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Home My WebLink About2016 - Roadway design plans/ traffic control through work zone for D08COMPONENTS OF D08 PLAN SET VOLUME I TRACK tg0r'_t/P"�fl'��t3 VOLUME 1 TRACK GRAD;NG CROSS SECTIONS VOLUME 3 ROADWAY DESIGN PLANS7TRAFFIC CONTROL THROUGH WORK ZONE VOLUME 4 SIGNING AND PAVEMENT MARKING PLANS VOLUME 5 ROADWAY SIGNALIZATION PLANS VOLUME 6 CROSSING LAYOUT PLANS VOLUME 7 r�nrv� MISCELLANEOUS STRUCTURE PLANS VOLUME 9 EMVV� VOLUME 10 VV6064N5_ PRELIMINARY WAYSIOE SIGNAL PLANS REVISION NO SHEETS EDITED This PDF file includes construction plans for grade crossings within the limits of Sebastian ROADWAY DESIGN PLANS/TRAFFIC CONTROL THROUGH WORK ZONE FOR D08 FECR MP 169.76 TO 233.4 C) BEGILI PROJECT IAP 169.76 STA 8960+97.41 CONSTRUCTION 8ASEL111E= STA 205+72.09 PROP. FECR/AAF MA111 TRACK 1 _" EIID PROJECT MP 233.4 51.4. 12321+75.81 COHSTRUCTIO11 6.ASEU RE= STA. 3555+42.91 PROP. FECR/AAF MAIN TRACK 1— STA. 3515+42.50 PROP. FECR,/AAF MAIII TRACK 2 PLANS PREPARED BY: Systems 4500 SALISBURY ROAD, SUITE 440 JACKSONVILLE, FL. 32216 CA# 7503 PHONE: (904) 245-6500 FAX: (904) 245-6510 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. VOLUME 3 ROADWAY DESIGN PLANS/TRAFFIC CONTROL THROUGH WORK ZONE ENGINEER OF RECORD: IAN N. BIAVA P.E. NO.: 50700 ERIC C. WOOLEY P.E. NO.: 54879 U a 4 1it ..iw i C) BEGILI PROJECT IAP 169.76 STA 8960+97.41 CONSTRUCTION 8ASEL111E= STA 205+72.09 PROP. FECR/AAF MA111 TRACK 1 _" EIID PROJECT MP 233.4 51.4. 12321+75.81 COHSTRUCTIO11 6.ASEU RE= STA. 3555+42.91 PROP. FECR/AAF MAIN TRACK 1— STA. 3515+42.50 PROP. FECR,/AAF MAIII TRACK 2 PLANS PREPARED BY: Systems 4500 SALISBURY ROAD, SUITE 440 JACKSONVILLE, FL. 32216 CA# 7503 PHONE: (904) 245-6500 FAX: (904) 245-6510 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. VOLUME 3 ROADWAY DESIGN PLANS/TRAFFIC CONTROL THROUGH WORK ZONE ENGINEER OF RECORD: IAN N. BIAVA P.E. NO.: 50700 ERIC C. WOOLEY P.E. NO.: 54879 U a 4 DATE REVISIONS DESCRIPTION I DATE ,61AVA7,,77 •'CENSE 140 * iw. :Lu �c t P,�E O Z� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. TRANSYSTEMS CORPORATION CONSULTANTS 2400 EAST COMMERCIAL BLVD., SUITE 1000 FORT LAUDERDALE, FLORIDA 33308 CERTIFICATE OF AUTHORIZATION NO. 7503 MICHAEL G. BELL, PE NO. 43217 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. INDEX OF ROADWAY PLANS SHEET NO 1 2 3 - 4 5 - 12 13-14 24-25 27-28 30-31 33-34 36-37 41-42 44-45 53-54 56-57 59-60 65-66 58-69 74-75 77-78 80-81 83-64 86-87 89-90 92-93 95-96 98-99 101-102 104-105 107-108 110-111 113-114 179-120 122-123 125-126 128-129 131-132 134-135 137-138 140-141 143-144 147-148 150-157 153-155 158-159 161-162 164-164 170-171 173-174 176-177 179-180 182-183 785-186 188-189 191-192 194-195 797-198 200-203 205-205 208-209 211-212 214-215 217-218 228-229 231-232 234-235 237-238 240-241 243-244 252-253 258-259 SHEFT DESCRIPTION KEY SHEET ROADWAY SHEET INDEX ROADWAY GENERAL NOTES ROADWAY DETAILS ROADWAY PLAN ROADWAY PROFILE ROAD CLOSURE DETOUR PLAN DESCRIPTION 4ac�soxwuprLom.'bwr aapl Systems F„# >503 +a'ni9 411<:h: onp I G c. VGENSOO�c�j No 54879 — :'x %�• STATE OF �0 4u THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. TRANSYSTEMS CORPORATION CONSULTANTS 2400 EAST COMMERCIAL BLVD., SUITE 1000 FORT LAUDERDALE, FLORIDA 33308 CERTIFICATE OF AUTHORIZATION NO. 7503 IAN N. BIAVA, PE NO. 50700 u THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. INDEX OF ROADWAY PLANS SHEET NO 2 15-23 26 29 32 35 38-40 43 46-52 55 58 61-64 67 70-73 76 79 82 85 88 91 94 97 100 103 106 109 112 115-118 127 124 127 130 133 135 139 142 145-746 149 152 157 150 ALLABOARD FL )?1DA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR I D08 pkcolbns 163 166-169 172 175 178 181 184 187 190 193 196 199 204 207 210 213 216 279-227 230 233 236 239 242 245-251 254-257 260 SHEET DESCRIPTION ROADWAY SHEET INDEX ROADWAY PLAN ROADWAY PROFILE ROAD CLOSURE DETOUR PLAN SHEET ROA DWAI }Y NO. SIGNATURE SHEET 1A ',2016 332.21 PM c:\lransyst ms\pw local\hansyscorp-pn'1\pkco1Jrns\e0171229\SIGNN003.D&J INDEX OF ROADWAY PLANS SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION 1 COVER SHEET 101 FEE AVE ]A SIGNATURE SHEET 104 LINCOLN AVE 2 INDEX SHEET 107 PALMETTO AVE 3 ROADWAY GENERAL NOTES 110 STRAWBRIDGE AVE 4 ROADWAY GENERAL NOTES 113 NEW HAVEN AVE 5 ROADWAY DETAILS 116 PROSPECT AVE 6 ROADWAY DETAILS 119 LINE STREET 7 ROADWAY DETAILS 122 JEMIGAN AVE 8 ROADWAY DETAILS 125 UNIVERISTY BLVD 9 ROADWAY DETAILS 128 HESSEY AVE 10 ROADWAY DETAILS 131 PALM BAY ROAD 11 ROADWAY DETAILS 134 PORT MALABAR BLVD NE 12 ROADWAY DETAILS 137 MALABAR ROAD 13 MICHIGAN AVE 140 JORDAN BLVD 16 DIXON BLVD 143 VALKARIA ROAD 19 HIGHLAND DR 147 1ST STREET 24 PEACHTREE ST 150 SHELL PIT ROAD 27 W. KING ST 153 SENNE ROAD 30 ROSA L. JONES BLVD 155 BAREFOOT BLVD 33 BARTON AVE 158 MICCO ROAD 36 EYSTER BLVD 161 HOLLY STREET 39 RINKER WAY 164 ROSELAND ROAD 41 GUS HIPP BLVD 167 MAIN STREET 44 BARNES BLVD 170 CR 512 WEST 47 CARVER ROAD 173 CR 512 EAST 50 ANSIN ROAD 176 OLD DIXIE HIGHWAY 53 VIERA BLVD 179 SCHUMANN ROAD 56 SUNTREE BLVD 182 99TH STREET (VICKERS RD) 59 PINEDA CAUSEWAY 185 BARBER STREET 62 POST ROAD 188 85TH STREET 65 PARKWAY DRIVE 191 HOBART RD. 68 LAKE WASHINGTON ROAD 194 69TH ST N WINTER BEACH RD 71 MASTERSON STREET 197 69TH ST S WINTER BEACH RD 74 AURORA ROAD 200 HAWKS NEST STREET 77 CREEL ST 202 53RD STREET 80 EAU GALLIE BLVD 205 49TH STREET 83 SARNO RD 208 45TH STREET 86 SOUTH BABCOCK STREET 211 43RD STREET 89 E. NASA BLVD 214 41ST STREET 92 E. HIBISCUS BLVD 217 AVIATION BLVD 95 SILVER PALM AVE 220 26TH STREET 98 SEMINOLE AVE 225 14TH AVE REVISIONS DATE DESCRIPTION DATE DESCRIPTION I.I.RlsavNr eoao.sulrr aro jj41. Systems IAX 3nNVILLE. I.3}116 PHP E 19 ONE 190<I 215-6500 1 EN61NEER OF RECORD: IAN N. 61AYA PE: 50)00 ALL ABOARD FLOR/DA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR DOB pk601Ons SHEET NO. SHEET DESCRIPTION 228 23RD STREET 231 21ST STREET 234 20TH STREET EAST 237 19TH STREET 240 17TH STREET 243 12TH STREET 246 GLENDALE ROAD 249 4TH STREET 252 IST STREET 255 OLSO ROAD 258 HIGHLAND DR ROADWAY SHEET NO. SHEET INDEX 2 '1612016 3'32.33 PN c\transys[ems\pw local\transyscorp-pwl\pkcollins\tl0119229\gnnhtl002.Ogn GENERAL NOTES: 1. THE GOVERNING STANDARDS ARE PER FLORIDA DEPARTMENT OF TRANSPORTATION, 2015 DESIGN STANDARDS AND REVISED INDEX DRAWINGS AS APPENDED HEREIN, AND AAF SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY CONTRACT DOCUMENTS. 2. SURVEY DATUM. NAD83 (2011) FLORIDA EAST(FTUS) VERTICAL DATUM: NAVD 88 UNITS: SURVEY FEET 3. ROADWAY STATIONING FOR THIS PROJECT, PROFILES AND ALIGNMENTS, ARE BASED ON ARBITRARY STATIONING ESTABLISHED FOR THE CENTERLINE OF THE EXISTING ROADWAY CROSSING USING GEOGRAPHIC COORDINATE SYSTEM: NAD83 FLORIDA STATE PLANES, EAST ZONE, US FOOT. 4. THE CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY CONTROL MONUMENTS. IN THE EVENT MONUMENTS ARE DAMAGED OR DESTROYED BY THE CONTRACTOR, THE CONTRACTOR WILL REPLACE THE MONUMENT SOLELY AT THE CONTRACTORS EXPENSE. 5. ALL WORK AND MATERIALS PROVIDED AND INSTALLED TO BE IN ACCORDANCE WITH THE AAF SPECIFICATIONS WHERE APPLICABLE. 6. CONTRACTOR SHALL VERIFY ELEVATIONS ON EXISTING PAVEMENT IN FIELD, AND MATCH EXISTING PAVEMENT GRADES WHEN CONNECTING THE PROPOSED PAVEMENT. WHERE NEW PAVEMENT AND CONCRETE CONNECT TO EXISTING PAVEMENT OR CONCRETE, THE CONTRACTOR SHALL SAWCUT THE EXISTING PAVEMENT AND CONCRETE. 15. UNLESS OTHERWISE NOTED, THE PARCEL DATA AND RIGHT OF WAY INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM GIS DATA PROVIDED BY BREVARD AND INDIAN RIVER COUNTY. POSITIONAL ACCURACY OF THE PARCEL INFORMATION SHOULD BE VERIFIED. 16. FOR PROPOSED RAILROAD SIGNALS, SEE VOLUME 5 SIGNALS PLANS. 17. ALL EXISTING DRAINAGE STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS. 18. FOR UTILITY CONFLICTS, SEE VOLUME 7 UTILITY PLANS. 19. FOR SIGNAL GATE LOCATIONS AND DETAILS, SEE VOLUME 5 SIGNAL PLAN SET. 20. FOR DETECTABLE WARNINGS, REFER TO FOOT INDEX 304. 21. ALL EXISTING DRAINAGE PATTERNS TO REMAIN POSITIVE. ANY WORK INVOLVING GRADING SHALL MAINTAIN POSITIVE DRAINAGE FLOW, UNLESS OTHERWISE NOTED ON THE PLANS. 22. FINAL PLACEMENT OF PROPOSED ROADWAY WORK SHOWN ON THE PLANS WILL BE DICTATED BY SITE CONDITIONS AND APPROVAL FROM THE OWNER'S REPRESENTATIVE. 23. CONTRACTOR SHALL REFER TO THE FDOT DESIGN STANDARD INDEX 300 FOR CURB TRANSITIONS. 7. SEE AAF SPECIFICATIONS FOR INFORMATION REGARDING MATERIALS THAT WILL BE FURNISHED BY FECR AND MATERIALS THAT WILL NEED TO BE FURNISHED BY CONTRACTOR. ABBREVIATIONS: S. THE CONTRACTOR SHALL PROTECT ALL RAILROAD SIGNALS, SIGNAL CABLE AND SURROUNDING PROPERTY WITHIN EXIST. = EXISTING PROP. = PROPOSED AND OUTSIDE THE RIGHT OF WAY. TYP. = TYPICAL FECR = FLORIDA EAST COAST RAILROAD 9. NO FIELD CHANGES WILL BE PERMITTED WITHOUT DIRECT WRITTEN AUTHORIZATION FROM THE PMCM. MP = MILE POST STA. = STATION 10. CONTRACTOR SHALL COORDINATE WORK WHICH AFFECTS ADJACENT PROPERTY OWNERS. ANY QUESTIONS OR RIW = RIGHT OF WAY AGREEMENTS BETWEEN ADJACENT PROPERTY OWNERS AND CONTRACTOR SHALL BE MADE IN WRITING.A COPY OF EL = ELEVATION SUCH AGREEMENT SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE TWO (2) WEEKS IN ADVANCE OF fL = CENTER LINE THE START OF WORK. MIN. = MINIMUM 11. