Loading...
HomeMy WebLinkAbout2008 Pedestrian Bridge Profile, Drawings & Detail Sheets (Box 29 #35)MAYOR SAL N EG LIA VICE MAYOR COUNCILMEMBER DALE 1. SIMCHICK COUNCILMEMBER COUNCILMEMBER _ 1I Il I \ i CITY MANAGER DAVID FISHER, P.E. CITY ENGINEER LOCATION MAP 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Cit y ofSebastian Dedestrian Bridge INDIAN RIVER COUNTY, FLORIDA j it §§.. ............ i E.. Y 3: Engineering By: 14L NEEL-SCHAFFER NMI SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 Phone: (772) 770-4707 FAX: (772) 770-4640 CA 00008556 SHEET INDEX 01 COVER SHEET 02 GENERAL NOTES 03 BARBER STREET PLAN AND PROFILE 04 HARDEE PARK PLAN AND PROFILE 05 PERIWINKLE STREET PLAN AND PROFILE 06 FPL SERVICE LOCATION S-07 FOUNDATION PLAN, SECTION, AND GENERAL STRUCTURAL NOTES S-08 ABUTMENT ELEVATIONS 09 BRIDGE DRAWINGS 10 BRIDGE DRAWINGS 11 BRIDGE DRAWINGS 12 LIGHTING DETAIL SHEET 13 ELECTRICAL DETAIL SHEET FOR BIDDING PURPOSES ONLY FRANK T. WATANABE, P.E. FLORIDA REG. No. 66735 Y• DATE ISSUED: Project Number: February 28, 2008 00.06793.001 GENERAL NOTES MAINTENANCE OF TRAFFIC MINIMUM STANDARDS CONSTRUCTION IN STREETS, ROAD RIGHTS -OF -WAY 1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SEBASTIAN 1 & PARKING AREAS ENGINEERING AND PUBLIC WORKS AND THE FDOT STANDARD SPECIFICATIONS FOR • CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS ROADS AND BRIDGES, LATEST EDITION. UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST PUBLISHED EDITION. CHAPTER AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE VI AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST PUBLISHED CONSTRUCTED AS A FIRST STEP IN LAND -DISTURBING ACTIVITY AND 1. OPEN ROAD CUTS REQUIRE PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND EDITION AT ALL TIMES. SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE AGENCY WHICH MAY HAVE JURISDICTION. OTHER FEATURES N RE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION A THESE PLANS, BUT N NOT PURPORT TO BE ABSOLUTELY 2. ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER TAKES PLACE. 2. CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO WALLS, ETC.) REQUIRED DURING A CONSTRUCTION PHASE SHALL BE INSTALLED AND 2• SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY APPROVED BY THE CITY OF SEBASTIAN TRAFFIC OPERATIONS ENGINEER PRIOR TO THE FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE WITH CONSTRUCTED PRIOR TO GRADING OR DISTURBANCE OF EXISTING 3. AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK. MUTCD REFER TO INDEX 600. IF CASE IS NOT COVERED IN MUTCD INDEX 600 SHALL BE SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT MULCH OR SOLID SOD, AS STATED ON THE PLANS. USED IN CONJUNCTION WITH ALL OTHER INDEXES SPECIFICALLY MENTIONED IN EACH BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH 3. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL TRAFFIC CONTROL PHASE. FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING UTILITIES AND NOTIFY UTILITY OWNERS 72 HOURS PRIOR TO DIGGING IN ANY PORTION 3. JURISDICTION. OF THE SITE. ALL EXISTING SIGNS AND PAVEMENT MARKINGS WHICH CONFLICT WITH THE TRAFFIC 3 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO CONTROL PLAN DURING A CONSTRUCTION PHASE SHALL BE REMOVED OR TEMPORARILY DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED 5. THE CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE STATE, COUNTY 4, THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN RELOCATED AS NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE COST ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC THE PLANS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT STREETS OR HIGHWAYS. OF TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 1-3. BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 5. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL 4. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS 6. TRAFFIC CONTROL ON COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE BE EXISTING ROADWAYS SHOWN ON THE DRAWINGS. SUPPORTS OR YIELDING POST AS SHOWN IN FIGURE 6-1 OF THE MUTCD. THE THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE PLACEMENT 4• DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. 6. