Loading...
HomeMy WebLinkAbout20190299 Ver 1_Richardson Rd VHB Bridge Revision_20190306�_____LINESAT2:1 SLOPE� PROJECTED TOA — — — — — � \ SEWEREASEMENT AND I 2" SEWER LINE /�i / � —_—_�� 60' 1 FUTU RE MAJOR COLLECTOR � \ � \ \ \ � \ \� \ � � � 295 31 =� j - _ ��r_ � _.- Z Z�z� � �zNz Q (� w��w NQUU' W � ��w� � � ��3� X + Q�N� W � � > � � � Q O �0�-6� � \ \ I. TFiESE PLANS ARE CONCEPTUAL AND ARE NOT CON5TRUCTION DRAWINGS. Tt1E \ O + ���� �O�,�SE�VA���OI V� �� �, PURPOSE OF TFIESE PLANS IS TO PROVIDE A GUIDE TO DETERMINE THE POTENTIAL POTENTIAL � � �� N m ` 110RIZONTAL AND VERTICAL ALIGNMENT OF RICIIARDSON ROAD BETWEEN FIUMIE OLIVE\ � �,, A� ` `� � ROAo ANo o�o �s �. FUTU RE z z �-� Z THE t10RIZONTAL ALIGNMENT OF RICt1ARD50N ROAD IS TAICEN FROM A STUDY BY Vt18 \ I NTERSECTI ON O O � � � � � � �� �a ��y, � , � ENGWEERING WITYi MINORADJUSTMENTS BASED UPON FIELD CONDITIONS. rn — � \\ �ON�EI\�A I I ON �� 3. 7FiE5E PLANS AL50 SNOW THE ROADWAY ENCROAGFiMENT TFiROUGH THE REGORDED ` v 1 Q O G � � ���� CONSERVATION EASEMENT AND SHOW THE AREA THAT MAY BE RELEASED FROM TF1E � � N �EAJ�F� �VT � �� � E�EMENT FOR THE PURPOSE OF CONSTRUC�TING THE ROADWAY IN THE FUTURE. � �I � \ 4. TY1E TOPOGRAPHY THROUGH THE CONSERVATION EASEMENT WAS PROVIDED BY SMITH E Q N � � �� �� �� � SMIT}1 SURVEYORS AND IS BASED UPON ACTUALFIELD GONDITIONS AS OF 3/23/2018. � � � �, � � � �V A. ����., 5. TF1E TYPICAL CRO55 SEGTION USED FOR7FIE PRELIMINAIZY BRIDGE DESIGN IS TAKEN � � � � � � � � � FROM A STUDY BY VY1B ENGINEERING WIThi MINOR ADJUSTMENTS BASED UPON FIELD � U CONDITIONS. Q ¢ _ 6. TYIERE ARE ASSUMED TO BE 6 BENT LOCATIONS FORTHE BRIDGE. TIIESE BENT � �� ' ' RI C h ARDS O N ROAD LOCATIONS ARE ASSUMED TO BE EVENLY SPACED WITFi AN AVERA6E FOOTPRINT 5' WIDE � � p ,, ; i . � ' ,. ', i ', �� ' � � ' ' ' : ,, , - , �,,., - . � . .. ��, —� BY I OS LONG. o- 320 � ! i i � ; , ' � 340 - -� _ _ ___ r ' ' � 320 340 - - - -_ _ _ __ i i ; _ _ � , � �- - -- - -- - -- -- � � , --- - -- - - i �-- - -- i - -- -- i - _- t , ' _� � - -- -- - -- � ( --, - �- � � - --� -- I --- � -- = - - -- �- -- _ , - - , - � - '- I - � i_ � - , I_ - - - I _ � _ _ -- ' - ,- - - - � -�_- - -.--a _ - - -- � 3 � 5 � - I � - - � _ - - .. _ _ , -- i _ -t-- - / � 31 5 335 - --�- !- - - h- - __- _ � -� ,_- ._ _ _ _ , � / - - ,."_" __ � VCRTICAi CURVE ., ,, .,, . . , , � .