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO CONTROL EROSION AND PREVENT MAX. = MAXIMUM CTS = CENTERS SEDIMENTATION FROM LEAVING THE SITE. PI = POINT OF INTERSECTION PC = POINT OF CURVE 12. EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO. WITH LAND DISTURBING ACTIVITES. PT = POINT OF TANGENT EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE AAF SPECIFICATIONS. TS = TANGENT TO SPIRAL Sc = SPIRAL TO CURVE 13. CONTRACTOR SHALL REFER TO FOOT STANDARDS AND AAF SPECIFICATIONS FOR ADDITIONAL EROSION CONTROL CS = CURVE TO SPIRAL DETAILS. ST = SPIRAL TO TANGENT SE = SUPERELEVATION 14. RAILROAD PERSONNAL ASSIGNED TO THIS PROJECT ARE: V = SPEED — — = ROADWAY R/W / PARCEL LINE ORGANIZATION CONTRACT PHONE INDEX = FLORIDA TRANSPORTATION DEPARTMENT 2015 DESIGN STANDARDS FECR CHARLES A. STONE 904-279-3194 AAF VINAY MUDHOLKAR 305-520-2122 PARALLEL CRAIG OLSEN 904-565-4108 INFRASTRUCTURE REVISIONS DATE DESCRIPTION DATE DESCRIPTION+sov sausvuxr xoAo. score+nv Systems 3a"X ,LLE. F, 322,6 P E PI °° FAX mva) 245- 51D ENGINEER OF RECORD IAN N. BIAVA PE 50700 ALL ABOARD FLORIDA AAF CONTRACT I SECTION I COUNTY' BREVARD INDIAN RIVER FECR 1 008 lFrollins SHEET NO, ROADWAY GENERAL NOTES 1812016 3.32 36 PM c.\transys[ems\pw_loral\bansysroll,l l\pkrolNns\JO1f4229\GNNTR0000 OiN DATE TRAFFIC CONTROL GENERAL NOTES: 1. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARD INDEX SERIES 600, THE STANDARD SPECFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS A MINIMUM CRITERIA, 2. EXISTING REGULATORY SPEEDS SHALL BE MAINTAINED, UNLESS OTHERWISE NOTED. 3. NO LANE CLOSURE ALLOWED ON US 1 BETWEEN SAM TO BPM. AT NO TIME SHALL THE CONTRACTOR CLOSE THE ENTIRE US 1 ROADWAY. 4. PLACE A PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 14 DAYS IN ADVANCE OF ROAD CLOSURE OR PROPOSED CONSTRUCTION START DATE APPROACH TO THE PROJECT LIMITS. AFTER CONSTRUCTION BEGINS, THE PCMS SIGN SHALL BE USED FOR ROAD CLOSURE, LANE CLOSURE, ROAD DETOUR OR OTHER MESSAGES AS APPROVED BY PMCM. 5. CONTRACTOR SHALL CONTACT LOCAL AGENCIES FOR SPECIAL REQUIREMENT OF LANE CLOSURES DURING THE LOCAL SPECIAL EVENTS. 6. BEAU GESTE ROAD, RINKER WAY, SENNE ROAD AND HAWKS NEST ROAD ARE CLOSED DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS, THE PMCM, AND LOCAL AGENCIES AT LEAST 30 DAYS IN ADVANCE OF THE CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL INSTALL TEMPORARY DRAINAGE STRUCTURES AND PIPES AS REQUIRED TO PREVENT PONDING OF STORMWATER ON ANY MAINTAINED TRAVELWAY WITHIN THE PROJECT. REMOVE ALL TEMPORARY DRAINAGE STRUCTURES AND PIPES WHEN THEY ARE NO LONGER IN USE. 8 ANY EXISTING SIGNS TO REMAIN OR TO BE RELOCATED THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESET TO CURRENT STANDARDS FOR HEIGHT, OFFSET, AND METHOD OF INSTALLATION. 9. ANY CONFLICTING EXISTING PAVEMENT MARKINGS AND SIGNS INSIDE AND OUTSIDE THE CONSTRUCTION AREA SHALL BE REMOVED OR COVERED. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED WITHOUT DAMAGING THE PAVEMENT SURFACE. 10. TEMPORARY CROSSING SHALL BE FULL TIMBER CROSSING OR SUITABLE PANELS TO PROTECT THE MAINLINE TRAFFIC AND COORDINATED WITH PMCM. TEMPORARY ROADWAY SURFACE SHALL BE SUITABLE FOR THE DETOUR TRAFFIC AND COORDINATED WITH THE LOCAL MUNICIPALITY, WHICH HAVE JURISDICTION AND IS PAID BY THE CONTRACTOR. GRADE CROSSING PROTECTION DURING CONSTRUCTION WILL BE COORDINATED WITH THR LOCAL MUNICIPALITY, THE PMCM, AND PAID BY CONTRACTOR. REVISIONS DESCRIPTION DATE DESCRIPTION asaa oemrseuavIao3 22 6 CAC n surra ano • Systems LLE. fL. ] 03 PHONE: I00<l Z<5-6500 rAx: INa<I:.S-s51n 11I ENGINEER OF RECORD. IAN N. BIAVA PE: 50700 ALL ABOARD FLORIDA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR D08 pkrol0ns SHEET NO. ROADWAY GENERAL NOTES 4 3/8/2016 3.32'37 PM c\transys<ems\pw local\trareysmrp-pwI\pk,Wfips\dO 114229\GNNTRDOOO,bGN (14 DAYS PROIR) (DURING CONSTRUCTION) PCMS DISPLAY PCMS DISPLAY MESSAGE 1 MESSAGE 2 MESSAGE 1 MESSAGE 2 RAILROAD XX MONTH FOLLOW WORK CLOSED DAY DETOUR BEGINS AHEAD 5. CONTRACTOR SHALL CONTACT LOCAL AGENCIES FOR SPECIAL REQUIREMENT OF LANE CLOSURES DURING THE LOCAL SPECIAL EVENTS. 6. BEAU GESTE ROAD, RINKER WAY, SENNE ROAD AND HAWKS NEST ROAD ARE CLOSED DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS, THE PMCM, AND LOCAL AGENCIES AT LEAST 30 DAYS IN ADVANCE OF THE CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL INSTALL TEMPORARY DRAINAGE STRUCTURES AND PIPES AS REQUIRED TO PREVENT PONDING OF STORMWATER ON ANY MAINTAINED TRAVELWAY WITHIN THE PROJECT. REMOVE ALL TEMPORARY DRAINAGE STRUCTURES AND PIPES WHEN THEY ARE NO LONGER IN USE. 8 ANY EXISTING SIGNS TO REMAIN OR TO BE RELOCATED THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESET TO CURRENT STANDARDS FOR HEIGHT, OFFSET, AND METHOD OF INSTALLATION. 9. ANY CONFLICTING EXISTING PAVEMENT MARKINGS AND SIGNS INSIDE AND OUTSIDE THE CONSTRUCTION AREA SHALL BE REMOVED OR COVERED. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED WITHOUT DAMAGING THE PAVEMENT SURFACE. 10. TEMPORARY CROSSING SHALL BE FULL TIMBER CROSSING OR SUITABLE PANELS TO PROTECT THE MAINLINE TRAFFIC AND COORDINATED WITH PMCM. TEMPORARY ROADWAY SURFACE SHALL BE SUITABLE FOR THE DETOUR TRAFFIC AND COORDINATED WITH THE LOCAL MUNICIPALITY, WHICH HAVE JURISDICTION AND IS PAID BY THE CONTRACTOR. GRADE CROSSING PROTECTION DURING CONSTRUCTION WILL BE COORDINATED WITH THR LOCAL MUNICIPALITY, THE PMCM, AND PAID BY CONTRACTOR. REVISIONS DESCRIPTION DATE DESCRIPTION asaa oemrseuavIao3 22 6 CAC n surra ano • Systems LLE. fL. ] 03 PHONE: I00<l Z<5-6500 rAx: INa<I:.S-s51n 11I ENGINEER OF RECORD. IAN N. BIAVA PE: 50700 ALL ABOARD FLORIDA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR D08 pkrol0ns SHEET NO. ROADWAY GENERAL NOTES 4 3/8/2016 3.32'37 PM c\transys<ems\pw local\trareysmrp-pwI\pk,Wfips\dO 114229\GNNTRDOOO,bGN DATE 3 MILLING AND PPCIIDPArrmr. Tonuorrnm N � F— — MILLED PAVEMENT 1 (1.5" AVG. DEPTH) — OVERBUILD TYPE SP STRUCTUAL COURSE (TRAFFIC C) OPTIONAL BASE GROUP TYPE B-12.5 *ROADWAY SLOPE AND WIDTH ARE VARIED FOR EACH GRADE CROSSING ROADWAY. PLEASE SEE EACH GRADE CROSSING PLAN AND PROFILE SHEETS FOR DETAILS. TYPE SP 5TRUCTUAL COURSE (TRAFFIC C) OPTIONAL BASE GROUP 15 TYPE B-12.5 �¢ CONST. TRANSITION PAVEMENT WIDTH VARIES * 0 TO MATCH EXIST. L1r BEVELED EDGE TO 4 �. EXIST. U I _ TYPE B STABILIZATION LBR 40 TRANSITION PAVEMENT TYPE B STABILIZATION WITH OPTIONAL BASE GROUP 15, TYPE B-12.5 (9"), AND TYPE SP STRUCTURAL COURSE (TRAFFIC C)(6") (N.T.S.) REVISIONS DESCRIPTION GATE DESCRIPTION 4soo sauseunr noeo. score Rao Systems Kase.",«e. rr. zzz�4 ALL ABOARD FLORIDA rxo rsoa P NM- l 1I NIIW Y r.x, rsnm zsasm I AAF CONTRACT SECTION COUNTY BREVARD ENGINEER OF RECORD' IAN N. EIAVA FECR DOB INDIAN RIVER PE: 50700 pkcollins 18/2016 NOT TO SCALE SHEET NO. 5 332.40 PM c\transys[ems\pw IOcal\Iransyscorp-pwl\pkcollins\d01%4229\SPDTRDOOO.LGN DATE R/W LINES ,1111 STANDARD CLEARING AND GRUBBING V, LINE I 4 CONST. 2 TURF I � TURF I Natural Ground 0.02 0.02 Natural Ground 16 TO l: G Ig TO� 12" TYPE B STABILIZATION LBR 40 NEW CONSTRUCTION R/W LINE f CONST. R/W LINE —) TURF MILLING AND RESURFACING_ TURF Z' WIDENING 10' MIN I 10' MIN 2' WIDENING 2 2'� _'— �2' 4" U FQ Z TRAFFIC U SEPARATOR 4�� (SPECIAL) R ONN;ural ki(mNATcH II Ground MATCH EXIST. EXIST. Natural Ground — TYPE B STABLIZATION WITH OPTIONAL BASE GROUP 6 AND TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 3/4'9 AND TYPE SP STRUCTURE COURSE (TRAFFIC C)(1 1/4 ") OVERBUILD TYPE SP OVERBUILD (TRAFFIC C)(THICKNESS 9" MAX) MILLING MILL EXISTING ASPHALT PAVEMENT (7 1/2") RESURFACING TYPE SP STRUCTURAL COURSE (TRAFFIC C) (7 7/2") (FOR INDIAN RIVER COUNTY GRADE CROSSING ROADS) 12" TYPE B LBR 40 REVISIONS DESCRIPTION DATE DESCRIPTION 4500 sausaunr noao. score aao • Systems 11as nv r� 4074 ALL ABOARD FLORIDA PHONE(..Ills-6500 eA. (r4411•111m I AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: IAN N BIAVA FEC) DOS DIAN RD PE. 50700 INDIAN RIVER pkmllins 31912016 ]2" NOT TO SCALE U 0 z SHEET NO. ROADWAYDETAILS 3.32.41 PM cAtransystems\pw_local\transyscarp-pwl\pkmllins\dOl�4229\SPDTROOOO.DGN 1" 1-1/2" SAWCUT MEET EXISTING PAVEMENT - 'OVERBUILD THICKNESS IS DETERMINED BY PROPOSED PROFILE GRADE, FOR AVERAGE THICKNESS OF EACH GRADE CROSSING ROADWAY, SEE SUMMARY OF QUANTITIES SHEET. '-SEE ROADWAY PLAN SHEET FOR PROPOSED SLOPE. REVISIONS DATE I DESCRIPTION I DATE I DESCRIPTION MILLING DETAIL N.T.S. r eoao save ++o + Systems 450%5x`+.E"ra izz,c qLL ABOARD FLORIDA 7%3 pxe. mom zes<so0 M Isar zes-rssm AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: IAN N. BIAVA FECR INDIAN RD08 I DIAN RD PE 50700 RIVER pkcollins /8/2016 NOT TO SCALE F c SHEET ry� ]/�ypy �[s p� TAIp ,�+ NO. 332:41 PM c.\hansysfems\pw_local\transyscorp-pwl\pkmllins\JOd,229\SP TRDOOO.MN a 'lsikiCy3 tk L h•� �y�r�+. ck � EXISTING TYPE SP (TRAFFIC C) �� ASPHALT VARIES VARIES PAVEMENT KEYWAY MILL AND RESURFACE EXISTING VARIES BASE - 'OVERBUILD THICKNESS IS DETERMINED BY PROPOSED PROFILE GRADE, FOR AVERAGE THICKNESS OF EACH GRADE CROSSING ROADWAY, SEE SUMMARY OF QUANTITIES SHEET. '-SEE ROADWAY PLAN SHEET FOR PROPOSED SLOPE. REVISIONS DATE I DESCRIPTION I DATE I DESCRIPTION MILLING DETAIL N.T.S. r eoao save ++o + Systems 450%5x`+.E"ra izz,c qLL ABOARD FLORIDA 7%3 pxe. mom zes<so0 M Isar zes-rssm AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: IAN N. BIAVA FECR INDIAN RD08 I DIAN RD PE 50700 RIVER pkcollins /8/2016 NOT TO SCALE F c SHEET ry� ]/�ypy �[s p� TAIp ,�+ NO. 332:41 PM c.