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE FDOT STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. SODDING OR OTHER SURFACE TREATMENT. FINISHED ELEVATIONS SHOWN ON STANDARD SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL DRAWINGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT PAVEMENT. EDITION. PERMANENT STABILIZATION OF SOIL STOCKPILES ON SITE AS WELL AS LOCATION AND EXTENT OF EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. 7. INSTALLATION OF ALL CONDUITS, PULL BOXES AND FOUNDATIONS SHALL BE IN 5. AT THE COMPLETION OF CONSTRUCTION DAY THE ROAD SHALL BE RETURNED TO SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. EXISTING UTILITIES SHOWN ARE BASED UPON THE BEST AVAILABLE INFORMATION SUPPLIED TO THE OWNER/ENGINEER AND IS SHOWN FOR INFORMATIONAL PURPOSE ONLY. ACCORDANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA TWO-WAY TRAFFIC. DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR BY THE 6. VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES. 5• A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 8. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. MANUFACTURER. 7. PROVISIONS APPROVED BY THE PROJECT ENGINEER WILL BE MADE FOR THE REMOVAL PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED 8. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF ALL TESTINGS BY AN INDEPENDENT OF STORM WATER FROM THE ROADWAY DURING CONSTRUCTION. UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL 9. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER GEOTECHNICAL SOILS AND MATERIALS TESTING LABORATORY. THE COST OF ALL 8. ALL TEMPORARY MARKINGS SHALL BE IN PLACE ONE (1) HOUR BEFORE SUNSET. INHIBIT EROSION. BEFORE COMMENCING WORK. TESTINGS REQUIRED BY THESE PLANS & SPECIFICATIONS SHALL BE INCLUDED WITH THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER. 9. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL 6• STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. g. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS FOR MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED EDITION. SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER 11. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE THIS PROJECT AND SHALL COORDINATE ALL ACTIVITIES WITH CITY OF SEBASTIAN. INSTALLATION. OF CONSTRUCTION OPERATIONS. 10. INGRESS/EGRESS TO COMPLEX MUST BE MAINTAINED THROUGHOUT CONSTRUCTION 10. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, SCHEDULE. 7• SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL 12. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF UNDERGROUND PIPING, ETC. LOCATED WITHIN AND OUTSIDE THE CONSTRUCTION LIMIT EROSION CONTROLMATER QUALITY NOTES BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY. LINE DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER. SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE 13. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN ROAD RIGHTS -OF - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING AN EROSION CONTROL OUTFACE DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE WAY AND LOT AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN' ON -SITE FILL 11. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING CONDUIT, THE PLAN AT THE TIME OF PRE -CONSTRUCTION CONFERENCE. THE PROPOSED EROSION TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE MATERIAL COMPACTED TO 95% MAXIMUM DENSITY. ACTUAL EXTENT AND QUANTITY OF CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF CONDUIT, CONDUIT CONTROL PLAN SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CRITERIA SET FORTH SERVED BY THE BASIN. EXCAVATION SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION BY APPROPRIATE SIZE, AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL IN THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND FDEP LAND DEVELOPMENT FIELD MEASUREMENT. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE AS DIRECTED BY OWNER OF THE PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS. MANUAL SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER 8• AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL OR OWNER'S ENGINEER. 12, THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING MANAGEMENT DISTRICT HAVING JURISDICTION. BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL BE AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO 2. