O = DRUM/FLASHER adob . = DRUM � 1 -T III W/ROAD CLOSED h = VERTICALPANEL/SIGN �' � DETOUR RIGHT 0 = ARROWBOARDTYPE-C ' 2-DETOUR LEFT ��\ = WORKZONE ' 2-T III PLAIN m � _ �o"E 3-FLAG PERSONS w/RADIOS k pr DET� � Gore Cree U I �l �............. ... ............. ............... �o + .... .... .... . � ' Sign spacing - 100' min. � � ' — Note* Hanson Ranch Rd. Will be Const. Fence ' , _ opened to traffic during non- Z workin hours. 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Jl _ / . �� ^�.+ ` _ ` �� , e✓� V r� � ., `.y . n . �' � ' ..: ..�. • "� Ji ;•� � N v�� ^' ..v �� � , � ..: n' ' .. . � '�I . � '��� ... s� J -i' : : �.�..` � : ... i .': n, . . . . ._ / .,.�, . .:'� .. . :::. . '.:: . ..'. %;'' . s. . fi .«''' .+n. .: �.. ^,.. � . .. ..: . -...i .... ...: "' �'�::..:.... �1' . . / ... .::. � N : v1 Y ,. ... .. .,. • . , , .. ._ . ...:. ::: � � � M C .+�' � , . , f ,.. .::. . ._ -. . . ,. . , ��..: �.:�:.: , . :,..,<. � �'s: � � � w� . - _ - � , +�� : . . , . ,. . . .. : ,.. ;:..,: �. _' . : r t . :::.:. . ::.:.:.:. s � � � , � f � P „ > �. . ,.,.. ..:.�.. _ , . .. .. ;. , . � . , , . _ � _ .. q . . � .. ., -� .. . ,>::__ ,:... ;::::: ._ G _ . N .,. r. • ,- . ;_ ,� - __, - •... _<>.; :.. '�7.: .; . ��� . � - .:><: : i� . � . < . �- _ � ,. Q r � . . - - . _ ; - . _ : . ., � � _ � � �_, . , - _ . .: �_ .. , ..� ..: � _ � x . , , . �. _ � . . - - ..:. , • . > � . 3 : : ,. . .. .�: 1 . r v% � ��. .: ,i n�:::: . ._` � �`" W >'i . � . , " � . , . �q ., .. ::: .<:.::: ;`:;< _ :: .- ..._.. , .. ,_. .. , , . :,:`::.:::::: _:<. :... � .. .. ..... ' .�4. '0 , LK . Z . .. , � ,� ,. .. . :.. ,. : : ,. _ , � , i ._ - -.� . . �+� d f .. < - . . . . . �� ��W..,� - . ... . . . � . - - '� . .. . . . , / . � �� � , , . . . �I . ' - . L7 . � > j , . . . .. - . � . . � � . � � -f' � �.....: . � . < , .. . . -._.. / . > f' .^'' � "� .� ...., �.: ' `" _ ' � •t �. a : �` -- 3+66 35PC - -- - - - - - � . . --- i f . � �� � „"a��<:�.. . . . - � r . ��� . . . . . . . . ; .. . . . .. �s .,..' .: .e� �,.�:. . . . ; _ ,; ,. , : . . ;. .; . � v � �. . �� . „ c, , , .: y' � .^ .> �� s ,.,: "� "�r • .� . . . . . . . . : . : .. .. . / � � . . � � . . ��: - , . . . .. . . ' � . . . . . . � �; �, _ ..-�'- �'---�.,.. ,.-w.. � _ �°�� ° , INDICATES LIMITS OF � - ., �^ ,�` . �' - --+ ' e�^ I� �- . , . XISTING ASPHALT TYP �� � ...<- ` .� _ � , � ,� .. :. .. � € . . ; - E � .. , , _ _.�., .. . + . ��� _ , ( ) , , �. . . , �� . , � .: , , � _ . .- .r � .. H:� . < � w-� . � , i � � `I , - �4 : ST � ..: . , , . .