\hansysfems\pw_local\transyscorp-pwl\pkmllins\JOd,229\SP TRDOOO.MN Im_T94 PROPOSED CONCRETE GRADE CROSSING PANEL SAW TOP OF STRUCTURAL COURSE �s°D 0 00 Q,0 0o 0.00 00 EXIST. PAVEMENT \\EXIST. STABILIZATION FILL ANY REMAINING VOID WITH FLOWABLE FILL IF MAX WIDTH) NOTES: A. REFER TO FECR ENGINEERING STANDARD ES6007.1 FOR FURTHER DETAILS. SAWCUT PLOWABLE FILL CARR & rHTTFR RFPIACFMFNT OFTAII PAD NOTES: A. ALL CURB PADS WILL BE CONSTRUCTED OF 4" LIMEROCK BASE AND ALL COSTS WILL BE INCLUDED IN THE COST OF CURB AND GUTTER. CURB PADS SHALL EXTEND 4" BEYOND BACK OF CURB. REMOVE EXISTING C&G� CONST. WIDENING MILLING & 2' : RESURFACING _ MATCH SAWCUT ELOPE SLOPE NOTES: A. ALL CURB PADS WILL BE CONSTRUCTED OF 4" LIMEROCK BASE AND ALL COSTS WILL BE INCLUDED IN THE COST OF CURB AND GUTTER. CURB PADS SHALL EXTEND 4" BEYOND BACK OF CURB. REVISIONS DESCRIPTION DATE DESCRIPTION4sop sausaua F`anp. score 440 Systems IAcaspavnie. . szzrs13 ALL ABOARD FLORIDA PHONE.19041N3-6300 rax13pw 1411s0 AAF CONTRACT SECTION COUNTY BREVARD ENGINEER or RECORD: IAN N. eIAVA FECR D08 INDIAN RIVER PE: SHIHO pkmlNns �/e/2016 U W NOT TO SCALE SHEET r]T ,�+ NO. ROADWAYDETAILS 10 3.32:41 PH a\transystems\pwlocahtransyscarp-pw/I\Pkcollms\OD1f4229\SPOTROOOO.OGN ADVANCE WARNING SIGNS DETAIL FIRST DETOUR SIGN (AS SHOWN IN PLANS) l7 v DETOUR W20 -2A 36"36' X 36" r U ROAD CLOSED W20-3 AHEAD 36' X 36" r1 V PORTABLE CHANGEABLE MESSAGE SIGN NOTES: - 1. WHEN THE POSTED SPEED IS 40 MPH OR LESS, THE LENGTH BETWEEN ADVANCE WARNING SIGNS WILL BE 100 FEET. 2. WHEN THE POSTED SPEED IS 45 MPH OR GREATER, THE LENGTH BETWEEN ADVANCE WARNING SIGNS WILL BE 350 FEET. REVISIONS DATE DESCRIPTION DATE DESCRIPTIONeecrc snuspxxr xopo. score aro Systems 3..e. C )5x3 ALL ABOARD FLORIDA ruoxe (.,II zazasxx IYSbs10 AAF CONTRACT SECTION COUNTY BREV RD ENGINEER OF RECORD. IAN N. eIAVA FECR DOS INDIAN RIVER INDIAN PE 60700 pkcolOns -1812816 NOT TO SCALE SHEET ROADWA /i DE TAI S ]1 332:42 PM c.Vransystems\pw_local\transyscurp- wl\pkcxllms\dOl�4229\SPDTRDOOO.OGN SIGNS DETAIL SIGNS DETAIL DESIGNATION AS SFMRIY S17F VARIES - 6' (MAX.) _ CONVENTIONAL ROAD FREEWAY OR EXPRESSWAY POST -MOUNTED 2" MULTI -LANE 811CI� Street Name a6„C (SPEED DETOUR (SPEED LIMIT: 2 M4-8 (� 24” X 12" 30" X 15" MORE THAN 40 MPH) M6-3 L 21" X 15" 30" X 21" VARIES - 6 (MAX.) DETOUR POST -MOUNTED 3" M4 -OR 30" X 24" 48" X 36" (-LANE 6l'C I Street Named 44.5"C (ALL SPEED LIMITS) J}�— l MULTI -LANE (SPEED LIMIT: 40 MPH OR LESS) DETOUR n14 -9L Ad 30" X 24" 46" X 36" END "(4 -RA DETOUR 24" X 18" 24" X 18" REVISIONS DATE I DESCRIPTION I DATE I DESCRIPTION U Q W NOT TO SCALE F C 4500 SAusOURr Rano. suns 10 SHEET < Systems F""saNOi E. 'L 3zzs ALL ABOARD FLORIDA NO. 1AxEan 4) 24z45A5aa I2®�Adl Y�'A �' DE 7A1ILS FAX 19471 zas-es)n � AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD. IAN N. BIAVA FECR I DOB I BREVARD 12 PE 50700 INDIAN RIVER pkcplNns '/8/2016 3:3242 OR c\haasys[ems\pw baal\[ransyscorp-pwl\pkmlNRs\tl01I4329\SPDTRDOOO.DGN p.14_8 DETOUR 24"X 12" 30"X 15" A16 -2R 21" X 15" 30" X 21" ROAD R11-02 48" X 30" CLOSED REVISIONS DATE I DESCRIPTION I DATE I DESCRIPTION U Q W NOT TO SCALE F C 4500 SAusOURr Rano. suns 10 SHEET < Systems F""saNOi E. 'L 3zzs ALL ABOARD FLORIDA NO. 1AxEan 4) 24z45A5aa I2®�Adl Y�'A �' DE 7A1ILS FAX 19471 zas-es)n � AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD. IAN N. BIAVA FECR I DOB I BREVARD 12 PE 50700 INDIAN RIVER pkcplNns '/8/2016 3:3242 OR c\haasys[ems\pw baal\[ransyscorp-pwl\pkmlNRs\tl01I4329\SPDTRDOOO.DGN POINT STATION NORTHING (FT) POB 12+50.00 1273035.07 POE 17+50.00 11273384.07 EXIST. PROPERTY LINE_-:,,, I Tl +77.34 - - - - 15' OF SILT FENCI,F BARRIER 19.82' L +54.91 +70.33 25.40' LT\ \N L +59.97 +74.38 19.34' L 15.46 LT MALTCH EXIST +7498 __ _ __ --E20.LT 38 1571 BEGIN CONSTRUCTIO STA. 14+59.91 14 ------ Ii4 ROSELAND ROAD �! 13, 43' RT '9 93 MACH EXIST ,q5' R EL. 20.34 _ TRANSITION PAVEMENT WCB --___-__--__ +5491 - -EXIST. -PROPERTY -UME - - LENGTH - -_ - +49.46 EASTING ELEMENT (0°00'00") - _- +50.48 (FT) MATCH EXIST 1 1 EL. 20.11 (STRAIGHT) -. 819941.78 STRAIGHT 500.00 N45°43'58"E 820299.23 I I v- - EXIST. RR RTW LINE r PROP. FECR/AAF, MAIN TRACK 2� Tl +77.34 - - - - 15' OF SILT FENCI,F BARRIER 19.82' L +54.91 +70.33 25.40' LT\ \N L +59.97 +74.38 19.34' L 15.46 LT MALTCH EXIST +7498 __ _ __ --E20.LT 38 1571 BEGIN CONSTRUCTIO STA. 14+59.91 14 ------ Ii4 ROSELAND ROAD �! 13, 43' RT '9 93 MACH EXIST ,q5' R EL. 20.34 _ I cccnln TRANSITION PAVEMENT 24' OF SILTFENCEB PRIER- --___-__--__ +5491 - -EXIST. -PROPERTY -UME - - - -. __ 23.39' RT - -_ - +49.46 29.91' RT -,9'-CONC. SWIC_� +50.48 37.63' RT MATCH EXIST 1 1 EL. 20.11 I cccnln REVISIONS DATE I DESCRIPTION I DATE A7 Al 1 EXIST ).62 +84.81 I 44.13' RT I PROP. CONCRETE PANI PROP. FECRIAAF MAIN TRACK 1 I I�EXIST. RR RTW LINE CONCRETE PANELS 0 5 20 Feet U a w 0 � ry u b r 11 I o 16.26' LT - STA 15+00.00(p� f} CONST. ROSE i'nn STA 2455+7-7-.3 f- _PROP- F -Cwf 11 RESURFACE EXIST. PA EL \1 +04.92 �I �l " +97.38 1 15.81' RT I +95.77 18.32` -RT- --' -- - - I �1I 28.80 RT -- +i l 32 +0 .43 38.94 40. 8' RT MATCH EXIST EL. 20.77 _ +99. - 4]1.70' RT ter- +97.64 -- 42.03' RT ♦ T VD ROAD w MAIN -TRACK -L- END END CONSTRUCTION S IA. 15+43.46 � Q ]6 w i W CL CONST. ROSELAND ROAD ti U _ W w �l 8' C ON C. SWK. +43 46 33Y RT w I MATCH EXIST EL. 20.25 b ti EXIST. PROPERTY LINE 0 U I u I w O 1 POSTED SPEED LIMIT IS 35 MPH o ��rr z DESCRIPTION 4mO s4usauRr ROAD, RUVR 44O ROSELAND ROAD SHEET Systems FX, RONV,LLa fL a1E,a X, >wa ALL ABOARD FLORIDA NO. xXxR: r) 24 z4s-RsoO P AxmOm z4s-asrn � AAF CONTRACT SECTION COUNTY � .aD7 ENGINEER OF RECORD P IAN N. BIAVA FECR DOB BREVARD T��pX' ,A �s 71D�� oT 164 PE SW00 I I INDIAN RIVER R WV' 71 PLAN pkcollms 1/8/3016 3:44.13 PM c\transys[ems\pw local\hansyscorp-pw]\pkcollrns\tl01A:345\PLANRBOSS.D;n TRANSITION PAVEMENT MILLING & RESURFACING OVERBUILD WIDENING - NEW CONSTRUCTION REVISIONS DATE I DESCRIPTION I DATE A7 Al 1 EXIST ).62 +84.81 I 44.13' RT I PROP. CONCRETE PANI PROP. FECRIAAF MAIN TRACK 1 I I�EXIST. RR RTW LINE CONCRETE PANELS 0 5 20 Feet U a w 0 � ry u b r 11 I o 16.26' LT - STA 15+00.00(p� f} CONST. ROSE i'nn STA 2455+7-7-.3 f- _PROP- F -Cwf 11 RESURFACE EXIST. PA EL \1 +04.92 �I �l " +97.38 1 15.81' RT I +95.77 18.32` -RT- --' -- - - I �1I 28.80 RT -- +i l 32 +0 .43 38.94 40. 8' RT MATCH EXIST EL. 20.77 _ +99. - 4]1.70' RT ter- +97.64 -- 42.03' RT ♦ T VD ROAD w MAIN -TRACK -L- END END CONSTRUCTION S IA. 15+43.46 � Q ]6 w i W CL CONST. ROSELAND ROAD ti U _ W w �l 8' C ON C. SWK. +43 46 33Y RT w I MATCH EXIST EL. 20.25 b ti EXIST. PROPERTY LINE 0 U I u I w O 1 POSTED SPEED LIMIT IS 35 MPH o ��rr z DESCRIPTION 4mO s4usauRr ROAD, RUVR 44O ROSELAND ROAD SHEET Systems FX, RONV,LLa fL a1E,a X, >wa ALL ABOARD FLORIDA NO. xXxR: r) 24 z4s-RsoO P AxmOm z4s-asrn � AAF CONTRACT SECTION COUNTY � .aD7 ENGINEER OF RECORD P IAN N. BIAVA FECR DOB BREVARD T��pX' ,A �s 71D�� oT 164 PE SW00 I I INDIAN RIVER R WV' 71 PLAN pkcollms 1/8/3016 3:44.13 PM c\transys[ems\pw local\hansyscorp-pw]\pkcollrns\tl01A:345\PLANRBOSS.D;n 23 22 21 20 19 18 --PROP. FECR, PROP FECR/ EXIST. AqF MAIN .AAF MAIN EXIS' - RRR/W 'TRACK 2 TRr ICK I RR R/,V + ?BEGIN PROFO0.7ILE 3J EA1gqD PROFILE N�A-e" XI'S�T. EU: 2L53' + EL 20.7';' (4) 0.900% +) 0.00cI%\6 I +�I r PROP. /Pp_ROFILE_ XIST. - OFILE y CL CO('ST. ROSI LAND RE. - n W ¢-CONS ROSELA NO RD. P ?OP. FEC 2/AAF — RESURFA,.E TWIN TRA( K 2 - EXIST. T,2ACK +50 +30 141-00 +20 +40 R. -VISIONS DATE I DESCRIPTION I DATE 1 OESCRIPI ION 23 22 21 20 19 18 SCALE 1" = 20' HORIZ. i 1" = 2' VERT. W U +50 +30 15 F00 +20 +10 +50 +30 16 F00 +20 +10 z =o.E°,p p, spO�E .4p ;.° , ROSEI�.;�lll D ROAD SHEET kt 000,6 Systems ca. son ALL ABOARD FLOR/DA NO. PHONE 19041145-6500 Eax. 19041245151. ARE CONTRACT SECTION COUNTY sg M. • 61 -a 57 ENGINEER of RECORD.IAN N. RIAVA FECR DOB BREVARD I,� tjADW ^ Y PROFILE l�.u� u'V !71 II4LL�/[� 165 PE:SW00 INDIAN RIVER pk M,Dn /8/2016 3:44.15 PM c\transy5Rms\pw local\tran5y5corp-pwl\pkc011ins\dOi91 45\PROFRD055.tiN TRAFFIC CONTROL PHASING NOTE: PHASE 1:- CLOSE SIDEWALK AND CONSTRUCT TEMPORARY PAVEMENT. - CONSTRUCT ROSELAND ROAD. PHASE 2: -REMOVE TEMPORARY PAVEMENT. -CONSTRUCT SIDEWALK AND RAIL TRACKS. n 0 0 ! -- — —— - ]4 +86.14 +27.80 13.38' Ri 13.30' R Co - (p (p—p �— — — — — -- —" — _ 200' _ _ 200' _ 100'9250'1 w loo' loo' ONE LANE- JSJ:' -ROAD-- - . WORK- - - AHEAD_ HEAD BE - -- - - PREPARED i SPEEDING FINES TO STOP m - DOUB E0 L a WHEN ERS I m PRESENT os I LEGEND TEMPORARY PAVEMENT WORK AREA m TYPE I OR 11 BARRICADES TYPE III BARRICADES W7STE-411I - - BURNING LIGHT �I WORK ZONE SIGN REVISIONS DATE I DESCRIPTION 1 DATE PROP. FECR7AAF MAIN TRACK 1 � I ti PROP. FECR7AAF -" MAIN TRACK 2 I 1 1 I 1 OO +39.86 - 13.40' RT +3439 ]8.1T RT, 735 - /L7.82�' - 18.644 +'9 .28 - 29. 57R - r I I ` I DESCRIPTIONL 4sna sauspunr XOAp. aorta aea ,ArX=4Xw,«E Systems 'Ab ]503 PHOXE: (909) IOS<500 rAx: Wool zas-cs�n Feet ENGINEER OF RECORD. ERIC C WOOLEY PE 54879 ALL ABOARD FLORIDA AAF CONTRACT SECTION COUNTY BREVARD FECR D08 INDIAN RIVER pkcWllns w I0, loo' zso• 100 zoo• zoo' w CL CONST. ROSELAND ROAD 16 +68.44 12.40' RT 0 U w ti �v w h Fx- I w 0 U W Q U 0 x t - u ti z SHEET ROSELAND ROAD NO. M.P 21'.5% TE,11p TR,4F1FIC CONTROL FLAN 166 i7B72016 3.44:20 PM c \transystems\pw_local\transysrarp-yWl\Pkaollms\NOI4e54STCPLRD055AAgn I i it L 0 5 20 Feet I U Q — w SEEDING FWEG ' DOUBLED o BE WHENWORKERS m PREPARED PRESENT n TO STOP Of ROAD � nAHEAD WORK �o HEA w I0, loo' zso• 100 zoo• zoo' w CL CONST. ROSELAND ROAD 16 +68.44 12.40' RT 0 U w ti �v w h Fx- I w 0 U W Q U 0 x t - u ti z SHEET ROSELAND ROAD NO. M.P 21'.5% TE,11p TR,4F1FIC CONTROL FLAN 166 i7B72016 3.44:20 PM c \transystems\pw_local\transysrarp-yWl\Pkaollms\NOI4e54STCPLRD055AAgn LENGTH WBC WCB (0100'0011) \ POINT STATION NORTHING EASTING ELEMENT (FT) (0°00'00") R=STARTING R=END (STRAIGHT) ANGLE ANGLE PDB 72+50.00 1266598.93 826919.24 I STRAIGHT 163.30 N87' 23' 41'E PC 14+13.30 1266606.36 827082.38 EXIST. RR RIW LINE R=1746,0000 80.10 N87' 23' 41'E NB3' 23' 24"E 1�Y PT 74+93.40 1266672.79 827162.20 1 STRAIGHT 458.31 N83" 23' 24"E 0 5 20 POE 19+51.71 1266665.54 827617.47 r PROP. FECR7AAF Feet OC EXIST. RR ECRYAMAIN TRACK 7 R7bt)\INE� PROP MAINFTRACK A2 i1 \ Z\ -EXIST. PROPERTY LINE 38490 IT 1 b D MATCH EXIST. D co EL. 15.08 LL +72.00 EXIST. PROPERTY LINE C(\ \ 30.50' LT 'o MATCH EXIST. CL CONST. N. LOUISIANA AVE. EL. 14.80 I ry STA. 15+50.89 CONST. MAIN STR ET= END CONSTRUCTION - PROP. FECR7AAF (I/N TRACK 1 +2838.40'.20 LT STA. 16+72.00 - e \ w _ - +20.00 EL. 77.51 _ o I e z +,48.87 _ _ ` 13,00' LT _ _ _, �-, • • `, 22.74' IT �/� MATCH EXIST. - E _ - - - y • • - -_�1L� - , 30.45' o EL 18.73 111 int +39.28 � 30.45' LT ADJUST EXIST. MH RIM o' 79.69' L -'• -•� +133.