� _ """ ` . I � " __ . _ _"_ , ... .- _ . PVISTA 31+50.00 �_. ;. ' V[RTICALCURVE � . � . - � PVI ELEV 298J0 , . , PVI FiTA.=35+00.00 � � � � -- - � zso Pv��iev.=zss.io � /', 0 330 _ - _- _— i— --- 3 � � . -. _ , K 106 9 ' _ _.� . � ' L=450' . �, _ . � , __ ` _ _- � "_' _ . - .. _ _ _ z..... . � � _... I . � : , � . . . ' K=967 _ __J _ _ � ! , ' ! _ ! , ' �—__ � O �. � � ' �i— ,+-- -.-'. -- ;. j.. ��- �-- --�-_ ��— i_i - - --- ; �, � ,. . �-- .... ---- � ' . ' : --....-- �._�— i . . . ,. . � � _ _ ....1 , �. � . � � i O _ � — — ---'- — � — i- — _. _ : / � — 305 II � � _ -_ -� +- � - �_ ._ :_� � i- / 305 325 �- --' --- �- / � .- _ � - �_ - o � � - _ _ � - -- - - ' - - � -- --� ------ �`� , - - . _ _ , , f -- -� -r ' - i - r- ; � - - - i �- -' �/ - � - \ � ' i- -' « _ - ' � _ _i 300 i ' '-- - -r_ �-� � / r i 300 320 � � l - � _._ _ ! -- , � � . . � . � � F�RST� '�� ' - i. . . ..- .. BRID6E _ - i.... � � i ,',. _-I. : ' O BENT � 295 - \ - --I :� / � / � _ � �e/ �.x - � -- � �"y Przo�ecreo ; � , ; - _ .__. ( .. ___ _ ..� . . � BRIDGE . i.'. h ��,..�./ i � .. ... �r.l. SOCATION .. . �� . "'.... � � -"- . �� _ ; _' _ __ � � ' � ; 290 __ "__ _—�_ � � -� � arR�Gr_ �� gENRi ava )E /� � � . .. _ .._. . " : --�- .. eeNr ' .. k5 . , - x, � � ��. I � ... \ �\ � �'A,, � ix� . _1- � . -� . ` ,. ky / � � f _ ____ _ _ _ .. . . . i � . _ _ I i Q �_ _. __- ' .. . _ 285 -- � :_ �__ � � I � ` / � � _ � -- t- � -- -- -- - -- _ - O <� � - - - -- - � - - -- , - , --� - ` `� - - _ _ J_ . -� - - -= - -� �_ � - PROJ�CTED I2" � � . 0. �..._ . SEWERLME --� �__ ____- - . . _--� :._� _ . Z VO '�__ . .. LOCATION -- .-.-. ' - '� __ _. - � - � - - � _ - - -- _ _ ___ _ _ _, -_:_ - � - � _ E - �_ - -- , � --- - ' ,- - : i . -,- - - � - ! � , � ---�-- - - � -!-- - � � - I ,- - - � , , � _ �_ , - _.- -- � --- - 275 I - - -- � _ _ � - t .� _ _� -�-- :- , - -, �-- ; - — � � � i , . . �. i ., : .�, � . . ,,. �. � .. I . ,,, . ,, ',,. , � � i . �. i ,. ' . � . I , . ', ,, ,,. 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 I 38+00 � \ �\ \ \ � � 0 290 310 _'� 285 280 I -� 275 295 _ � 39+00 40+00 :lQ�Z�] � - i _. �.. ..___ i -1-- 42+00 43+00 U � �� J � �a � a c C7 ` s Y � Z � � � � d �� w� �W � z = � � w � 1 � I� �� � �� W oz (U � �d � i _335 330 325 - I 320 3J 5 � 310 -�--- - I 305 300 -� -�- - _ i 295 - 44+00 1444-R RICt1ARDSON IZOAD 4 29+00-44+00