� � _ . . : : :... ; ,, _.. . ::. �, ..a�'. . . _-_ � , . , ° .,- ..• . + , . ,'., . �.. � � o�,: F , � ... . - --�. � 5 . . _ � ' � °° � : �: . , - � .. O , . HATCH INDICATES LIMITS OF ASPHALT ETAINING WALLS .A: , � - � EXISTING R � �.. .. .� - � . ` .�. . / .; � . ��� .� �• cv : � . -� .. � ..:.. . �3 .. , ; . ,,. ;. _ . � � ... � _ -�•,... . f � � � �. ° �: • : ' . : / � ,.... � -� � ... � . . . . o� .:�. ;..., .: ,,,. .., ,,, ,,, . �� ,, ., .. ... �.� REPLACEMENT. SAWCUT EXISTING ASPHALT � TO BE REMOVED -� t� � € . _- � <I . . � _ - '�-.-- . . � t � . <.. � . , .._ . p �r... , .. ;.. - - � .. � �, y` �� �� ,. :.._: ,:: -, "' . l . .� �F �..,t..�." ,. .; �., y s �j . . . . . ♦ , .._ ,. =� � � � � s � . - , .:.. ..-� . .. .- . ;� AND INFRARED PATCFiBACK TO ENS�RE CLEAN Py _ '"�.�'FF i.. . , � r'^��; ... � : . . . :. / � Ci+ � � p '] � : � ,. .:i�" ' . . :.�'.' .'.. 0 � . � I , , _ < •; •- � to:,.., , . DIP CURB AT ENTRANCE T � q < < , `'�.... � ��.. > : 4y ca � ..� . < , . / "'� � . �. ,. . : _.. ;.. '.. . � � ...� � �1: . i 3 ' r . � � .. • ' ° .. - - . . . ���,'{ � � r,�. , . � � -�-,►..,. -., , CONNECTION PER TOV STANDARDS. � � � ,� w"'� , � � <��-.�~^.� . �/^� � ��� � STAlRWELL MAINTAIN FLOYdUNE. �,; �� '� -� .� � / `'`„ -�� � �-�•-. ,. ' Cp��► _ - - �;� tvtA7�/�Hp�P�R0!'�/O��,S�Eb 4 � � �� ] / '� «�+'� .. . .. ... , ° � '~` �� r . � - . � : . - ' � . w�Lii- N■ ..� . ' / / �! ..' � t-k _ d p-- PROPOSED BOU � �`\�. `_ �.�»�� � / � "�::1 �� � �- � ±` . CC3N P � � �� �� �s��� � � _ - . "`'", �--.."`� � "� � T'0� E?t15T1�tG �� � �� �.� � � � �� ����� ��� �:'� ;,� ,> :'; �� f SITE RETAINING WALLS °-�.... �� -�= 2.5oR �J �� � � ���� ` �-�-�°' � / f� FACE OF WALL AT TOP �` o� ,.. ,�. f� � .� ` - ' �� �� _ ,U� -�• HEATED CONCRETE D � �f' �/ ; , .. � �/ BACK OF CURB. �� � ; _ . \ `� 3. .. � i ��� ����� ���s RE: MECH. FOR SNO T � .� / � .,.-w...:::. ` � ` cflNC ' '��' �� ,� :<::: ,� E-a ' � RE: LANDSCAPE (TYP.) �-.` RE .. RE: CIVIL FOR PAVEMENT S ON , "�r r� � ""r-- '„"'•R.. � ,. ' PAN ., . ` , `�" � /', - O 50R � � ' : � '� � a ������� ` 11E PROPOSED B LDER � ,� � � - � ` � ' WALL lNTO ISIlNG � � , '� `' `'�� FLAGSTONE PATH ~�•» � 4+7 �51 : MEATED CONCRETE PA T, ___� � "'^'^•�.. ' .�' � � S`��d �"'�t� a° 16 � � -w.,,, RE: LANDSCAPE (TYP.) � � 4 stz RE: STRUCIURAL ' .. � �1 .� • 2-� � � � _------ ���' ��'�' �� i�z �.� s+£ = , , PAVEMEt�T SECTkO 1NIS 9 � ��� ``�- ,-� �j H PRO. 2.5' CURB A GUTTER � �..'��a� �r�'.,� . . ' �d C�Q ,14JOR. �. ° � � �s�`` ; , ` l.