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HomeMy WebLinkAbout2008 03 10 Regular 602 Proposed Pedestrian Bridge over Howell Creek at Northern WayCOMMISSION AGENDA ITEM 602 CONSENT INFORMATIONAL PUBLIC HEARING REGULAR X March 10, 2008 MGR /DEPT /~i~ Meeting Authorization REQUEST: Public Works Department providing the City Commission information and requesting City Commission input regarding the proposed pedestrian bridge over Howell Creek at Northern Way PURPOSE: The purpose of this agenda item is to provide information and request the Commission's input regarding the proposed pedestrian bridge over Howell Creek at Northern Way being installed as a part of the Northern Way /Shetland Avenue Sidewalk Project. CONSIDERATIONS: • At the November 26, 2007 City Commission meeting, the Commission directed staff to proceed with sidewalks on the south side of Northern Way from Howell Creek Drive to Shetland Avenue, and on the west side of Shetland Avenue from Northern Way to Citrus Road. • The sidewalk project includes County funding for a new pedestrian bridge on Northern Way over Howell Creek. The pedestrian bridge will have a span of 80-feet and will be detached from the existing vehicular bridge (see Exhibit A for the preliminary design drawing). • The overall bridge style will be a prefabricated pedestrian truss bridge, similar to many other pedestrian bridges installed in Seminole County. This type of bridge is attractive, durable, and cost effective. Within the general category of pedestrian truss bridges, many options are available. The primary design decisions consist of selecting the truss style, truss finish, and decking material. The following sections provide stars recommendation for each of these design decisions and a brief summary of other available options. 031008_COMM_Regular_602 Northern Way Pedestrian Bridge Bridge Truss Style Pony Truss Picture Bridge Truss Finish Picture Page 5 20 f2. NORTHERN WAY 0\ ~ & ~ ~ " ,~ ;1 1 -, i~ ,~ 'I '/. 1 ..1 ~ '1 .~ I J I i --------.---_w___ If --'I - --- - _ EXIST. GUARDRAIL . - -..- --- ---- - --1-1 IN CONFLICT WITH -J I 1 7-- - -,-- ------ -- - --- - ---- --- - --- -- - -- - ------ ---T ~~~ T/~:~;-': n_r~~;:~-:-~-~~~~~ ~ -n: - .::-: :=" -'i - -= -= -:.: =:-: ::: =t ::'" := :::-~- I .' '/ ", " ,. /:.// \":'\ ". OVERAd/mm:X;E BRIDGE WAU<WAY _1_ '..<.'..'."." (' /~JDTH 8.0' WIDTH 6.0' 1 ,<' . . ~-:: BEGIN BRIDGE {. BRIDGE S T A. 19+77.65 (23.55 RTJ Ii NORTHERN WAY I I I I I r----------------------------~ I I I , CONST. Fw{Eq EXIST. GUARDRAIL END SECTION . IN CONFLICT WITH _ __ j '-- Jf1fJe --.SJ(JE,VJAI,J(- - - - -- ---"- . I TO BE RQ!f)V..ED__---- \ ~br{~:::==:::::::::::::::::::::=:::=:::::::::::::::=:::'::: ..:--;-....:- ~-/~: == =.~~=--- -- .... =-- ::: ::'.= :. ::: = -- -. -- -. -- ... ..,.,.', " -/ t=, Jj . . ~~. \1(.\ / <~'8 ~;! I NST. FLARED END SECTION ! \ ;-, ,-.... / C CURVE Z ) ...:., c~ ". . \._.~._- ;..~.) PI STA. D6Ito o T L R PC STA. PT STA. = 2/HOIJ./O = SS- 211' 13. (L TJ = .rfJJ' 21. = 1165J1 BO.lXJ:_./"-'" \_., , : . OVERALL BR~~, '!.NG{i!:-.__. _'_ fi _________ (" -,~t)y )- .-..--.----. .. L.l ~''''-___'' .. .. ..~ __,,_-,,_"'-'-'-- LJ .-- ._- ---..-..---...-... -CJI[}tJR700E - r [ BIUDGE STA. ZO+!i6.54 /23.42 RTJ ~ NORTHERN WAY , I I I I -'_ -~'''1r-'~ = 1,65lJ.lXJ = 19+42.99 = 35+36.58 (~~ / ~R/W LINE EXISTING GROUND PROP. CONC. SIDEWALK- 34' { BRIDGE 3B' PROP. CONC. SIDEWALK _._-,_._.__.._.._-~._._._.._._. - -- . EXISTING GROUND 38' 34' PROP. GRAVITY WALL _._-=~_ _~:=~~._==3~~~:?i~i~....... ..... ..... ... ......---I-tL.--------------------m ..1.[\..-.--. . H'~-""--=-=.~-- .......... ..-..------..---..- . -.. - ----.--. -.... '..;;7.L--.-... EL 30.43~""-- ..:::~_-~:~::==~::_-:--:~~:~::jII:::.:- ...... . ._m__m ./" 11 . ....... m _____ ....__. .._._______m.._____..___m....,..L.._ __.....________ .._m..m.._.._. . _./" 11 . ;;r==---------..--------.---+- ..... " - - - - - - - --: .-//~~~;~~~~~~~:::~~-~::-..m-m A T CENTER OF ....FRaPUSED-BRflXE..---....... 30' 30' 26' 26' ZZ' 22' IB' 18' 14' ..__m._.._______..__________. . . ......-.----...----- 14' DATE REVISIONS DESCRIPTION __OPRECORD: lUAHPONG,JR.,P_B. PEe PROFESSIONAL ENGINEERING CONSULTANTS. INC. 200 E. ROBINSON ST. SUITE 1560 ORLANOO, FLORIDA J2BOI /4(]1) 422-8062 engineers p!onnttrs svrvlflOrs BOARD OF PROFESSIONAL ENGINEERS CERTIFICATE NO. 3556 & PEDESTRIAN BRIDGE DETAIL PLAN & ELEVA TION SHEET NO. PLOaIDAP.Il..~ S1ll3Z r... ~ PIOPI!SSIONAL _ ODNSIlLTAJrJ'S.1N 26 01/19/2006 OB.'5().'J9 AM m\pro leels \~ -tJ64V1rdelaltOl.dgn