�� EL. 16.24 = - - - _ - _ � ZO- MA'ECtI -SAV I 25.97' LT 74A _. +35.29 2369' LT EL 78.33 14.N ]8.46,' LT _._ --- w TCA-IXS`T +5277 DETECTABL W+11)12 G _BEGIN CO�/�"�S,,TRUCTION _ �s.l�, - p +zs.76 zo69' LT +a�112 .S%A 14+2U.UU- - - - - a3J.67 _ _ 15+01n d 27 Al' L EL 20.07 75.46' LT +04.84 ]8.018.03 1".56' LT 14.88 +66.88 / - -- d \ MATCH E ST. +22. 5.46' LT EL ]8.43 +14.76 EL. 17.63 < 14.50' _ - - _ ro. EL. 19. - -- ` _ ` 19.51 LT �- __ - - EL 7829 X15T.1 ` _ - _ EL. 17.83 `m U J\ \ +67.36 MAIN STREET /" / �- - �- -. \ / +43.51 1.00' Lr Q A +73.87 +07.34 \ +64.65 +14.76 EL. ' LT .20 1319' IT 73.06' L+19.0] 1.00' LT 1 6 X 1-00'-T 1.00' LT 14 _&G TYPE F EL 17.91 7 R EL. 20.08 - _ - 5 13.23' LT _ ' I / � ,jl � u \ � _ _ _ _ _ - - _ _ +67.36 1 +37.60 1 / r, +64.55 1.00 RT Q CONST. MAIN STREET- - STgi19+74�:66 �A. 14+84. @ - 7,00' RT 2' RAF 5 AAT P 1 /' EL 76.20 'CONST: MAINiSTREET CONST. M IN STREET �' STA 8)46624/@ STA. 100+00. @ T SEL. 20.08 NSv� Ni LOUISIANA AYE Q CONST. 5. UfSTANA AVEp - -._ - - C6_SG TYPE F +20.00 1 , +73.87 C&G-"TYPE E -/ w j +83.29 \ +14.76 ,/ m +37.60 +52.52 13.00' RT +65.41 14.87' RT 74.64' RT C4 P P// / x 13.00' RT 72.98' RT ]3.00` RT EL. SSBI �i- ' 18.93' T _ - L. 18.70 / / MATCH EXIST. MATCH EXIST MATCH EXIST. 22 22 EL. 2007 %� � E L EL. ]8.67= -- - - - 23 ¢06.86 _ 1 `15.31' RT - -` - \ - - _ =1 - -€L-18,19 -- EL ]7-�4- _ - - +66.64 7-� - 9 9 RT L22 54 +43.5' --- _ - -. CRC MATCH EXIST. - 22)6' RT - - - - 28.55' RT DETECTABLE WARNINGS EL. 18.30 +63.73 -EL,- L - +64.38 -z- 1 58' RT +37.79 23.67' RT 'J h - -�--- _. _- _ 20.79'I'T - .. CONST. TYPE C DBI MATCH EIXST 32.01' RT PROP. CONCRETE PANELS +72.00 T --E�(4�T-@1L€T1�L0NC.-APROY CJi4r EL. 17.9 _ EL -]9.49 28.86' RT -� SHOULD BE REPLACED A71L� iAf) RT - +40.62 +5812 MATCH EXIST. " 0 a._ CONNECTED TO EXIST. PIPES MATCH EXI T. r- 31.02' RT 26.74' RT EL. 15.80 0 1 -N-.INV, E{,_7_a7 EL. 18.04 I O PR CONCRETE PANELS- tai 5 INV. EL. 74.6 DETECTABL C +50.14 e LEGEND PER FOOT INDEX 232 WARNINGS +74.80 �_ 27.9T RT ` TRANSITION PAVEMENT 37.38' MATCXIST: Z _ MILLING & RESURFACING EL. 18.11 _ OVERBUILD I If w I WIDENING- ® NEW CONSTRUCTION POSTED SPEED LIMIT IS 30 MPH o z REVISIONS DATE DESCRIPTION DATE DESCRIPTION �xx 1X11 `puny Npap, some 440 MAIN S TREE Ei T SHEET Systems 1E 11 3::16 GLL ABOARD FLORIDAca> rs4a NO. PHONE: (9n4)145 -65W P 21� 42 Pac 190 1249 ". AAF CONTRACT SECTION COUNTY o/�yq.. EN61NEER OF RECORD: ERIC C WORLEY FECR I OBB BREVARD �y®�� igpT A Qy �p A JAp 167 PE. 54978 INDIAN RIVER R Y'Y A 6 PLAN pkcollips i/9/2016 3'4423 PM cAtransystems\pwlocal\b'ansyscorp-pwl\pkcallins\NO]il740\PLNRD056.06N REVISIONS DATE DESCRIPTION DATE Ot5LMJf`riOn J�SyStBMS p ,LLE.Cau 1503 41� PHONE. l<I raxInONsa.11. IpII EN61MEER or RECORD ERIC C. WOOLEY PE. 54979 ALL =BOAMD �FLORIDA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR D08 lkl.lhnl ffL4 IN 9 TREE T SHEET NO. HP 219.42 ROADWAYPROFILE 168 1812016 3A426 PM c:\transystem5\pw_locai\transy5corp-pwl\pkcollins\dOl�40\PLPRROO56d,n t - RR w PROP.FECRI LI E AAF MAIN TRACK 2 30R E K15T. 30 -RW INE PROP. FECRI AAF MAIN TRACK, 1 28 28 26 26 M 2440' K 10 --r --- ----- 24 4 V.C. E) 1.53791 K 12 6 Q , Q END PROFILE 22 rm PpnFJIF - �n cs 3z VC 464-72� 22 "T. -4 20 + + + MATCH EX j ST. E EL. 16.12 FATC L 18. 8 2 2 0!717% 20 c� . . . ...... .. . ... QQ + + V 6 c�. o 18 W 0.8 J + IB -------- - - - - - -_-gi kv, ij EXIST. PROFILE CL CONST. MAIN STREET 16 K + �39 16 3.8- 1 31' V_ ----------------- 14 ROP. FE � RI 74 AAE -MAIN ...... TRACK 2 FECRI _�PROP. AAF AfAl� V RC P. PROFI E Inn TRACK I CL C ONST. �tlN STRErT 12 1 -z, on m- nn 7 i A- - nn I i7 nn12 26 26 24 STA. 8 Ro +66.2.¢ 24 MATCH EXIS F. 22 EL. 18.0222 BE IN PROFILE .......... . . ST 81+51.7 20 MA CH E IST. N1 0 20 *****4 + 18 % + ------- Opp EX15T PROFILE PRPP. ��-ONST. PROF E CL CO i ST. LOUISIANA AVENUE S. 16 (L L�.0 ISIANI AVENUEN. PROP. PR -CL -CONST )FILE -EDWSTA WA-AVEN`UE 5: EXIST. PROFILE CONT. LOU151PIVA AVENUE N. (4) 1.00% 14 1 4 1212 2 SCALE --- l" = 40' HORIZ T I I" - 4 ' VERT. RI nn 1 7r; a 4 -nn 1 7 n 7 -1- n n I REVISIONS DATE DESCRIPTION DATE Ot5LMJf`riOn J�SyStBMS p ,LLE.Cau 1503 41� PHONE. l<I raxInONsa.11. IpII EN61MEER or RECORD ERIC C. WOOLEY PE. 54979 ALL =BOAMD �FLORIDA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR D08 lkl.lhnl ffL4 IN 9 TREE T SHEET NO. HP 219.42 ROADWAYPROFILE 168 1812016 3A426 PM c:\transystem5\pw_locai\transy5corp-pwl\pkcollins\dOl�40\PLPRROO56d,n LEGEND ® WORK AREA PCMS DATE WORK ZONE SIGN MAIN STREET F m A 2 m a 0 O r O TYPE III BARRICADE (WITH FLASHING LIGHT) REVISIONS DESCRIPTION I DATE EN PR S�gPS�YPN 0 D `51 I 60N�EJ PR S�gPS.�tpN MAIN STREET Lu O O=A O ¢ O OfUQ -00 -- ONE WAY saw =K SEE ADVANCED WARNING SIGNS DETAIL DESCRIPTION 45M surseuaI .. surre aao Hag IN S TREE T Systems CAI71N,r ., ,,,,s CAI .:03 4L1 ABOARD FLOR/DA oNE. 004) zas-c Eex rzuaraas-ezro AAF CONTRACT SECTION COUNTY I MP 21 4,,f2 SHEET NO. U u ENGINEER DF RECORD' ERIC GWDDLEY BREVARD I p� �+ T� Tt,� �y �-p ]69 PE. saws FECR I D08 offlns INDIAN RIVER lIalm�i®AD:aa. LOS �tRE �uw�_I DETOUR i%>OD\TCPLRODS6.O:N / \ / STATION LENGTH WCWCB (0"00'00") POINT NORTHING FASTING ELEMENT (0-00,00.) TRAI 0 R=STARTING R=END (FT) (FT) (STRAIGHT) ANGLE) ANGEL) - \ POB/PC 72+49.58 1254438.98 827884.54 1\ R=1472.30 754.5 N33°42'02"E N27"41'78"E PT 14+04.17 1264571.77 827963.37 0 5 20 PC 14.04.17 1254571.77 827963.37 R=483.75 309.2 N27°11'40"E N63°48'58"E / Fee` PT 17+13.37 1264784.80 828180.19 STRAIGHT 39.1 N66'3178.7"E POE 17+52.48 1264802.06 828115.28 EXIST. RR R/W LINE PROP. FECR/AAF PROP. FECR/AAFMAINTRACK 1 k MAIN'TRACK 2 / +05:22 28.29' LT / ( - - +97.12 +10.53 ` 33.38' L 38.61' LT DETECTABLE WARNING / +94.72. +14.2 6' CONC. SWK. +91.85 34.93' LT 36.3 ' LT k +55.00 29.75' LT / 29.71' LT MATCrAIST I \ c MATCH EXIST EL 18. \ --EL 18.24 SOD // d -_ = C&G TYPE FF� EXIST. RR R/W LINE _--------- +55.00 -- - - - - T EGIN CONSTRUCTION MATCHT EXIST- STA. 14+55.00 EL 78.78 4 3 1 STA. 15+00.00 @,Q CONST. CR 572 WEST` 39 75 STA 2575+12.83 @ PROP. FECR/AAF MAIN ACK 1--� \ 14 ! +55.00 _ 4 CONST. CR 512 WEST CR 512 WEST / ]9.56' RT MATCH EXIST / EL 19.40 - 76 ' - - - z END. CONSTRUCTION L C&G TYPE F -1 ' __ STA. +14.24 ` _ - +60.65 ]9.57' RT +55.47�\,_ 26.67' RT `a _ -_ • _ , ! +58..08 _�'• /, \ / i `/�_� 28.39' RT RESURFACE EXIST. PANELS' / � _ ' / PROP. CONCRETE PANELS _ •• _ +70.90 _ _...•- ' 36.72RT 77> U� �. �• •.- 66.83 \\ 34.14' RT\,EXIST. PROPERTY LINE LEGEND TRANSITION PAVEMENT 0 MILLING & RESURFACING -- OVERBUILD - ! WIDENING NEW CONSTRUCTION / / �,�:- - ,./ / / POSTED SPEED LIMIT IS 35 MPH REVISIONS / pgT p�v vga �T �T DATE DESCRIPTION DATE DESCRIPTION emao sausnvnr nano. swrE nao �°� JI WC ��' �`' �Ks�� f[ ��1 �� W>� SHEET Systems NNNrr.E. rr 311x4 aa<,soa ALL ABOARD FLORIDA NO. PNONE: (9011115-65Nn A AD aD 1 (F 0 raxre"nr z+s-,mo I AAF CONTRACT I SECTION I COUNTY LPJLIl<- E&its BREVARD ENGINEER OF RECORD IAN N. IRAVA I FECR DOB r� OADWAY PLAN 770 PE: 50700 INDIAN RIVER OO pkcolOns 31012016 344:34 PM c\transystems\pw local\transyscorp-pwl\pkcolNns\dO2OO226\PLANR00W.dgn 30 28 26 24 i 22 20 18 76 4 2 _ 0 ( 1300 REVISIONS DATE I DESCRIPTION I DATE I _ ISI - PROP. hECR/ qAF rK I—E-XIST. -RR--- TRARK 7 R/W LWE EXfS F. RR R/W LINE pRO . FECR/ AA MAIN FR 9C1: -2 R I41 Q TA. 14 55.00 + Imo, m MATCH XIST. ----------------------- (-10 0% _(-100_00% aw ROP. PRi FILE \ \ _ E-1VY� CONST. R 512 WST ROf�' € RESURFACEs\ \ Exr PANE6 STA. 15-1-051 EL. 1 f.52 PROP. FEC 3/AAF IV IN TRACK 2 i 0 1 -_2 SCALEI" - 40 HORIZ. 