�CA ° <. _ ` ` � �,p0` `L0� , /. -_ __ EX CONCRE7E pAN� r--'�`---� �� ��.�,,�,.��,�� Q' TYPE 2, SEC11Q IB TYP `�'� ;�"�. 'O � < > � . . < '--- -- y �,-.•, '.,,�..:< N� O � ( }--L� y . `� Q 5 _ . ~� �..,. . o w -___ ____ �w:��-�,� , � � � � �� ,��� ���°' . . F � a�-�t s '� STRUGTURAL RETAlIV11VG > ... �'"! j� 1q i'� :� �/ �� �. ------- i� � 4�°h� �„ VER LK 7YP. �` "`°*..:' . . "� 2.50R - � � ,.' > .. • . . . �`'' �_:;"'"�,. ° . . �j1� ((� ° / +� tiEATED PA ( ) / �. � , , , . � _ � wA s (rrP.) .. , �.� . _ �� � i , s � '"` "/`���;..�;:� Q� �, / PZ`.. � � � �� - � . \\�' ��.' t � Y'� ��Y'1.} � M I LL CR EEK R NDSCAPE �,.: ���, �, J . � � �� / ��� � RE: ARCH./STRUCT. ' .., , ' ., ��� "�:`•:'�"'" . � � � ,�°LL� e-fd � � � i ��a+ ' r s ' s � � . � .. , , �=��=''`�:::;:'����+� �� �, 1_ ` � � � v+i��,�1�3 C�URT 6 CONCRETE �`"'� . �q i aD _ z , ° '� ,� �_ � � k� � {�. ''��^�'�..�..: , i ' � . / " ' . ���` r�"y �.�` � . / _ ' i. � �.' k � � ED FLOOR BAND B ERS PAVERS €€ �,�n.%� � � �� / � � _ SITE STAIRWELL ` `, ` <�� -�- _� , ��-, r,r�,�;, FI N I SH � / �€� �*, .5 �z O� ' � I / � RE: 11�NDSCAPE . � ` �� � �I � � - ,; ' _ � �.� �, 8188.0 �'" � ELEV. - PRO TY L1NE (TYP) I� � � � / `�- ' ` • , < , � -a- �"�� -.�, �j �- - `, � „>� s. :�� .. � ' ` , ' . . l , , . ��' � --T^" � \ '.�;f;�f, ° , <: _ f �� � � : � � � .. , ,' • ,. . .. , - t .' �� 18 37R O ` �-� �� �� � � � , � � � O , �� � ` . <. ,. � Y EX. PARKING ,..�',.� � �^�s ;,:-� . .. � � INDICATES UMITS OF A ` �. � . . , > �. � L�` ��.�.;� � � ` � EXIS7ING ASPHALT (TYP � � • , , \ � �; BtGIN 2.5 CURB AN UT1ER / �� ,,, � �� Q ' , , ��:� _ , � I `-� ��� � AT EDGE OF 12" FLUSH CONC M BAND � :�� Z£'�"S' `- . � � /� . S" ^0"'C4�TE Cl:P3 � � -� .. � ' i� ` � ' � �� � �� I TRANSiT10N FRO FLUSH /��J \ .- �� Q" „E� � � � ' DQ TAIRY�LL RE: L.ANDSCAF�E .,T r. ' ATTACHED TO CONC.-� � - � :� . . t; � m � � \ I �-� ` �;�� 1 ,.�'��, I.U�VVRGIG 6AtVU IV O� l.V VVGR O '•' ' '� ` r � \ 's; -h30 61FT , .. � , � 3 24 75PT .� � 14 52L 1 � ' SITE RETAINING WALLS LU I I�-J SLAB. RE: S7RUCT. /'� � ` � � �� � ��, /; � " I � FACE OF WALL AT TOP g L 0 C K �J I-� / � \ �'� ' � �� ��� � � � �� � a BACK OF CURB. � � �� � M TCH G�ADE WITH 2' FLUS • ONCRETE < � ' RE: LANDSCAPE (7YP.) . x ,_�,� � , , I EX��1NG AVERS ���� � BAND BORD PAVERS. / „ _ . I , �� � ' � ' - � � ' � �� , � ... ' . . • > . � � .. � \ � � I / � ' ��� K > << , �. �. D S{TE BOULDERS (TYP.) -�- �, u Y :. < ~� . � � > ` ,, " , ��� �, � 6 RE: LANDSCAPE , p . , , GQNGf2ET� PARKlNG LO�`' _ , ' �,\� . , .. y �\ ���� ,, O�R/DEVEIAPER � / 3+�s 4 �'" „ ' " , ' �,� / . 