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COMPONENTS OF CONTRACT PLANS SET STATE OF FLORIDA ruLAHAsseT �L �AUSONVru£ <br /> ROADWAY PIANS DEPARTMENT OF Ti?ANSPORTAHON PENSANU ` E <br /> SIGNING AND PAVEMENT MARKING PLANS — — I❑ <br /> SIGNAL/ZATION PIANS <br /> LIGHTING PLANS <br /> LANDSCAPE PLANS T• <br /> CONTRA (7TPi-TANS <br /> A DETAILED INDEI APPEARS ON THE FINANCIAL PROJECT ID 230�`872 - 1 - 52 - 01 TAIRA ARr , <br /> KEY SHEET OF EACH COMPONENT (FEDERAL FUNDS Fr PNNCE <br /> INDIAN RIVER COUNTY (88000) <br /> INDEX OF ROADWAY PLANS 16TH/17TH STREET LOCATION OF PROJECT was FT ,d110EPDAI£ <br /> FROM 500 FT , WEST OF 14TH AVENUE TO SR 5/US I N/AW <br /> SHEET NO. SKEET DESCRIPTION <br /> 1 KEY SHEET <br /> 2 SUMMARY OF PAY ITEMSW <br /> DRAINAGE MAP TO SEBASTIAN Op xEr NEST <br /> C <br /> TYPICAL SECTIONS - <br /> t1 <br /> SUMMARY OF amriTIES <br /> ROADA'AY SHOP DRAWINGS <br /> OPTIONAL MATERIALS TABULATION .I M n /� /a E tuAniox <br /> T OE f TO PE SUBMITTED T0: <br /> SUMMARY OF. DRAINAGE STRUCTURES <br /> PROJECT NETWORK CONTROL _ K/MES HORN AND ASSOC/ETES, INC. <br /> JAM= ��- N_ noxo e ,A 4431 M. SCADER SKI. P.E. <br /> c / ;; 0 I 2 M3! EMBARCADERO DRIVE <br /> FLORIDAGENERAL NOTES � \ " � <br /> WEST PAW BEACH, Ll7R33407 <br /> vena eCAc - - - 60 — T 32 S Mlles <br /> PL41C _ I,uN. AlnPon <br /> PROFILES .' T 33 5 <br /> � \ 1 nn <br /> _ DRIVEWAY. PROFILES_ - r = A°j o'er nM. PL1N5 PREPARED BY: <br /> ROADWAY 50115 SURVEY I KIMIFY-HORN AND ASSOCIATES, INC. <br /> TO INDIAN _ [ONS'1LTING ENGINEERS A40 PLANNERS <br /> CROSS, SECTIONS LUES ESTATES j ' . x' nu n. ._ oa 4431 EMBARCADERO DRIVE <br /> STORM WATER POLLUTION PREVENTION PLAN / - _ WEST PAW BEACH, FLORIDA 33407 <br /> / ' _ [ Vi=-5fi0-885 -6/5-002 <br /> A+M AA ; ' i' .' IO <br /> CONTRACT N0. C-8168 <br /> TRAFFIC CONTROL PNS ,frog <br /> LA <br /> UTILITT ADJUSTMENTS P par <br /> 0�1NOTE: THE SCAM OF THESE PLAITS MAY <br /> F nt / <br /> A.C. e.e. • 1 6 1 "O ' ' "5` Lrdi°n HAVE CHANGED ❑JE TD REPRORICrfON- <br /> t <br /> ~ A r <br /> BEGIN PR J CT 0 617 T -sew f g - L � 606 n 'F p ay, ev N PR E"_CT-- <br /> STA 105 +60 . 43 nr <br /> erg <br /> ° STA 143 + 53 . 89 <br /> .L Ll <br /> Per <br /> .,. 6.aN ' !. .2^o ePoi'{ <br /> N\f <br /> TO FORT PIERCE TI N TATO N : E I INA <br /> GOVERNING STANDARDS AND SP£CIFKATIDNS: <br /> 07 <br /> FLORIDA DEPARTMENT or TRANSIKARTATAON, � STA 133 +88 .20 (BK) = <br /> DESIGN STANDARDS DATED JANUARY 2DOZ, STA 133 + 96 . 28 (All) <br /> AND STANDARD SPECIFCATKINS FOR ROAD <br /> AND BRIDGE CONSTRUCTION DATED 2060, <br /> AS AMENDED Rr CONTRACT Oa:uu£nrs. DO T�AAR CROSSING NO . 7 I95 - P PROJECT LENGTH IS BASED ON E CONSTRUCTION <br /> REVISIONS STA 125 + 39 . 21 LENGTH OF f ROJECEj AUG 19 200,2 <br /> FLORIDA EAST COAST KEr SHEET REVIsroNSRUALWAY rcANS — <br /> LINEAR FEES DArE Br ASCRIPTION ENGINEER OFJAMES M . SUMISLASKI , PERAILROAD <br />3799 .28__RR MP 228 + 0/l8 kAL7NAY rF. Nn_N /A NGTH OF FROJECT 3799 .28 FlsraL <br /> SHEET <br /> ION$ N/A N /A YEAR N0. <br /> GROSS LENGTH OF PROJECT 3799.28 0.717 _ <br /> FOOT PROJECT MANAGER: RAY PIPPITT, P.E . <br /> . oximioe a.:sJsr Au moubasAs�c�n-nmvJonrziv�a+yvy,.eanon <br />