14 00 15-00 16 00 r = ' VERT. 0 z CR 512 WWEST° /J SEBASTIAN RL VD SHEET NO. HP 214.70 R®ADWvAY PR®FZLE 171 3/8128]6 3.44:36 PM c\lransYs[ems\pw_lo<al\Iranrysmrp-pwl\pk<ollrns\dD2Q0228\PRDFDO5J dyn EXI 3T. PROFi LE DESLRIYI/ON I40 aZ=141�1me Ft avmawr a S1/Stems 10 ALL ABOARD FLORIDA F.:Iso4) 241111a AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD IAN N. BIAVA BREVARD PE: 50700 FECR D08 INDIAN RIVER pk<ollins P 26 M ry N 24 e _ W J C K 22 z U, 20 w h °z w 18 J 16 m 0 14 LL _ `z 0 —_ 12 w J W W 10 tr, 8 N y N 4 O 6 0 o w z 4 a DESLRIYI/ON I40 aZ=141�1me Ft avmawr a S1/Stems 10 ALL ABOARD FLORIDA F.:Iso4) 241111a AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD IAN N. BIAVA BREVARD PE: 50700 FECR D08 INDIAN RIVER pk<ollins CR 512, SEBA STIAN BOULEVARD (Nl LEGEND PCMS D WORK ZONE SIGN TYPE ID BARRICADE (WITH FLASHING LIGHT) —� ONE WAY ROAD TRAFFIC DIRECTION REVISIONS DATE I DESCRIPTION I DATE RAIL TRACK \ \\\ n o \ \ MAIN STREET 0 C Z 8n013a 1691BNIllSYb3524Stl ^` z c I m 0 ONE WAYS C \\\ Q co 00 O O \\\\\ IrI m 0 o \ \\\ \ \SEBASTIAN BOULEVARD (S) 517, SE6kS71P.tl ALWI DETOU U LL r �'= slzs®urva+�w DETOUR f� DESCRIPTION asap sauspver apn0. svv¢,np jllSystems F�.75031.E r a,,,a cae nvn ALL ABOARD FLORIDA Pax.1z.l2+,M,,o I AAF CONTRACT SECTION COUNTY ENGINEER OF RECORDERIC C. WOOLEY I FECR I D08 BREVARD PE: 54879 INDIAN RIVER pkmllins %k SEE ADVANCED WARNING SIGNS DETAIL CR 512, 9EBAST'I" BLVD �N) SHEET NO. HP 214.7® ROAD CLOSURE DETOUR pLAN 772 318/2016 3 44:39 PM c\transys[ems\pw_local\lransyscorp-pwl\pkmllins\do3ti¢2R\TCPLRD057 DGN —i O anomia O M78IA�lSre�ilS * o z m DO Z2 C \\\ Q co 00 O O \\\\\ IrI m 0 o \ \\\ \ \SEBASTIAN BOULEVARD (S) 517, SE6kS71P.tl ALWI DETOU U LL r �'= slzs®urva+�w DETOUR f� DESCRIPTION asap sauspver apn0. svv¢,np jllSystems F�.75031.E r a,,,a cae nvn ALL ABOARD FLORIDA Pax.1z.l2+,M,,o I AAF CONTRACT SECTION COUNTY ENGINEER OF RECORDERIC C. WOOLEY I FECR I D08 BREVARD PE: 54879 INDIAN RIVER pkmllins %k SEE ADVANCED WARNING SIGNS DETAIL CR 512, 9EBAST'I" BLVD �N) SHEET NO. HP 214.7® ROAD CLOSURE DETOUR pLAN 772 318/2016 3 44:39 PM c\transys[ems\pw_local\lransyscorp-pwl\pkmllins\do3ti¢2R\TCPLRD057 DGN STATION LENGTH WCB POINT (FT) NORTHING EASTING ELEMENT (FT) (0°00'00") (STRAIGHT) - -- J POB 12+50.00 1263377.97 828254.91 STRAIGHT 185.6 N60°07'01"E PT 14+35.58 1263470.37 828475.82 \ STRAIGHT 111.4 N63'28'09"E J / \ PROP. FECR/AAF PI 15+46.95 1263520.11 828515.45 ��II �MAI)N TRACK I L — STRAIGHT 203.1 N66 -26'06"E / PROP. FECRFAAF d SEXIST. RR R/W LINE 0 5 20 POE 17+50.05 1263601.37 828701.62 MAIN TRACK 2 -\� 1 I l II ' / / / i �� Feet XIST. RR R/W LINE L / i EXIST. PROPERTY LINE / ++(�p'17fW 7212 F rL. 7159 BEGIN CONSTRUCTION / STA.14+72.55 � 14 CR 512 EASTBOUND i c \ EXIST. PROPERTY LINE I it I LEGEND ® TRANSITION PAVEMENT ® MILLING & RESURFACING -u' OVERBUILD WIDENING ® NEW CONSTRUCTION DATE I DESCRIPTION REVISIONS I DATE I DESCRIPTION �1'�83.20 28.25' 8.25 ' L +80.2] +2+18.55' L I _ EXIST. PROPERTY LINE/ Lr T F4`-7- Imo- J'/ •!� /!• — II II mss END CON UCTION II II N S rA. 14+97.2 w ii15ll k 16 a II - II STA. 15+00.00 Qo CL CONST. CR 712 EASTBOUND z II II ` STA 2587+53.39 C& PROP. FECR/AAF MAIN TRACK 7 CONST, CR 512 EASTBOUND `m II II ff� Q II II i sal- —,;� ------ IT 36.+77' 70 RESURFACE EXIST. PANELS 36.52' RT - EXIST. PROPERTY LINE — — — +91.76 37.93'.RT- _I m -TE PANEL$- _, ,. - - - - - - -i x I re +87.66 —� 37.52' RT ( I I o � I \ LL LL � O - x ti -r U POSTED SPEED LIMIT 15 35 MPH o z 4soo snuseunr Hoop, surze aro SySlBfilS IAa7O3R�.rr-aa a rAl",�a„ 745 x.00 (.R /.,.s5,n ENGINEER OF RECORD IAN N BIAVA PE: 50700 ALL ABOARD FLORIDA AAF CONTRACT SECTION I COUNTY FECR D08 IIII BREVARD INDIAN RIVER pkcollins /8/2016 OR 512 EASTBOUND SHEET NO. MP 2-15.06 ROAD WA Y RRAN 173 34444 PM c.\transystems\pw_local\transyscorp-pwl\pkcollins\d@60340\PLANRO058dlo 30 28 — 26 24 22 20 18 14 1 12 8 6 4 2 0 DATE BEGIN PROFILE STA. + 14H EX 00 LST— EL. ; 7.70 REVISIONS DESCRIPTION I DATE ( DESCRIPTION PROP. FECR/ LIST. RF AAF RAIN,y�.,_ TRA(K ] FECRII MAIN i EXIST. PANE'S 30 28 Q u N I 6 -- .. — - —-- -- u 4 a LL LL O 2 SCAL P = 40 HORIZ 14100 15-00 16 00 ]" = i' VERT. 0 6 41- IAII .-1 xoao. swrE .14 I CR 512 E1 AS TB OL V D SHEET Systems MCF54NVILLE. F. rax rso3 ALL ABOARD FLORIDA NO. rnxUrralnlpzi%s10 np AAF CONTRACT SECTION COUNTY Ivf((P p,l�p� 215.06 ENGINEER OF RECORD. IAN N. BIAVA FECR DOB BREVARD ROADWAY PRO 174 PE' 50700 INDIAN RIVER -FILE pkrolllps 31612016 344.46 PM cVransysfems\pw_IotahVansyscorp-pwl\pkrollms\dO2!%340\PROFD050,dgn 1 Fr FAIF) A=D PCmS D WORK ZONE SIGN RAIL TRACK--,, \ \ \\ \ \ MAIN STREET amp DETOU \ \ \ ♦ o_ y \\\ akN�wts1 \\ \ m ONE WAY CH TYPE III BARRICADE (WITH FLASHING LIGHT) --?. ONE WAY ROAD TRAFFIC DIRECTION REVISIONS DATE 1 DESCRIPTION I DATE ONE I�WIIAY --3" V �0 + I� anoi3a I N \CR 512. SEBA ST IAN BOULEVARD (NI 0 \\\ O O \ \ \ no13 W rn o \ — SEBASTIAN BOULEVARD (S) 00 f� DESCRIPTION 4s4X sa Vll wv 1 . SXITE 44X I • Systems 'a"3X03 FL. 31L4 ALL ABOARD FLORIDA 03 FXOXE (90<I z05 -65X0 FAX Iran zas-u rX AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: ERIC C. WOOLEY FECR I DOB BREVARD PE: 54819 INDIAN RIVER pkcXllms *SEE S% ADVANCED WARNING SEBASTIAN BOULEVARD IS) SHEET HP 215.06 ROAD CLOSURE DETOUR PLAN 15 /8/2016 3.44.49 IN c\t,A,yst.,\pw IXCaI\transysaorp-..Apkmllms\dOA0340\TCPLRDO58 DGN t \\\\ O O U w m l DESCRIPTION 4s4X sa Vll wv 1 . SXITE 44X I • Systems 'a"3X03 FL. 31L4 ALL ABOARD FLORIDA 03 FXOXE (90<I z05 -65X0 FAX Iran zas-u rX AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: ERIC C. WOOLEY FECR I DOB BREVARD PE: 54819 INDIAN RIVER pkcXllms *SEE S% ADVANCED WARNING SEBASTIAN BOULEVARD IS) SHEET HP 215.06 ROAD CLOSURE DETOUR PLAN 15 /8/2016 3.44.49 IN c\t,A,yst.,\pw IXCaI\transysaorp-..Apkmllms\dOA0340\TCPLRDO58 DGN \ \ PROP. FECRIAAF J EXIST. RR RIW L�NE MAIN TRACK,? \ 10 \\ \m I \ D \\ P. ON, \ OF SILT FEN RIER;- +31.68� - 17.24 R ) BEGIN C fUN TRU&TION\ MA c T Ext r STA. 14438.15 \ \EL. ]8 I9 ` +38.15 I 9.31' RT MATCH EXIST / EL. 18.23 I\ +34.16 / 19.33' RT 58' OF.SILT FENCE BARRIER PROP. FECR/AAF MAIN TRACK 7 PANELS POINT STATION NORTHING CASTING (FT) POB 12+50.00 1259031.17 830179.71 PC 13+85.19 1158903.38 830226.78 PT 14+83.65 7258853.55 830302.90 PC 15+15.99 1258855.45 830335.79 PT 16+14.43 1258805.45 830412.40 POE 17+50.00 1258679.00 830461.26 EXIST. RR RIW LINE 3.28 \ i8' IT ` -INSTALL ONE ADDITIONAL CONCRETE PANEL WCB WCB (000'00') ELEMENT LENGTH (0°00'00'7 R=STARTING R=END (FT) (STRAIGHT) ANGLE) ANGEL) STRAIGHT R=76.34 STRAIGHT R=77.70 STRAIGHT END C NSTRUCTION =STA. IS 3.38 \ JRFACE EXIST -PANELS \. 8 RT TALL ONE ADDITIONAL CONCRETE \ \ 9.62' IT \ ATCH E T LEGEND _ TRANSITION PAVEMENT 0 MILLING 6 RESURFACING /+. \\ 0 OVERBUILD .30 WIDENING L. 18.75 NEW CONSTRUCTION REVISIONS DATE DESCRIPTION DATE +79. qLL ABOARD FLORIDA 9,15' - MAT 'EXIST BREVARD L. 19 FECR D08 INDIAN RIVER r) - 3 - ;19.14' RT I_ .40 24:17' RT + .25 POINT STATION NORTHING CASTING (FT) POB 12+50.00 1259031.17 830179.71 PC 13+85.19 1158903.38 830226.78 PT 14+83.65 7258853.55 830302.90 PC 15+15.99 1258855.45 830335.79 PT 16+14.43 1258805.45 830412.40 POE 17+50.00 1258679.00 830461.26 EXIST. RR RIW LINE 3.28 \ i8' IT ` -INSTALL ONE ADDITIONAL CONCRETE PANEL WCB WCB (000'00') ELEMENT LENGTH (0°00'00'7 R=STARTING R=END (FT) (STRAIGHT) ANGLE) ANGEL) STRAIGHT R=76.34 STRAIGHT R=77.70 STRAIGHT END C NSTRUCTION =STA. IS 3.38 \ JRFACE EXIST -PANELS \. 8 RT TALL ONE ADDITIONAL CONCRETE 135.2 97.5 32.3 98.4 135.6 S20°13'16"E 520"13'16"E N86"37'57"E N86"37'57"E N86°37'57"E 520"45'31'E 1 521°07'42"E 6 0 5 20 mmmk a_ Feet 1C CONST.\DIXIE HWY. \ 6' OLD DIXIE HIIGIF7WAY SHEET NO. M.P. 216-00 ROA1DWA Y IPLA D% 176 3.44.54 PN c:\transys[ems\pw_Ipual\transyscorp-,wi\pkcolNns\dO2dl274\PLANRD059.d4n STA. 15+00.00? [I CONST. OLD DIXIE HWY. I STA. 2637+51. @ PROP. MAIN TRACK ]= \FECR/AAF. LEGEND _ TRANSITION PAVEMENT 0 MILLING 6 RESURFACING -- - J 0 OVERBUILD WIDENING NEW CONSTRUCTION REVISIONS DATE DESCRIPTION DATE DESCRIPTION +spa snuseunr neap. SLATE a+OI • Systems FpE•30NVILLE FL 3z)I6 A1 qLL ABOARD FLORIDA PU E 9OI13<5-6500 a..-1•Nn zns-evn AAF CONTRACT SECTION COUNTY BREVARD EN6INEER OF RECORD. IAN N. NIAVA FECR D08 INDIAN RIVER PE 50700 pkcolbns 31812816 135.2 97.5 32.3 98.4 135.6 S20°13'16"E 520"13'16"E N86"37'57"E N86"37'57"E N86°37'57"E 520"45'31'E 1 521°07'42"E 6 0 5 20 mmmk a_ Feet 1C CONST.\DIXIE HWY. \ 6' OLD DIXIE HIIGIF7WAY SHEET NO. M.P. 216-00 ROA1DWA Y IPLA D% 176 3.44.54 PN c:\transys[ems\pw_Ipual\transyscorp-,wi\pkcolNns\dO2dl274\PLANRD059.d4n q/ +i0 DATE I CROP. PEER PRO('P. FFECRI RP R/W ��A�9K 1 �FAi:K T t I 32' V.C. N m W 1.23896 --1 M ST 15+(14.96 1'(+) M CH IST. 20 srully rnurpLr h — TA. 1�'+.338.1.�, o a Waw aw c �ATCF EXIS + + o) 2 9' + 0 00 o oTaos� Y ,T -� _ %i3 2 �.' (0' 19 I _ r -i `2�.�— EXIST PROFILE -_ 1® f COACT ntn IYIF uwv / p / O a - ` u m w W \ u Q o ROP FE /AAF- RESURFA i + p ai 17A1N TRACY: 2 EXIST. T " CK 1 17 I Y K -. 3 \ F 10' V.C. \ 16 Y —'ROP. PROULE \ - ! CONST. ]LD DIXIE HWY. Y END PROFILE +30 141-00 +20 +40 R --VISIONS DESCRIPTION I DATE I DESCRIPI ION C C Y p C u _ C SCAL 1" = 20' HORIZ. ; 1'I = 2' I:ERT. +50 +30 7500 40 +40 +150 +30 16 00 +20 +10 ' "AN snuspvar apao s"tre 4-I OLD DATKYE HIGHRil SHEET IICKSystems CA# 7503"` Fl "2 s ALL ABOARD FLORIDA NO. PHONE M04)245 -95W FAI rsanl znsssm I AAF CONTRACT SECTION COUNTY Y�Dt Grp v AIR 6d 6.00 ENGINEER OF RECOflD:fANN OIAVA FEC) D08 BREVARD R,�.�I�Q�(/4}�'/�%(�!(J��p�E 177 Pesmao I INDIAN RIVER pk,.11,Cs IIE12016 q 3A4.56 PM t.\hansystems\pw local\traasyxarp-pwl\Pkmllins\d0101➢4\PROFRD059.D:N LEGEND ® WORK AREA =:1 PCMS WORK ZONE SIGN TYPE III BARRICADE (WITH FLASHING LIGHT) --> ONE WAY ROAD TRAFFIC DIRECTION DATE REVISIONS DESCRIPTION I DATE RAIL TRACK \1 1 1 1 1111 SEBASTIAN BOULEVARD (S) �Ir(10 ia �d 0%** p�ou r DESCRIPTION 4"a s LMsnr sre 1<4 Systems ,..5a , ,E fnow l 11114co JACK rw3 ALG ABOARD FLORIDA r++all.,z<s cs�io� I AAF CONTRACT I SECTIONI COUNTY EN61NEER OF RECORD EPIC C. W00LEY Pe saa29 IIII FECR D08 BREVARD INDIAN RIVER pkmllins SEE ADVANCED WARNING SIGNS DETAIL ®LE DIXIE HIGHWAY SHEET p� ry NO. MP 616.®® ROAD CLOSURE DETOUR PLAN 178 _1812016 3:44:59 PM c\transy5tems\pw local\transysmrp-pwl\pkcollln5\dO2OV224NTCPLR0059DdN LENGTH WBC WCB (0°00'00") POINT STATION NORTHING EASTING ELEMENT (FT) (0"00'00") R=STARTING I R=END , FOR 12+50.00 ]255957.24 831201.84 1 (STRAIGHT) ANGLE ANGLE STRAIGHT 500.00I N82`22'06"E POE 17+49.89 1256115.89 831675.08 i I I I EXIST. I RR R/W LINE I 14.84' RT - - - -, - 1 I +90.Oi I 15.79' RT I L .36T� O F IT MATCH EXIST i - 37 +55.02 EL. 16.82 c 4i¢4' RT 24.84' RT I / / 25..544RT 44' OF SIL -FENCE BARRIER / w \� CONS 20634 RT \ ST�1. 