4 ` , . ' � ON TOP OF STRi1CTURE , 4 , �� I 24 4 ,+ RE•, ARCH./STRUCT., \�; � � � z � , � TRANSI110N FLOWUNE � � - � VAIL RESORTS � I /,p' � `' ;�;s .:��w:_.;,.�,.:ti� � O FROM 2.5' CURB AND Q � . \ T - - - - � � _ � ��� t�� ��� \ � 2' FLUSH NCRETE ��O . � 3+�723 ` �'� �" =- GUTTER TO 3' PAN � � �� ` � i � I I � �� � �� � DEVELOPMENT BAND BORDE PAVERS. � � �� � N ; / D HEATED RAVER WALKS (TYP.) � � � I � � ` �-�� � COMPANY � SAWCUT ASPHALT ENSURE / . � S� CLEAN CON� N.(T(P) � 3+12 42 % � RE: LANDSCAPE FOR LAYOUT �� - / � <�� ' � � ,� �� � � . �� ` AVON� COLORADO S��e \ �� �` � . . ' . .. � .. � _ � � I \ ��� ����� �\ � _ � � . � � / ��� ` � � ,y \ SEE LANDSCAPE PLAN f. � � I \ � � /�� �,, :a q�o,�cs�y FOR PARK DETAILS QQ . . A P A R T �0 F L 0 T � . _ I � � \ a�x�cr a� �scasn , \ � �,�,������'� � NEA'CED PAVERS �� �'�.E,`'°�� } \ '� ° - (BLOCK 5-A) .. �\ t � �� � � 42�40 LOOR � ;.` ON GRADE � ��y� 4'p�n p ' � � \ I I � / � \ } 88 0 � ��... �_:����f��" . �� ��� � � � � i � � ARCHITECTURE � ��='`'3+10 23 � g�� \� ��' c� C'�� �� Rk� FRO1� FLUSH � � / \ / / / � � DQ 91PC `�� y ��� '� �� ONCF��,BANIl `f0 fi� � �j � � � � � ` , Denver� Colorvdo O \ ' ' � \ \ &'i'SIICPIIB.lI. SNGINSBR �� �/ -�01 33P 2 4i�. �� � �� � �,� C�NCRET Ct7RH�OVER pQ , t r \ , ./� f�.'�, . L � � : .y �. N 1660�86.718� �. , � � � � � �- ��� , _ • , � ' I � ItQDT&FJ� �e h`�SLL ffi�iGII�. INC / � �� � � � c Ct",' � 275562v_�312. � ` � - � \ � � ; � ` AF037. COLQFiADO �� �� ��^' /� ' y �„� . � e`'�-�� , , . ` °, .. . � � / �..-" � i Q� ��� ~ \ \\ / . , . \ � � � � 1.5 SPI URB AND GUTTER 3+00 33PC � < � �C�` 2-I-g516 ��. 2+sa s ' � �•� � f \ \ ` � l \ � �c� : i E 2. SECTION IB �` � �0 2� 26� : 2+74.ss � �,� � / � \ e.�s c�vsQr.xexrs. n�rc ��' SEE LAN C PE FOR PLANTER �,,, � � , � � ` `� �cae�acT �.� DETAILS � ` � \ � �1DICATE� LIMITS OF IIsxvsa, cor,oxano ,;:.. � . / _;�;�� � ` 2+94 39PT �:• � � �� `' 2+63 94 � \\\� 62. \ \ ` �&tig d330CLTS9 $! `�:i :.\ 46L � � „� ` � �� '� � E�ISIING ASPHALT (TYP) � IlILL�4 Il14LhT14LL�1 \\ � '�� `,M•,..•,:•:•. c � 3ffiiSY DOAI►�RD \ �. . j 1 OOR � \ � `,�� WV ,..�:=�„',��`�,`� ��,:` � ?+ 4.96PRC � :� ` \ \� • , \\� \� ��-anAGNEnE n (.�QNG, I1 I \\ \� CONI�0�11NIU�l,�S'' `` t YLII, COLORADO ;.u���� �... r:: r� � � ,��r°' � -- "\�Yty'° `.�;^:>;' �o o -dp .:�,t s`�{ � � � � � PAVEMENT. RE: STRUCT. � , '� � \ `� �f �i�i ` c�vII. �TGIN� � SQHVSYOE / , .� ..:��3'� .