2667+76.4 PROP• EO K/ INSTALL ONE ADDITIONAL CONCRETE PANEL PROP PROP. FECR/AAF MAIN TRACK 2 37.20 o 17.81' L hF45.20 1 +35.20 5.61' LT c. J7.8T IT 1it C MATCH EXIST EL. ]8.59 o / 31' OF SILT FE BAR TER BEGIN CONSTRUCTION STA. 14+35.20 fl 1 PROP. FECR/AAF1i MAIN TRACK 1 ACK I "< 14.84' RT - - - -, - +8807 +90.Oi L -+9r 15.79' RT I L .36T� O F IT 14. 14. b .8 RT T +35.20 / r,J 77.87' LT ✓ cr_ MATCH EXIST 1 / EL. B. +47.06 I +75.38 +37.20 ?8-26' RT 25185' RT / 1 23.26' RT +78.26 j / I 27' OF SILT FENCE BARRILq?LST RT +80.41 21.60' RT LEGEND TRANSITION PAVEMENT MILLING 6 RESURFACING J OVERBUILD WIDENING I NEW CONSTRUCTION REVISIONS DATE I DESCRIPTION I DATE J EXIST. RR R/W LINE 0 5 20 � J V Feet w P O O INSTALL ONE ADDITI7NAL CONCRETE PANEL � - EXIST. PROPERTY LINE N +04.]2 35' OF SILT f ENCS BARRIER 28.88' LT m ]7.96' LT 2+60.60 4.54' +44 01 i 24.54' LT w 7OxOr?T- 23.L° LTLT F ' ,�57' OF SILT FENCE BARRIER 16' LT EXISr�- END�ONS-TRUCTION- w9.15 STA. 16+15.77 EXIST. PANELSCONST. SCHUMANN ROAD16+14.77- -, --- 2\+1 4� RT TRAFFIC SEPARATOR, SPECIAL +14.77 +11.97 2.84' RT ]2.84'_ RIF _ -_ �. 73.79' RT - -- - u u w - POSTED SPEED LIMIT 15 30 MPH o DESCRIPTION 4wo 5AusxUAr MAOo scare 44a - SHEET • Systems FArK,.",I .F, 3, ��L/A/i �r1 x1/.�_i V'1 \Y ®�X%' cAr'. ALL ABOARD FLORIDA NO. xo 0: 1141111m I AAF CONTRACT SECTION COUNTY Axe no4r r,sss•x 21659 ENGINEER RRE:050700RECORD: IAN N. BLAVA I FECR DOS BREVARD INDIAN RIVER ROADW tY READ // 179 pkmllm, ./0/2016 3:45'03 PM r'\Lraxsystems\pw loral\LransysmFp-pwl\pkmlhxs\E0201340\PLANR0060 MN 14.84' RT - - - -, - +8807 15.79' RT I 7� -- 1 MATCH EXIST i - 37 +55.02 EL. 16.82 c 4i¢4' RT 24.84' RT j C 25..544RT 44' OF SIL -FENCE BARRIER / w \� h i 20634 RT \ INSTALL ONE ADDITIONAL CONCRETE PANEL �EXIST. I PROPERTY LINE \ / w 0 \ o Ii u w - POSTED SPEED LIMIT 15 30 MPH o DESCRIPTION 4wo 5AusxUAr MAOo scare 44a - SHEET • Systems FArK,.",I .F, 3, ��L/A/i �r1 x1/.�_i V'1 \Y ®�X%' cAr'. ALL ABOARD FLORIDA NO. xo 0: 1141111m I AAF CONTRACT SECTION COUNTY Axe no4r r,sss•x 21659 ENGINEER RRE:050700RECORD: IAN N. BLAVA I FECR DOS BREVARD INDIAN RIVER ROADW tY READ // 179 pkmllm, ./0/2016 3:45'03 PM r'\Lraxsystems\pw loral\LransysmFp-pwl\pkmlhxs\E0201340\PLANR0060 MN 22 21 20 19 18 17 16 +50 DATE +90 DESCRIPTION BEGIN P30FILE S A. 4+ 5.2 EL. 18.90 EXIST. RR ,VW POPP. FECI / PROP. FECR/ AF MAIN AAF MAIN TRACK 2 TREK 1 RR I/W ,C ?; 30' V.C. � — Em, PFM1VI iLc ST�1. 15+p4.64 _ M ICH KIST. w = oI ^ EL 1942 141-00 +20 +10 REVISIONS DATE UESLR/PI ION + +(•1) 1.600%T (+).0.0CC05—J� J REST IRFACE a W EXI, PANEC'S EXIST. PROFILE \ � - 4 CONST. SCHLMANN RL- PROP. LPROP. FECR/AG IIL:II rI11Ul, a I'ROP. PROFILE fi CONST. SCHUMAWN RD. - 22 21 20 79 18 17 16 SCALE 1" = 20' HORIZ. 1" = 2' L.ERT. U +50 +40 15 F00 +20 +40 +50 +40 161-00 +20 +40 2 1 esw sauspvar RRM. svRa mSHEET 4 DpW ROAD g �I �JL�4L216-59 NO. Systems CA. IMI ALL ABOARD FLORIDA 1, zessspv vpwr as<�m I AAF CONTRACT SECTION COUNTY I M.P. 21 6- 5 9 I BREVARD ROAD�17A Y PROFILE I BO ENGINEER OF RECORO:IAN N. BIAVA FECR DOE INDIAN RIVER PE:60200 local\transyscorp-pwl\Fkcal6ns\J026 340\PROFRO060 fN pamllins 3182016 3'45'07 PM c\bansystems\pw LEGEND M WORK AREA =D PCMS DATE WORK ZONE SIGN TYPE III BARRICADE (WITH FLASHING LIGHT) J 6 O p 06 p) d gy v / SCHUMANN DRIVE = LAKE DRIVE MIRRBR ` oo> O� \\ �Lu � \°R O `` Mn \ ST REEL n 2 3 zscluwMeos ♦ a DETOUR dOOO1330 m REVISIONS DESCRIPTION I DATE 1 DESCRIPTION 0 \ \ \ O y \ 5�REEt BPRBER r&J BPRBER 5 \ \ \ v anong _= a o♦ �s \ scop OETOU * SEE ADVANCED WARNING SIGNS DETAIL SILISBURY RO3U.SU/TE 10Systems AO71.ILLF.lL]S„4 CAO soz ALL ABOARD FLORIDA 1x. maul z4sasoR FAX mo41 z4sa510 I AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER ENGINEER OF RECORD: ERIC C. WOOLEY PE: 548)9 I FECR D08 pkcollins g'CHUXANN DRIVEi SHEET p� NO. g MP 216)/. X59 �y$y ](p ROAD CLOS URE DETOUR PLAN 181 3/8/2016 3:45:09 PM At,an... tems\pw local\kTansyscacp-pwl\pkca11,ns\0020/340\TCPLRD0EO.D{N FASTING ELEMENT 833327.39 STRAIGHT WCB WCB (0°00'00") LENGTH (0100'00") R=STARTING R=END (FT) (STRAIGHT) ANGLE) ANGEL) 500 S 89'55'32"E 1 � Lu 1 EXIST. RR1�7W LINE � 1 EXIST. PROPERTY LINE � 1 / BEGIN CONSTRi CTI / STA. 14+63.07 \�- PROP. FECR7AAF MAIN T(3ACK 2 RT 4- ;}\ +72.41 ]2.88' ' 463.07' o 9.80 11.51' LT :rb P L MATCH EXIST cI - L. 2j.T38.,. - S 89" 56' 32' E 14 –qqqls�,, fL CONST. 99TH STREET--/ r,, +68. 7 EXIST. PROPERTY LINE \ 10.17' JET \ MATCH•EXI \ EL. 21.08 , _ - - W \ Qj� — — — — / / LEGEND \ \ \ TRANSITION PAVEMENT \ \\ \ \ 0 MILLING &RESURFACING \ 0 OVERBUILD WIDENING \\V A V A NEW CONSTRUCTION E STATION \ POINT NORTHING EXIST. RR R7W LINE (FT) �, ld POB 12+50.00 7257026.57 1 i s Feet _ \\ POE 17+50.00 1251026.06 833827.39 FASTING ELEMENT 833327.39 STRAIGHT WCB WCB (0°00'00") LENGTH (0100'00") R=STARTING R=END (FT) (STRAIGHT) ANGLE) ANGEL) 500 S 89'55'32"E 1 � Lu 1 EXIST. RR1�7W LINE � 1 EXIST. PROPERTY LINE � 1 / BEGIN CONSTRi CTI / STA. 14+63.07 \�- PROP. FECR7AAF MAIN T(3ACK 2 RT 4- ;}\ +72.41 ]2.88' ' 463.07' o 9.80 11.51' LT :rb P L MATCH EXIST cI - L. 2j.T38.,. - S 89" 56' 32' E 14 –qqqls�,, fL CONST. 99TH STREET--/ r,, +68. 7 EXIST. PROPERTY LINE \ 10.17' JET \ MATCH•EXI \ EL. 21.08 , _ - - W \ Qj� — — — — / / LEGEND \ \ \ TRANSITION PAVEMENT \ \\ \ \ 0 MILLING &RESURFACING \ 0 OVERBUILD WIDENING \\V A V A NEW CONSTRUCTION E REVISIONS DATE DESCRIPTION DATE DESCRIPTIONI asMoo51O'- r novo. 607.E AIA SyStEmS CA.. r303 ALL ABOARD FLORIDA CO., room lassoo rex ronin zasano I AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: IAN N. BIAVABREVARD PE: 50700 FECR 008 mens IINDIAN RIVER (8 12016 997TH ST (VICKERS ROAD) SHEET NO. MP 217.61 ROADWAY PLAID 182 3.45 13 PM cVransystems\pw local\transyscorp- wl\pkcollins\dO2dl41O\PLANR0061.di \ EXIST. RR R7W LINE �, ld 0 5 20 1 i s Feet _ \\ PROP. FECR7AAF 1 MAIN TRACK -I 1 1\ U +81.41 \ W 17.25• Lr 0 N N N +85.06,- EXIST. PROPERTY LINE h 19.03' LT STA. \i 15+00.00 (� I ONST. 99TH STREET = +87.93 STA. 2272+33.7$ 6 PROP. FFCR7AAF MAIN TRACK \ I W 13.12_LT END CONSTRUCTION STA. 75+02.5 o -------- \\ 1 W 16 w +\9 35 ��M 99TH STREET b \ \ z i EXIST. PANELS TO REMAIN Q \ +02.58 \ o 17.03' RT \ J 21T +99.76 \ C, N0.17 19.29' RT \ z 23,66' RT PE PANELS— \� W EXIST. PROPERTY LINE REVISIONS DATE DESCRIPTION DATE DESCRIPTIONI asMoo51O'- r novo. 607.E AIA SyStEmS CA.. r303 ALL ABOARD FLORIDA CO., room lassoo rex ronin zasano I AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD: IAN N. BIAVABREVARD PE: 50700 FECR 008 mens IINDIAN RIVER (8 12016 997TH ST (VICKERS ROAD) SHEET NO. MP 217.61 ROADWAY PLAID 182 3.45 13 PM cVransystems\pw local\transyscorp- wl\pkcollins\dO2dl41O\PLANR0061.di 3a— _28 26 24 22 20 12 1 RCVIJf VIVJ ' DATE DESCRIPTION DATE DESCRIPTION 1 4soasuiseuaraoao.svnr44u 99TH 9T (VYCKERS ROAD) SHEET stems I ,,,,4 `a 7503 ALL ABOARD FLORIDA � y1..SpaVII,E FAX 1904,5451044 a E, fWX4sss,o AAF CONTRACT SECTION COUNTY NO. MP -91761 ENGINEER OF RECORD: IAN N BTAVABREVARD I FECR DOS /Fj �F 18'3 ROADWAYPROFILE PE: 50700 INDIAN RIVER pkrolllps 3/8/2016 3:45:17 PM c \VansYslems\pw local\fransystorp-pwl\pkcolNns\tl0Z0.410\PROFRDO61.D6N TRAFFIC CONTROL PHASING NOTE: PHASE 1: -CONSTRUCT TEMPORARY PAVEMENT PHASE 2: -DETOUR TRAFFIC ON TEMPORARY PAVEMENT - CONSTRUCT 99TH STREET REMOVE TEMPORARY PAVEMENT R1 ld 0 10 40 mookmmiJ Feet fL PROP. TRACK 2 CL PROP. TRACK 1 EXIST. RR RTW LINE EXIST. RR RTW LINE / \ e �y o IL ^� /moi---- -- ^ w l J LLI BE SPEEDING FlNES ONE LANE DOUBLED ROAD r 1 Q Cn PREPARED ROAD WREN WORKERS WORK °w O Q \ �, I O O TO STOP AHEAp PRESENT HEAD cn > oG 0 /I� o EXIST. PROPERTY LINE I '':.. G `\ ]00' _ / 100' z / '0 N. _ i ' 1 200' 200' 200' 99TH STREET EXIST. PROPERTY LINECi I _ - (FLEXIBLE PAVT.) ,.r _ ir¢ - _ f d, N... - -' . - . - T,.— I fI1 tI 13 ,S 89° 56', 3Z' E 14 _ _ 16 EXIST. PROPERTY LINE EXIST. PROPERTY LINE_ _ _ _ — — — -- — T �— — - �— — _ _ +27.87 200' 200' 200' - - - - - . _ - 12,RRT MATCH EXIT 100' ]00' - - - EL. 17.61 I - // g 54' AT _ I I�- \ EL 2L7 637 �� 0 45 EXIST. PROPERTY LINE 32.06' BE, �',, --� a 42. 0' RT. ROAD SPEEDING FINES \ BE ONE LANE WORK DOUBLED ROAD \ PREPARED HEAD WHEN WORKERS AHEAD TO STOP PRESENT OANOT V v LEGEND m�z �, - / \\ �\ \ STOP I I w ONTEMPORARY PAVEMENTRACKS WORK AREA\\� SELF ��, �STELFORAGEV DID TYPE I OR 11 BARRICADES STORAGE TYPE III LIGHT W/STEADY C23 BURNING D WORK ZONE SIGNREVISI- ti ONS DATE DESCRIPTION GATE DESCRIPTION asap snusaunr Hann suz.r aeo- �� iWLLC�ERd� ROAD) Systems FA`xsoxv�ua r< anra I I W SHEET c^» �soa III ALL ABOARD FLORfDA 1{I xoxr Isom zes-csao pp,,�IT L NO. 1vgP nx Izonl zas-ez�o AAF CONTRACT SECTION COUNTY 217 61 ENGINEER OF RECORD; !AN N. BIAVAI I INDIANA ROVER I ROADWAY CLOSURE DETOUR PLAN BREVR PE: 50]00 I FECR D08] $Q Pkmllins 31812016 3.4524 ON c\transystems\pw IPcal\transyscO,P-pwl\pkcollins\EOI0.410\TCPLRD061A.c gn STATION LENGTH WCB WCB (0°00'00'9 POINT (FT) NORTHING FASTING ELEMENT (FTl (0°00'00") ' R -STARTING R=END (STRAIGHT) ANGLE) ANGEL) POB 12+50.00 1248797.09 834379.91 STRAIGHT 346.56 N 64°08'28"E PC 15+95.56 1248948.25 834691.78 1 R=350.76 156.21 N 64°08'28"E N 89°39'24"E PT/POE 17+52.77 1248983.36 833827.39 N 89°3924"E 0 0 5 20 11 -mk Feet PROP FECR/AAF PROP. FECR/AAF EXIST. RR R/W LME i MAINZ TRACK 2,� �MAIN TRACK 1 EEXIST. RR R/W LINE I J3 ` +94.79 _ e + 25 _---_-_ --_ -_ I ( � J/ 90.60 +94.79. f 17.39' LT T S 83' L,^ I c e _- INSTALL ONE ADDITIONAL CONCREI�E PANEL +04.79 125.39' LT _ T +77.81 _ EXIST. PROPERTY LINE `C // 11 _ _ gy LT STA. 15+00.00 @ G CUVST. BARBER STREET = END CONSTRUCTION UL STA. 2745+90.09 @ PfOP. FECR7AAF MAIN TRACK 1 STA. 16+16.38 BEGIN CONSTRUCTION MyTctLTEx�\ 73 +39.8+50.21 4STA_ 14+50.21 F 1235' LT EXIST. PROPERTY LINE EL. 19.56 \ ' MATCH EXIST. rEL. 19.33 Q CONST. BARBER STREET 14 N 54° 08' 28" E /� +50.21 +7 12.79' RT MATCH EXIST. 77.7 EL. 19.17 1'--- I +39.84 BARBER STREET 111 $ �? ],03 LT / 0.98' LT 16 +1527 _- a Y, +]2.77 / 5 2' TRAFFIC SEPARATOR, SPECIAL +75.38 x\ T, �A 0.97 RT i +39.84 0.65' RT 1 - \ KK ( -+19.98 +04.70 72.69' RT\.12.05' RT --- -- -- ---- -' ---- --- __ 75.22' RT _ MATCH EXIST. - - - �-6aERFACE EXIST. PANELS EL 79.01 U +77.0 _ +04.82 AL L ONE ADDITIONAL CONCR=TE PANEL 22.+ 23.03' RT +94.82 C� 22.95' RT LEGEND 22.66' RT ® TRANSITION PAVEMENT PROP. CONCRETE PANEtS 22.66' 22.66'RT MILLING & RESURFACING 0 OVERBUILD - EXIST. PROPERTY LINE WIDENING EXIST. PROPERTY LINE <- _ _ NEW CONSTRUCTION POSTED SPEED LIMIT 15 30 MPH REVISIONS DATE DESCRIPTION DATE DESCRIPTION +spo sbuseuxr xpao. swm Ono gy� TA pp� gy �gy gv� SHEET IgCI.S .IE IL .11 BARBER l[7 RE Systems ALL ABOARD FLORIDA NO. ex��mn�zses 6o pp AAF CONTRACT SECTION COUNTY 1 HP 218.05 ENGINEER OF AECOPLAN RD: IAN N BIAVA I FECR DOR BREVARD 185 PE: 50700 INDIAN RIVER I ROADWA Y pkrollins 31812016 345:28 PM c\traasystems\pw_local\transyscorp-pwl\pkmllins\do2o.470\PLANNOO62p n �— - PROP. FECR/ — EXIST. R? + AAF WAINTRA .K I EXIST. 'R —80 R/W LING Gam,-F€CRf R/W L1i'E Tf MAIN 30 TT LACK 2 28 — _ 78 I I I 26 76 Iry 24 I _ 74 b W J 22 ON,q m o m END PLOFILE 77 z w a w XL. 19.68 w -1 7 0 78 GO GIN ,'ROFIIE RESURF+ICE F�EXISY. PANEL 18 STA. 14-X50.21 a w PROP. FECA/AAF —EXIST. PROFILE m 715 (WATCH EXIST. MIdN TRACC 2 CL CONT. BARBI.,R STREE 6L. 19 .— _. _._.._ REP-PR&FfkE— - 16 _ F 3 4ONST. BAIIBER STREET o 14 w 14 U 2 17 J W 10 = w w Fi o 0 U 9 W 4 U 4 W 7 __ O -. .. ._ ...—._ 7 F SCALY 1" = 40 HORIZ. n 7 q7q7 nn 15 7 nn ]" = ' VERT. REVISIONS \I(,' 17=nn n 2 DATE DESCRIPTION DATE OL5LRIPTIUN ` `sup SAusapxr ppao. swTE anal ''� I BARBER STREET SHEET Systems ON LE E amc ALL ABOARD FLORIDA NO. PHONES PO Ax. rnpn zne OIIN AAF CONTRACT SECTION COUNTY 1 p 218.016 1 ENGINEER OF RECORD: IAN N. RIAVA I I INDIANBREVRIVERI ROADWAY PR®FYLE Pe r RRC FECR D08 186 pkmllms 31812016 345:32 PM r\transys[ems\pw local\transyssarp-pw]\Pkmllim\Jp20. 470\PRO£R0062l GN LEGEND \ ® WORK AREA PCMS V WORK ZONE SIGN CM TYPE III BARRICADE (WITH FLASHING LIGHT) --40- ONE WAY ROAD TRAFFIC DIRECTION REVISIONS DATE I DESCRIPTION I DATE aEo 00 Lu Q co � 0 0 0 ti 2 uj ¢O 0O W U y _ � U Q o (L r � d � r � � W g O ♦ 0 m W D y y0 85TH STREET 111 111 v \\ � �► O g 1111 111 111 r 00 m p 0 0 I awfflsT END DETOU DESCRIPTION asap Sdus"XRY Rpw, smre rna Systems rncasaaYnre. rr All ,a FFANE,aa rsoazn FAX 00,N 24s -657n ENGINEER OF RECORD: ERIC C. WORLEY PE 54879 ALL ABOARD FLORIDA AAF CONTRACT SECTION COUNTY O O c BARBEST DETOU BARBER STREET I awfflsT END DETOU DESCRIPTION asap Sdus"XRY Rpw, smre rna Systems rncasaaYnre. rr All ,a FFANE,aa rsoazn FAX 00,N 24s -657n ENGINEER OF RECORD: ERIC C. WORLEY PE 54879 ALL ABOARD FLORIDA AAF CONTRACT SECTION COUNTY O O c BARBEST DETOU %K SEE ADVANCED WARNING SIGNS DETAIL I /f/_' l i /1. , SHEET NO. FECR I DOB BREVI INDIAN DIAN IVER RER E®AD CLOSURE DETOUR PLAN 187 pkcollins 1812015 3.4535 PM c.\lransystems\pw local\lransyscorp-pwl\pkcolOns\dO201\70\TCPLRD063.OGN 0 A 9� -s Q'm v� Z %K SEE ADVANCED WARNING SIGNS DETAIL I /f/_' l i /1. , SHEET NO. FECR I DOB BREVI INDIAN DIAN IVER RER E®AD CLOSURE DETOUR PLAN 187 pkcollins 1812015 3.4535 PM c.\lransystems\pw local\lransyscorp-pwl\pkcolOns\dO201\70\TCPLRD063.OGN COMPONENTS OF D08 PLAN SET v oft L9mss sEifas VOL P 3 ROADWAY DESIGN PLANS/TRAFFIC CONTROL THROUGH WORK ZONE VOLUME 4 SIGNING AND PAVEMENT MARKING PLANS VOLUME 5 ROADWAY SIGNALIZATION PLANS VOLUME 6 CROSSING LAYOUT PLANS VOLUME 7 ILITY PIANS8 CELLANEO t PRELIM Kiff PROW AE@ANS VOLl'f4 r0 FRd= I'-IINAR✓ WAYSIDE SIGNAL PIANS REVISIONS: REVISION NO, 5HEETS EDITED This PDF file includes construction plans for grade crossings within the limits of Sebastian SIGNING AND PAVEMENT MARKING PLANS FOR D08 FECR MP 169.76 TO 233.4 BEGIN PROJECT MP e, 169.76 STA. 896060+97.M11 CONSTRUCTION BASELINE= A'., STA. 205+72.09 PROP. FECft/AAAAF MAIN TRACK 7 LD T1.I1J�j�'.C� "�!`P+Jw �wriY r ? o , \` END PROJECT 4 MP233.4 STA.12324+75.01 STA.BA CONSTRUCTION BASELINE= (5 ` ® STA, 3555+4291 PROP. EEC+/AAFAAF MAIN TRACK 1= STA, 3575+42.50 PROP. FECR/MF MAIN TRACK 2 PLANS PREPARED BY: Systems 4500 SALISBURY ROAD, SUITE 440 JACKSONVILLE, FL. 32216 CA# 7503 PHONE: (904) 245-6500 FAX: (904) 245-6510 NOTE. THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. VOLUME 4 SIGNING AND PAVEMENT MARKING PLANS ENGINEER OF RECORD: IAN N. BIAVA P.E. NO.: 50700 ERIC C. WOOLEY P.E. NO.: 54879 `BIAVIQII7j7itei .�, � .•G�NSE ��i N * :w= LLL. i* •'•. PAS OF �iA'p •'•• 5 FLOR��p' ��, O;FSS101.1 o�� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. TRANSYSTEMS CORPORATION CONSULTANTS 2400 EAST COMMERCIAL BLVD., SUITE 1000 FORT LAUDERDALE, FLORIDA 33308 CERTIFICATE OF AUTHORIZATION NO. 7503 MICHAEL G. BELL, PE NO. 43217 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 6105-23.004, F.A.C. G uCENSOO4 4' No 54879 Wit•: ;'�� %�'• STATE OF '0%11111VAL %11 tillw" 0% k7 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS. TRANSYSTEMS CORPORATION CONSULTANTS 2400 EAST COMMERCIAL BLVD., SUITE 1000 FORT LAUDERDALE, FLORIDA 33308 CERTIFICATE OF AUTHORIZATION NO. 7503 IAN N. BIAVA, PE NO. 50700 THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 6IG15-23.004, F.A.C. INDEX OF SIGNING & PAVEMENT MARKING PLANS INDEX OF SIGNING & PAVEMENT MARKING PLANS HET NO. SHFET DESCRIPTION SHEET NO, SHEET DESCRIPTION I KEY SHEET 5 - 6 SIGNING & PAVT MARKING PLAN 2 SIGNING & PAVT MARKING INDEX SHEET 12 SIGNING & PAVT MARKING PLAN 3 SIGNING & PAVT MARKING GENERAL NOTES 15 - 16 SIGNING & PAVT MARKING PLAN 4 SIGNING & PAVT MARKING PLAN 20 SIGNING & PAVT MARKING PLAN 7 - 11 SIGNING & PAVT MARKING PLAN 23 SIGNING & PAVT MARKING PLAN 13 - 14 SIGNING & PAVT MARKING PLAN 38 SIGNING & PAVT MARKING PLAN 17 - 19 SIGNING & PAVT MARKING PLAN 55 SIGNING & PAVT MARKING PLAN 21 SIGNING & PAVT MARKING PLAN 73 - 74 SIGNING & PAVT MARKING PLAN 22 SIGNING & PAVT MARKING PLAN 81 - 82 SIGNING & PAVT MARKING PLAN 24 - 37 SIGNING & PAVT MARKING PLAN 84 SIGNING & PAVT MARKING PLAN 39 - 54 SIGNING & PAVT MARKING PLAN 56 - 72 SIGNING & PAVT MARKING PLAN 75 - 81 SIGNING & PAVT MARKING PLAN B4 SIGNING & PAVT MARKING PLAN DATE REVISIONS DESCRIPTION DATE DESCRIPTION Ysw sauseuar aoao, sp(rE aw LY.-ymc 3aasoxviue. n m)a L�JV��iI(W o E. IBOO)3a3fi300 u(9M) ]ISA510 1.1141111. . i SHEET ALL ABOARD FLORIDA S j(G'NING & PA V M E+ NT MARKING NO. AAF CONTRACT SECTION COUNTY BREVARD SIGNATURE SHEET 1A FECR DOS INDIAN RIVER pkc0,,s 112/2016 6:53.30 PM c;%t,,yslems\pw btal\IransYsrorp-pw1 \pkmllms\rf01 /.ZZ9\SIGNRD04.DOC DATE INDEX OF SIGNING & PAVT MARKING PLANS SHEET NO. SHEET DESCRIPTION ] COVER SHEET ]A SIGNATURE SHEET 2 SIGNING & PAVT MARKING INDEX SHEET 3 SIGNING & PAVT MARKING GENERAL NOTES 4 MICHIGAN AVE 5 DIXON BLVD 6 HIGHLAND DR 7 PEACHTREE ST B W. KING ST 9 ROSA L. JONES BLVD 10 BARTON AVE 11 EYSTER BLVD 12 RINKER WAY 13 GUS HIPP BLVD 14 BARNES BLVD 15 CARVER ROAD 16 ANSIN ROAD 17 VIERA BLVD 18 SUNTREE BLVD 19 PINEDA CAUSEWAY 20 POST ROAD 21 PARKWAY DRIVE 22 LAKE WASHINGTON ROAD 23 MASTERSON STREET 24 AURORA ROAD 25 CREEL ST 26 EAU GALLIE BLVD 27 SARNO RD 28 SOUTH BABCOCK STREET 29 E. NASA BLVD 30 E. HIBISCUS BLVD 31 SILVER PALM AVE 32 SEMINOLE AVE 33 FEE AVE 34 LINCOLN AVE 35 PALMETTO AVE 36 STRAWBRIDGE AVE 37 NEW HAVEN AVE 38 PROSPECT AVE 39 LINE STREET REVISIONS DESCRIPTION I DATE DESCRIPTION SHEET NO. SHEET DESCRIPTION 40 JEMIGAN AVE 41 UNIVERISTY BLVD 42 HESSEY AVE 43 PALM BAY ROAD 44 PORT MALABAR BLVD NE 45 MALABAR ROAD 46 JORDAN BLVD 47 VALKARIA ROAD 48 IST STREET 49 SHELL PIT ROAD 50 SENNE ROAD 51 BAREFOOT BLVD 52 MICCO ROAD 53 HOLLY STREET 54 ROSELAND ROAD 55 MAIN STREET 56 CR 512 WEST 57 CR 512 EAST 58 OLD DIXIE HIGHWAY 59 SCHUMANN ROAD 60 99TH STREET (VICKERS RD) 61 BARBER STREET 62 85TH STREET 63 HOBART RD. 64 69TH ST N WINTER BEACH RD 65 69TH ST S WINTER BEACH RD 66 HAWKS NEST STREET 67 53RD STREET 68 49TH STREET 69 45TH STREET 70 43RD STREET 71 41ST STREET 72 AVIATION BLVD 73 26TH STREET 74 14TH AVE 75 23RD STREET 76 21ST STREET 77 20TH STREET EAST 78 19TH STREET 79 17TH STREET I5U0 SPLl5BUg1 qbN. SVIIE IIOI Kg50XYll1E. FL J)l16 CA# J503 • PHBNE: IBOiI )if -HSCU FNP lswl l<s-q sln I ENGINEER OF RECORD: !AN N. RIAVA 1 PE: 50100 A11 ABOARD FLORIDA ARE CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR I DO8 Pk,.11lgs SHEET NO. SHEET DESCRIPTION 80 12TH STREET 81 GLENDALE ROAD 82 4TH STREET 83 IST STREET 84 OLSO ROAD 85 HIGHLAND DR SHEET SIGNING & PA VT MARKING NO. INDEX SHEET 2 211212016 6:54.b2 PM c\nags2Nte \Nw IB.Bl\GBgsyslmppwl\Rkmlligs\OOI/4229\g11Btr6O03.Eg, DATE SIGNING AND PAVEMENT MARKING NOTES: 1. SIGNING AND PAVEMENT MARKINGS TO BE DONE IN ACCORDANCE WITH THE MUTCD 2009 EDITION AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) DESIGN STANDARDS. 2. RAILROAD GRADE CROSSING PAVEMENT MARKINGS SHALL BE AS INDICATED IN INDEX 17882 OF THE 2015 DESIGN STANDARDS. 35 MPH SHALL BE THE MINIMUN DESIGN SPEED UPON WHICH RAILROAD GRADE CROSSING PAVEMENT MARKINGS SHALL BE BASED. 