� ` � , � FSAE I�ND CONSIILTANf9. INC. �`'� / \:��i�� ....,.,<°'a�;�''� '�"� 1+70L � � \ \ \\ I I \ \� ` VdII,. COLOBADO _:` �c,� /� °''^�w��:{�._° 2+97 42PRC �� � . � , � : :..: 3 � f����"°'� < < � a f � �� � 1 \� ��,�' `� , ;.\,;.�,;:.,.' ����� ?� � 1 _ _ _ - - - - - - - •o � � � � � � � _ _ - _ _ � � ` il �.� � ���� . � - - = _ - _ _ �` � � 2 � - - � � �� 4 � .. :. � � � �� a � i � � ���� � ���'` _ _�_� 2 400 59 -"� �\ � � \ � � X$ �� � � � ' � � � ��� PROJECT N0: 20693.03 ��, `� � � � X p � o � I � _ _ � 1 A PART OF LOT j � �s f � O � � � 2+692,67L Gi� �� �� \ - � � / �' C � ` �NO E DATEE DESCRIPTION ('� r � � - BLOCK 5-A � \ \ 7RANSITfON FROM 6 FLUSH � �� ���f/ ��� � ;........., \ y�Q � � � . \ i ,�� ` CONTROL POINT 41 � � � � � ������ ��� � �� COTTON GIN SPIKE 2+75 3 � � � � ` � � �� CONCRE7E BAND�TQ 6" 1 ` ' O1 1.06.04 ISSUE FOR CONS�. . ,����� 660, � < \ VERTICAL COI�CRElE CURB � �.�,�,:-'. � .,,�"'' NORTH G = 1, 077.1380 /� 23 68L 'S' \ � .y��:°'.��� :�. � � � Fq � 2+0o s • EXIS7ING 20' ..,�,�;�..�� �`�,, EASTI 2,755,592.462Q / \ , �� � � � � � OVER 6 , � � � i:': E V T10N = 8186.06 2 FLUSH CONCRFTE � � � O R�c�, 0,9 O � 2R I U11L11Y EASEMENT � �,,�-°°:�:=='`�y ��• �.- / \ � � �y- O� C� � 6" CONC. CURB ATTACHED � ,,;-�^�;:,=>w �a � ` � BAND BORDERS PAVERS. � � �\ �� �� Sh��G' '�'c,Q � Ta CONCRETE PARKING LOT � , ` EXIS�ING PROPERTY � ..,�°"_.,:��.... �,,;/\d � � � G' qR F \ � � � � LINE TYP. ,..�-<,.-r ��' �".`�:� � T F c� = WI"[li 6 DRAINAGE SLOTS � ) , � tir � .�'�` � \ INDICATES LJMITS OF UNDERGROUND STRUCTURE. � i2,5o � q ...�..��.`�M' �,,r��.... s � Q � ,�fF � � . 6" CONCRETE BAND , ' � I ` � �� ,...�� ,�::= J / JMITS OF SHORING TO BE DETERMINED ONCE FlNAL � � � C C�, � � `� STRUCTURAL RETAI NG ALL �`�'"` �'� ��� / ` SHORING PLANS ARE RECEIVED. CONTRACTOR � � p 3t � � USH WITN CONCf�ETE � ' 1 I �RE• ARCH./STRUC . � � r„��,;�.: �;�..� �"``°'�;•�°�' �.,,,,� � � � � RESPONSIBLE FOR FENCING, TRAFFlC, AND � � `� \ � �� PARKING AND PAVER wALK � � � � 1 1 � • � -__"��°''� .-:_;>r�' �`� �� PEDESTRIAN PROTECTION OF EXCAVAl10N. \ ` �, � i � � 1 1 � I ` ..:•.;;.>. .<,.. .�;:,,...� ;�•::==Y� � � � 13 61 R � c . 0.5 ,,��:�:::�-~ ��;��°'� �\ EX. DRAIt�AGE PAN TO REMAIN. � � O� 0,1, - � 24.36R 1+51 88PC . F~z=..:�� � � MATCH CONCRETE PAVER WALK \ �� � ��• �'�Q�c•`�� �'•QF ° , 0.5� w � � �� ` `,N I `` � . +,�, � ' WITH EDGE OF EX. PAN � � o 'y,q ��c` ` �C` � � I �� � � �a � \\ �. NSO� O'�/``� '�'9� � 19 00 `� O �4 45R�T R1.5� � � , � 1 � '' i � � � � HEATED PAVER WALK (TYP.) � yF R �' � 2 • �, � ��� � � � I 1 � �' � � \ �� � RE: LANDSCAPE ECH. �� � q�l' � a X �-Q- �+3 i f � �� � � � � \ L� ' , . �C 1f-48 84PC 1+4- 57 � � \ � � �\ \ �\ '� ��p h' a\ � OQ y O�N ETE � ; 41 96R 4 Q2R.. � , r 1 '�� I / \ �� `� � �� 'f'cq�+R ��q� ` CUR ARO ND � I 1 ��T' � � , �� � � v � �� /� � � 'Qqp� /y , t'LAN A�6A � � ' � � i � � � � / � � � �- ' 0 ,�� . , � �, RCGESS GATE � � � � y �� \ � � � � � � ��� �� i \ RE: ARCH. �/ � I � � \ ��� . � � � / \ i�`C � �� 1+87 93 RAMP� FROM FLUSH \ � � � � \_ � j 3.o R < KEYPAD � � � T1E PROPOSED CURB AND �� _� r�, CONC�ETE BAND TO 6 � � �� curr�� i�iro ��icn�ic. ,� �� ��` � ' �� \� ' �IERTICAL CONCRETE �+s5 87PC � INDICATES LIMITS OF � ' � � \ , �� MATCH EXISIING ELEVA710N. ' \\ �/ \ \� � �\\` '"� � ��• �+7s 7 CURB�,OVER 6� �� 74 IUNDERGROUND STRUCTURE �� � �, � � I � '��� \ \ � -" � \ � � X \\ 20oR q 0, � _ ,/ ' I � \ J�i � � - � � � � c'F l � � � � � � F�� � �� �� � � � I � r' �,��� PRO. 2.5' CURB AND GUTTER �\ ' �� � � 1+71 45P TRANSITION FLOWLIN� � TYPE 2, SECT10N IIB � '� \ Q \ �o R FROM 2.5' CURB AND � � // 2 4i � ' � � SAWCUT EXI511NG ASPHALT �`� �T� / � � '� � � � �+2s 57 I I TO ENSURE CLEAN CONECT10N Cp � � � GUTTER T� 3 PAN 15 g� 23 04R � DIP CURB AT CONNEC110t�d TO 7j• N�0 � � C U R VE TA B LE �� \ �� o � , �} ��. -�- ` � � � EXISIING WALX. MAINT�I;F�! 36 3g W DI T 41 � �����'� ` � -�- ��� � / GUTTER FLOWLlNE. REPLACE -�1„� � �� CURVE RADIUS I_ENGTH TANGENT CHO BEARING DELTA �� � `� � a� D _,.. - � - � �� � � , I � � � � END OF WALK AS REQUIRED TO " �, � ��� - -�� -- -- � � � '� �� \ � \ y � ,Q� � \ / � ACHIEVE AT GRADE C0�!h;�CT10N. C1 .00' 76. 30' 38. 32' 76. 1 3 N72°57'24"E 13°22'06" `� `� � ` � , °� j , 2938tR �q S•� � � � J� �' ' `.�.�� � ,�'� � ..���� �� 327 � � � � � •� x �F . � �` > > > > o > » , > » � � � � , `SO � TRANSI110N FL WL1 � � ��� � � � ����`°6 D C2 64.00 30.69 15.64 30.39 _ 86 37 23 E 27 28 20 �� � � �� ���� .,��� � _r gs000 �,3 � ` �oM 2.5' cuR� AND , ` ���� � ��� �- o�,QO��� �� �oRS �y EL DEIij� C3 100.00' 37.52' 18. 98' 37. 30' S °08'14"E 21 °29'57" `� � �`� �� �, • ,-�266�PT GUT�(ER TO 3' N ...���-�~�., i � �� �� �.� �, � 1� � � _ a4�R o � �� � - I I k� � ��� o �.6 v � � �__ _ � �- , I � ° _ �.'`�� � _ � , oG•� o- � �� �`�� > > > > � o > » , > » � � s o � �'�~�-..�,. �e- � ``�. � " � � '� � L � - C4 542.00 59. 00 29. 53 58.97 N � 3� 23 W 6 14 15 � '� `_- \ � RF� "�c o �=� Y. -� � � � _ �� �� _ ��' / - �'` 't � Q� , > > > > i » , > >> ` � �CI�F S�(1� ��-,�. � � � .�--° � � �r C5 57.00 66.71 37. 