3. SIGN ASSEMBLIES SHOWN ON THE PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, LANDSCAPING, ETC. MAY BE ADJUSTED BY THE PROJECT MANAGER/CONSTRUCTION MANAGER (PMCM) IN ACCORDANCE WITH FDOT STANDARD INDEX N0, 17302. WARNING SIGN LOCATION CHANGES MUST BE APPROVED BY THE PMCM. CONTRACTOR SHALL COORDINATE SIGN PLACEMENT WHEN ADJACENT TO RAILROAD WARNING STRUCTURES AS TO NOT OBSTRUCT ANY WARNING LIGHTS. 4. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT UNNECESSARY DAMAGE TO SIGNS. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE PMCM, SIGNS SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. 5. ALL SIGNS, SIGN SUPPORTS, DELINEATORS AND CHEVRON SIGNS, SHOWN ON PLAN SHEETS FOR REMOVAL SHALL BE REMOVED COMPLETELY AND DISPOSED OF BY CONTRACTOR. 6. MATCH EXISTING PAVEMENT MARKINGS AT BEGINNING AND AT THE END, AS INDICATED ON THE PLANS, INCLUDING ALL PUBLIC SIDE STREETS. PAVEMENT MARKING QUANTITIES TO EXTEND AND REFURBISH EXISTING STRIPING DAMAGED DURING CONSTRUCTION SHALL BE INCIDENTAL TO THE PROPOSED ITEMS. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A COMBINATION OF SAND AND WATER BLASTING, OR ANY METHOD THAT WILL NOT MATERIALLY DAMAGE THE SURFACE TEXTURE OF THE PAVEMENT, AND WHICH WILL ELIMINATE THE PREVIOUS MARKING PATTERN REGARDLESS OF WEATHER AND LIGHT CONDITIONS, 7. ALL PAVEMENT MARKINGS SHALL TERMINATE F AWAY FROM THE EDGE OF THE CONCRETE GRADE CROSS SURFACE PANELS UNLESS OTHERWISE SHOWN IN PLANS. UNDER NO CIRCUMSTANCES SHALL PAINT, THERMOPLASTIC PAINT, REFLECTIVE PAVEMENT MARKERS, OR DELINEATORS OF ANY KIND BE AFIXED TO THE TOP OF RAIL. THE PLACEMENT OF ANY SIGN POST SHALL BE A MINIMUM OF 12' FROM THE CENTERLINE OF TRACK, B. CONTRACTOR SHALL ITEMIZE AND DOCUMENT ALL EXISTING SIGNS PRIOR TO BEGINNING WORK AND FURNISH A COPY OF THIS INFORMATION TO THE PMCM. 9. ON CONCRETE PAVEMENT ALL PAVEMENT MARKINGS INCLUDING PAVEMENT MESSAGES AND DIRECTIONAL ARROW SHALL BE PREFORMED REFLECTOR/ZED PLASTIC PAVEMENT MARKINGS. THE PREFORMED MATERIALS AND INSTALLATION PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 10. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE STATE ONE CALL OF FLORIDA (817) TWO BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON THE JOB SITE. 11. TWO FULL BUSINESS DAYS PRIOR TO DIGGING, NOTIFY THE OWNER'S REPRESENTATIVE AND CALL FDOT MAINTENANCE DEPARTMENT TO REQUEST LIGHTING CONDUIT LOCATIONS. 12. THE LOCATION OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, AND ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER'S REPRESENTATIVE, CONTRACTOR OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY DR MAY NOT EXIST ON THE CONSTRUCTION SITE BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 13. FECR NO TRESPASSING SIGNS SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE AS SPECIFIED BY FLORIDA EAST COAST RAILROAD ENGINEERING STANDARDS REFERENCE MANUAL SECTION 1010.0 OR OWNER'S REPRESENTATIVE. 14. RELOCATED SIGN PANELS SHALL BE PLACED ON A NEW STRUCTURE MEETING THE REQUIREMENTS OF THE FDOT SPECIFICATIONS . 15. SIGN ASSEMBLY OF R15 -2P AND R15-1 REFER TO SIGNALIZATION PLAN. REVISIONS DESCRIPTION DATE DESCRIPTION n9GE muumuu Al.. 1. Systems 1011 )009 P X 1954)653- OO 33309 E 4133a53 3 HN x(959) 3))-3193 ENGINEER OE RECORD: IAN N. 01AVA PE: 50700 ALL ABOARD FLOR/DA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR I DOB pkmllm, U LL SHEET SIGNING & PA VT MARKING NO. GENERAL NOTES 3 211212016 6:54 09 PM c\fran5y5fems\Pw/_IGcal\I' ansyscorp-pw1\pkcollms\tl0Ua236\GNNT5POI.DGN U LL MATCH EXIST. / STA. 13+49.46 NG EXIST. SIGN TO REMAIN EXIST. RR R/W LINE— I PROP.�FECR/AAF-- MAIN TRACK 2' 6" WHITE �� — —— ------------------ ---- -- --- ------ 24" WHITE � ROSELAND RD. 14 s BL YELLOW VI BI-DIR. Y/Y RPM'S @ 40 (TYP.) _ __�---_ 000op`_---_ I �24"WHITE -----_._- �4"WHITE) I �1 — —— -- --- — — ]13 RT +I PAVEMENT MESSAGE WHITE 6" 1N}+J,TE� DATE FI — -- -- — — PROP. FECR/AAF MAIN TRACK I I 7— EXIST. 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M.P. 212.57 SIGNING & PA UJB: MARKING 54 111212016 7:02:00 PM c.\transystpms\pw_local\transyscorp-Pwl\Pkcollrns\dO19b554\PLANSPo55.din BEGIN SIGNING &-- _- PAVEMENT MARKING s' WHITE MATCH EXIST. \ STA. 14+20.00 +20.0 +31.3 STA. 81+66.25 YEI 13.0' LT 13.0' LT 9 @ MAIN STREET 14 STA. 81+66.25 Q @ N. LOUISIANA AVE 4 CONST. MAIN STREET /1-20.0+36.3 5 -_ 13.0' RT 13.0' R�T 13.0' RT ��--77� / J 6" W H17E \ -�� _ - �XIST. PROPERTY LINES ��y�Zll I m{moo ll XIST. SIGN �T0 REMAIN fT CONS". LOU _-�I REVISIONS DATE I DESCRIPTION I DATE PROP. FECR/AAF PROP. FECRIAAF MAIN TRACK ] MAIN TRACK Z T 1 i y ,q! � •�0- -A � m -,V�l \ 3. ]2.7. 12.7 1Y RPMS @L00' C.CB(T P.)•• - \ \ + Q @ S. LOUISIAN�AVE 24" W ITE w l L_ y TOP; EXIST. SIGN TO REMAIN F) J EXIST. SIGN\ EXIST, SIGN I -�zoz1 TO REMAIN TO REMAIN \ . r-=;�A� TO REMAIN I a �maoisl`. EXIST. RR R W LINE��40 � � ! 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PROPERTY LINE U O 2 DESCRIPTION 4500 S4 UY ROAD. SUITE 440 MAIN 8TREE g SHEET 4 Systems CAe 7so31LTE ""'16 ALLABOARD FLORIDA NO. PHpEC I9a41=45�San HP 214.42 FAX TWA) 245111E AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD. ERIC C. WOOLEY FECR DOB BREVARD SIGNING G �T1IN G p 1/p ip t( T MARKING gy p7TlT G 55 PE: 54879 INDIAN RIVER I 171E 6S1 V'1L1 V"lS 61G Y�L7L W l0lLL7lYl/llllll V"LP pk0ollms .11212016 7 02 11 PM c.\Iransyslems\pw tocal\hansyscorP-pWl\Pkrollins\J011747\PLRNSPO56DGN I>o-io9 I -�zoz1 s �o l_ -O- EXIST. SIGN TO REMAIN + I 6" YELLOW 2.0'.0' IT 17 +67.4 YELLOW PAINTED NO5E (TYP.) 2.0' RT END SIGNING & -- PAVEMENT MARKING MATCH EXIST. 17'0 77\ STA. 16+46.09 2.6' RT \ \ - - - +49.2 21.3' RT ry Q _ \ EXIST. PROPERTY LINE U O 2 DESCRIPTION 4500 S4 UY ROAD. SUITE 440 MAIN 8TREE g SHEET 4 Systems CAe 7so31LTE ""'16 ALLABOARD FLORIDA NO. PHpEC I9a41=45�San HP 214.42 FAX TWA) 245111E AAF CONTRACT SECTION COUNTY ENGINEER OF RECORD. ERIC C. WOOLEY FECR DOB BREVARD SIGNING G �T1IN G p 1/p ip t( T MARKING gy p7TlT G 55 PE: 54879 INDIAN RIVER I 171E 6S1 V'1L1 V"lS 61G Y�L7L W l0lLL7lYl/llllll V"LP pk0ollms .11212016 7 02 11 PM c.\Iransyslems\pw tocal\hansyscorP-pWl\Pkrollins\J011747\PLRNSPO56DGN DATE / / EXIST. RR RIW LINE / EXIST. SIGN / FG REMAIN / / ® II --------------- O r` C„-17� EXIST, SIGN TO REMAIN f CONST._ CR 512 WEST / REVISIONS DESCRIPTION I DATE PROP. FECR/AAF MALA( TRACK 2 \ 0 5 20 Feet PROIf. FECRI PAY �r �""E'XIST. SIGN EXIST. SIGN TO REMAIN TO REMAIN ac. lo0a�l h�zl / r— / EXIST. RR R/W LINE y I _ � -` Y6 I DESCRIPTION I zwa E c9enEacra) awo., Systems E TL 09 P.N' U 653 iaN I954)n)1)1-3ZBl III ENGINEER OF RECORD: IAN N RIAVA I PE. 50)00 ALL A80ARD FLORIDA ARE CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR I DOS Pkc911ias Lw EXIST. SIGN TO REMAIN I r Q 0 l ti EAcT. SIGN TO REAAIN EXIST. 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PROPERTY LINE R, - / END SIGNING & 7 / PAVEMENT MARKING MATCH EXIST. _ _ - ".' ----ice- --�a- C{LTA I +34.3 V,Iry fL CONST. SCf-fUMANN ROP G - L � I E 0 2, 8 6" YELL ._ _,:- -.. I � r 6" DBL YELLOW W/BI-DIR. �° - YELLOW RPM'S @ 10' C.C. (TYP.) 78" YELLOW @ 10' C.C. (TYP.) — — _ fs \ 6" WHITE 7.4 ,148'\RT +88.1 -xm� `-YELLOW PAINTED NOSE (TYP.) _ i 15.8"'RT 1 / j REVISIONS DESCRIPTION DATEI DESCRIPTION I svveE COMERLLAL OLVO.. I ° Systems FOR! LIUDEflUALF FL ]]308 PXUXE 4J 337-3283 U EAx rrsm a]�-]ze] ENGINEER OF RECORD: IAN N. OIAVA PE: 50700 EXIST. PROPERTY LINE / I I ALL ABOARD FLORIDA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR I DOB ,kt0m, SCHUXAMV ROAD SHEET NO. JfP. 216.aD9 211212016 79252 PM L.\transyslems\pw_local\t,..y,,o,,-,wl\pkml0ns\J0261347\PLANSP060.DGN � VA 1\ 1 1 BEGIN SIGNING & PAVEMENT MARKING MATCH EXIST. STA. 13+10.16 EXIST. PROPERTY LINES ) 1 W EXIST. RR1 R/W LINES () 1 �I �I i PROP.'FECR/AAF MAIN, TRACK 2 0 — —------------ — 13 ----- i-24" WHITE/ 48-, 14 \ ----------------=----- — X24" WHITE 99TH STREET (VICKERS RD.) 24" WH E—\ _ _ ----------------------------T------- +I 7PAVEMENT �. + I MESSAGE WHITE LU > \y W10-1 1 0 1 l - 36" DIA. \ STA. 13+55 \ DATE REVISIONS DESCRIPTION DATE DESCRIPTIONsV raalNaowanuac ocvn. - Systems roar ca�Praoacr. rc. aa3oa ALL ABOARD FLORIDA ONE ,a,4, a,3-4700 PHONE 1950 3na2es AAF CONTRACT SECTION COUNTY ENGINEER OF RECOf . IAN N. BIAVABREVARD PE smog FECR D08 INDIAN RIVER pkcollins 1 EXIST. RR R/W LINE 0 5 20 Feet EXIST. PROPERTY LINE P�SIGNING & EMENT MARKING CONST. 99TH STREL\T EXIST. PROPERTY LINE 99TH 9T (VICKERS ROAD) SHEET NO, MP 217 61 SIGNING & PVMT MARKING 60 2/12/2016 10303 PM c.\transystems\pw local\tiansyscorp-pw I\pkcollins\dO26141J\PLANSP061.dga ,_. EXIST. RR R/W LINEN PROMAIM TRACKA2F� IX X I o I/ f =T O I I c �— – 1�3 � - f:l IIII EXIST. PROPERTY L41 E j� ___ nF BEGIN SIGN(lWG & +5`0.0 6" WHITE 79.8 PAVEMENT MARKING 13.7' r 3:e=L7 MATCH -EXIST.— — STA. 14+50.006" DB YELLOW W/BI-DI \ YELLOW RPMS @ 40' C.C. (TYP E 14 N 64" 08' 28" E _---4 q CONST`HARUWR4.- > it G — — ---- —I I� _ 24" WHITE +50.0 123' RT; Y+ 6"WHf rE 1% ---- -O- -�1 ------------------------- EXIST. PROPERTY LINE DATE REVISIONS DESCRIPTION I DATE rn EXIST. FECR/AAF MAIN TRACK I s 15 +-- 6" WHITE -- 1 � 24" WHITE YEiLOW EXIST. RR RIW LINE EXIST. PROPERTY LINE +79.8 0; 1 RT +07.5 - _-- +12.6 _ 2.0' RT BARBER STREET 2.0' RT 2.0' RT I I8 ---- —_— -- " 1 100''C.C.CC. (TYP.) '47 RT 27.4 �6'WIIfTE +93.0 -- 12.5' RT 117 RT UUU a DESCRIPTION Systems 3 Pe^.�1oa;°,1-;1o33oa rax (954) 337-3293 ENGINEER OF RECORD IAN N BIAVA PE: 50700 EXIST. PROPERTY LINE ALL ABOARD FLORIDA AAF CONTRACT I SECTION I COUNTY BREVARD INDIAN RIVER FECR I DOB Pk[OIIIIIS Cr 0 5 20 Feet END SIGNING & PAVEMENT MARKING MATCH EXIST. 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