77 62.97 S24 � 5 �,2 E 67 03 15 `,, � �� �� ",�Hs�,q�£RqR'o a -� -- R ,���°` � , ° Q Q � , C6 30. 00' 47. 33' 30.21 ' 42. 58' S54°37 4 ; ' 90°24'09„ �� � `` �� R�N�Rp�,oN `' ,+,62 ooR = � � � � � � �� . - , , -;� � q a� C 7 5 0 0.0 0' 11 .3 5' 5.6 8' 11 . 3 5' N 7 9°31 '0 4� � 1 °18'0 4" \�� �\`� A� �� � + �� � � -` - - -PAVEMENT.�C S WCUT I XISIING�A PHALT , - ' , - � � � ti� � `� �� � ��,` �` o � C 2 v TO ENSURE CLEAN CONNECTtON. � � ,,.;����"�' � = }��+ �` - ���\�f'�_'_-\�� . � _ // M � � � � � �,R.>�``:�.��`�' �"`...`� � ,��\ � � � - - - - - - - - � � � � � W� 6 FZUSH CONCRETE BAND BORDERS � � �\." �.� ��'�..• M / i '� � � � � v��: � `°�.� � t � � � � � \ '� ,� .� �'' �/� PAVER WALK. SAWCUT EX. ASPHALT TO � � � <. Vail Park & Garage ' `�� \ \ \ � i � � � � � ,.r 0 � V�� ENSURE CLEAN CONNECTION. � � .. ;�":,::_,...:... f � � � `� o� , 0+�4 �� � at Lots P-3 & J � N - \\\ \ � � \ � � \ � � < II �2 ooL � � I INDICAIES LIMITS OF � � I � � � � � (� G � � ' / � EXISTING ASPHALT (TYP) LINE TABLE � �� � ` ` ` � `` �` �,� � � P' ��� �-�� � LINE LENGTH BEARING � � '� �� �`` ` � � �� \ - �.. �,.,� � � �i � I ""�� - � � i 1 `\ � ;� ��`���� _ _ , 0+74 34 � � � i / I L 1 � o , „ � � �.�.�....� ' - - _ _ _ _ �` ; 22 48L _ - , , � �Q�S P-� � � 20.22 S72 53 13 E i �� = _ _ _� �_ _ �_ , , � » - � � f�j' N���"`�-•�°- - � - ' �`I ' I �� / # ..`"`"^~�,`�'��..�...` - - - - - - -� � � .��� �2 22.99 N51 23 16 W 2 ; �� � , ,o o � ,o zo ,� � �; � ► � L3 _= _�_- - :=�-�� =4�:�: ��- _ _ - _ _ _ __ � - - _ _ _ _ CONTROL POINT 40 I ' 18.61 ' S57°37'30"E - - - � _ - - � �. M'� __ _ _ � � � � � o � �� - -- - � -- _ - -- - - J� ' _'_--_ ` _ COTTON G!N SPIKE � I � L4 - _ -��__ � � � NORII-lihiG - 1�659,975.2070 -� SITE PLAN 22.88 S09 25 45 W � ar �r � ____ � _�__ � EAS71NG = 2,755,846.3840 v �� � �h ��3 ��� � � � �� 1 inch = 10 1`t. � -_.L,__ �- - - _ _ _ J �LEVA710N = 8191.42 ,� ����"�� L5 66.30 S80 10 06 E --__ (� L6 � o , „ , � ---- --� � � A`� � �'� � � �1� 43.61 S78 52 02 E I f � � � ��` i � i -- _J � �� , _ , � SCALE 1"=10' ,+ 1 I � EXISTING STORM MANHOLE EX. RIM = 8171.02 R � � EX INV IN (S)= 8164.32 � l EX INV OUT (N)= 8164.30 � � � J �1 r��--�.^, � ,' �,� INLET 3 - D&L I-3525 F & G �� r � � � �� STA 3+73.03. 20.94L � L� J � � � _ E O P E I.E V A T I O N = 7 8.0 0 ' � - � I I � � I , P E A K L A N D C O N S U L T A N T S, I N C. � PEAK CIVL ENIG�NE�tINq WC. '� � `- 12" INV M = 75_00 , / ' ' ( ' , ' ' �-� �-�' 12" INV OUT = 74.90 pROPOSED 12" HDPE ' �so-a�-seaa Fnx�o-a�a-eata I � I I ' � ,000 uonrs r�LooP V,e�.co a� � '�-- _ � SUMP ELEV. = 73.40 • INLET.4-D&L I-3525 F & G I � 42.2 � 1.0� i f � INV IN = 74.90 �� `- ' STA 4+03.76, 0.00 �.��� J ' r�-� - �� INV OUT = 74.50 ; EaP ELEVATION = 77.60 - � � � _ '� � � � 12" INV IN =74.50 � � /'-�� ' PROPOSED 4' STORM MANHQLE I � � � � � �'.% 12" INV OUT = 74.40 ! � ' ' ��-� STA 5+11.98, 17.62L � „ � � ` � ,,. PROPOSEO 12" HDPE � � _ _ ', RIM ELEVATION =78.6 64.7n� 2$5�VC � � SUMP ELEV. = 72.90 i, � _ ( = _ �.� � � 50.1 � 1.090 - � � 8 INV IN = 74.67 � INV IN = 74.40 � ��� � � 12° IN IN(W) = 73.25 EX INV IN (S)= 8166.1 � O � � � � � -� INV OUT = 73.90 ���� _ 18° INV OUT = 73.15 EX INV OUT N - 8164.32 O � � INLET 5-D&L I-3525 F & G � SUMP ELEV. = 71.65 ( ) / } • � % � � STA 4+56.83, 0.00 � - � S 7 � � r^ � REPLACE EXIS�ING STORM MANHOLE _ � � � EOP ELEVATION 78.00 . � PROPOSED 18" HDPE WITH NEW 4' DIA. MANHOLE � � � -� 12" INV IN =73.90 � � �� � -/ � EX. RIM = 8178.2 12.65 � 1.199� EX. 12 INV IN S 8172.80 ' �" _ �� � _ � ` 12" INV OUT = 73.80 ` � - � � � � � - J� -� � _ INV IN = 73.15 � � ( ) � f, -' � �� = , � SUMP ELEV. = 72.30 ��J ,y i � � INV OUT = 73.0 EX. 18" INV IN (E) = 8166.90 � � � `- � ' PRO. 18" INV IN (W) = 8172.65 y °�� - � � PROPOSED AMCOR 1500 PRO. 18" INV IN (SW) = 8171.25 � Q� ._ '• ' � � � PROPOSED 12" HDPE ' SAND-OIL ,,- �- �� `�� � , , EX. 18" INV OUT (N) � 8166.1 � 54.9 � 1.090 � INTERCEPTQR OR EQUIVALENT. � ��$� ` ' � � INV IN = 73.80 � RIM ELEVATION _78.5 � � � � � � � INV OUT 73.25 18" INV IN (W) 73.0 ,' / �f"� �� ,,�-' �' , , - - � 18' INV OUT E = 72.9 � ,,''' ,�r'" '�y � ''' •� `� . ', � � � � ) � � PROPOSED 18 HOPE � � ,,� F j;f �/� ,r,,.'' �,,.-�,,, � � �.. . \ ���,,� `,, �,! f� �,,f��,,,sf /' , . � r r f„y � < _ � ,e � `" � 25.��� � �.�% � \ /'•� �'f,r`� ! � f.rs'� �r' .,,/ �.r" f'' 1,��.,r' ,," �•" � . � . �. . . . . . . .. . . . . . . .. . . � INV IN = 72.90 _ � � '' / �r�'� 'f r f'r� '�,,1'''i r `'`��' r . . �. . , � , . � � . �j .. , . � - � � � � � \�� �''`""�/'..�',. �� .� "' '�''•,r�'',,"'!" /'` �p1'78• ,. _ ,^'� -�„ `,�,1,- ��,,, � f/, - - - \ INV OUT = 72_65 _ � � _� � � � - r.r�,,•� .' ,,� �-7 ,,�^'�/,r �,r ,•�"r r / r �./` ,� / . , . . ., .. �f. .. . � �- - � ` � �� _" �"�_� � �,,y� ��t n�$� ��. '� ..,.�''�J,.,'''�.! r-'`r ,•�-•;` f�,y �,./`� �- f,•��",� .�''� f . . � : � \ � � _ _ '' �r �/ �/" �f� ,rf,+�� /`,y.r' �e �- � � � ` ,+ f ,,r' r'"' •f �,` t f„� � f ff„+_' y / ' ./ �v< � '`� -" j'� .�'' / f. ' �r ,,• � ,,''" ,f'' . ., ' . , : . . - � " � � � � T�' _- - � � � f ,r .. 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