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR CORRECTED BY THE CONTRACTOR IMMEDIATELY. ENSURE PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, AT A MINIMUM, TO THE 9. VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER. LIMITS SHOWN IN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND IN CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES 13. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. THE COST TO THE UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY. CONTRACTOR FOR ALL EROSION AND SEDIMENTATION CONTROL IS INCLUDED IN THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER. 10. 14. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE CITY OF SEBASTIAN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY OR OTHER PROTECTION SHALL BE PROVIDED. EROSION CONTROL FEATURES. 15. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. CONTRACTOR TO 4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE PROVIDE MAINTENANCE OF TRAFFIC PLAN TO ENGINEER PRIOR TO CONSTRUCTION. SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM DURING CONSTRUCTION. ON GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE 16. COMPLETE RECORD DRAWINGS, CONFORMING TO CITY OF SEBASTIAN STANDARDS SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE SEDIMENT. SHALL BE COMPILED DURING CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO 12. UNDERGROUND UTILITY POWER LINES SHALL BE INSTALLED IN ACCORDANCE DRAWINGS, CERTIFIED BY A FLORIDA LICENSED REGISTERED LAND SURVEYOR SHALL BE THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. AN EROSION CONTROL WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL CRITERIA: ACCEPTANCE ON ANY PART OF THE PROJECT. SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE. (a) NO MORE THAN 500 LINEAR FEET OF TRENCH 17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS -OF -WAY AND EASEMENTS ARE BASED 5. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND MAY BE OPENED AT ONE TIME. ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON (b) EXCAVATED MATERIAL SHALL BE PLACED ON THE RIGHTS -OF -WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS. PRIVATE PROPERTY. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES AS UPHILL SIDE OF TRENCHES. 18. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF REQUIRED TO MEET THIS REQUIREMENT. (c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE SEVENTY-TWO SPECIAL CONDITIONS FILTERED OR PASSED THROUGH AN APPROVED MADE (72) HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL SEDIMENT TRAPPING DEVICE, OR BOTH, AND CONFLICT, THE CONTRACTOR IS TO NOTIFY OBSTRUCTION SHALL BE FURNISHED BY THE DISCHARGED IN A MANNER THAT DOES NOT CONTRACTOR THE OWNER IMMEDIATELY. INFORMATION ON THE AND SHALL INCLUDE: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BELLSOUTH, CABLE TV, F.P.L. ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. CONTRACTOR SHALL RAISE & I.R.C. UTILITY DEPARTMENT FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD PROPERTY. OR LOWER THE INSTALLED PIPE AS NEEDED AT NO EXTRA EXPENSE TO THE OWNER. TO THEIR RESPECTIVE SERVICES. (d) RESTABLiIZATION SHALL BE ACCOMPLISHED IN 19. ELEVATION DATUM IS LOCAL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPAIR, REINSTALLATION OR ACCORDANCE WITH THESE REGULATIONS. RECONSTRUCTION OF PRIVATELY OWNED ITEMS (MAILBOXES, FENCE, ET. AL.) WITHIN 20. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROJECT LIMITS. CONTRACTOR SHALL TAKE DUE CARE AS TO NOT ADVERSELY IMPACT 13. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATIVE ACCESS PRIVATE CITIZENS & THEIR ABILITY TO USE SUCH ITEMS. PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE ROUTES, WHICH ARE SUBJECT TO APPROVAL BY THE ENGINEER. 3• CONTRACTOR SHALL PREPARE & SUBMIT FOR REVIEW A PROJECT MAINTENANCE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. OF TRAFFIC PLAN. THIS PLAN SHALL BE PREPARED TO INSURE RESIDENTS & BUSINESS WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE 21. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER OWNERS WITHIN THE PROJECT LIMITS SHALL HAVE REASONABLE & CONTINUOUS WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY MAIN OR SANITARY FORCE MAIN SHUT -DOWN. ACCESS TO THEIR PROPERTIES DURING THE CONSTRUCTION PHASE. AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO DEVELOP A STAYING AND SETUP PLAN FOR ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT 22. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. THE CRANE AND PREFABRICATED BRIDGE PLACEMENTS CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY 23. THE CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER OPTICS. LAND -DISTURBING ACTIVITIES. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT, 14. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL LANDSCAPING, DRIVEWAYS AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR ITEMS SHALL BE PAID UNDER GENERAL REQUIREMENTS. AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE PROJECT ENGINEER. DISTURBED SOIL AREAS RESULTING FROMTHE 25. CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY AROUND WORK AREAS, CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SIDEWALKS, TO RESTORE IMMEDIATELY AND ERECT TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC. 15. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES 26. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. REGISTERED LAND SURVEYOR AFTER CONSTRUCTION. NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-000-4324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS NO. I DATE BY DESCRIPTION DRAWING INFORMATION FILENAME: 02-General Notes, dwg SCALE: SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 DRWN: AMFMDS DATE: 02-28-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 IkL 14011111L NEEL-SCHAFFER O SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 GENERAL NOTES SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T. WATANABE, P.E. FL. REG. NO. 66735 1'TOR&-h1G NUMBER: 00 0• ' 11 SHEET NUMBER: 02 TAB 2 -00,00 = ST& 26+98.86 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 26 30 I \ \ \ EXISTING GUARDRAIL TO BE \ REMOVED AND RELOCATED GUARDRAIL (BY OTHERS) STA: 25+01.38 (11.89' LT.) STA:25+04.83 OFFSET 10.62 (LT) I � � l i RIGHT OF WAY / i BEGIN BRIDGE STA: 23+37.44 - - - - PROPOSED SIDEWALK EDGE OF PAVEMENT OFFSET 7.75' (LT) (BY OTHERS) END BRIDGE STA: 23+17.66 STA: 24+58.94 / OFFSET 11.21 (LT) OFFSET 7.85 (LT) EXISTING SIGN EXISTING SIGN EDGE OF STA: 23+15.00 1 PAVEMENT EET (8 W) OFFSET 16.32 (LT) GUARDRAIL (BY OTHERS) BARBER STR _ �5+00 24j 00 23+00 STA: 25+4g.17 (4.57'LT) `8' PEDESTRIAN BRIDGE ' ' STA. 23+37.44 OFFSET 18.75' (L') STA:24+58.94 PROPOSED WING WAIL =FSET 18.85' (LT) RIGHT OF WAY STA: 23+32.18 POSED WING WALL — — — — OFFSET 24.92 (L,T) EXISTING METAL EXISTING METAL / SEA WALL SEA WALL 26+00 25+00 24+00 23+00 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS INO.1 DATE BY DESCRIPTION DRAWING INFORMATION FILENAME: 02 - P/an and Profile. dw SCALE: 1'--20' SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 DRWN: AMFMDS DATE: 02-28-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 14L NEEL-SCHAFFER ® SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 22 00 LEGEND PROPOSED PEDESTRIAN BRIDGE PROPOSED SIDEWALK EXISTING SIDEWALK N N 22+00 BARBER STREET PLAN AND PROFILE SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA North GRAPHIC SCALE 0 10 20 (IN FEET) 1 inch = 20 ft. WORKING NUMBER: FED 2 8 2008 00.06793.001 f' SHEET NUMBER: FRANK WATANABE, P.E. 03 FL. REG. NO. 66735 LEGEND EXISTING METAL SEAWALL— . Ld CD R5-3 (NO MOTOR VEHICLES) z OFFSET 29.06 (LT) / LLL PROPOSED PEDESTRIAN BRIDGE T EXISTING METAL SEAWALL STA 14+24.94 ` .: OFFSET 35.24 (LT) OFFSET 38.34(LT) e ' °REMOVE _ d STA: 13+50.68 STA: 14+30.37 , � _ _"------_ 15 L.F. OF 8' PEDESTRIAN BRIDGE 7r77, . 7—— — R5-3 NO MOTOR VEHICLES Li STA: 16+77.30 - PROPOSED SIDEWALK — OFFSET 40.24 (LT) OFFSET 31.42(LT) EXISTING CMP PIPE OFFSET 25.40 (LT)' PROPOSED SIDEWALK (BY OTHERS) ° A _� ., ". ° - - .. Gad • d ° 'EXISTING EXISTING SIDEWALK ' GUARDRAI — --,,, — _—-----E —, --- — ,. ---=_ EDGE OF PAVEMENT -d _— EXISTING SIGN STA. 14+30.37 BRIDGE --------- EXISTING SIGN STA: 15+51.87 PROPOSED SIDEWALK STA: 16+70.08 EXISTIN 6UARZDRAIL OFFSET 17.42 LT ()14+90.75 OFFSET 15.06 (LT) BY OTHERS) OFFSET 20.40 (LT) x CEDAR TREE (10") TO BE REMOVED / STA: 13+52.17 BARBER STREET 16 00 17+00 i OFFSET 34.71 (LT) i -- 15+00 70 / I R � w / 14+ p0 ----------- --- ----'=-------------- EDGE OF PAVEMENT ----------------- 1 30 LAKE DPI VE 70, RIw i �k .... . . ...... s 13+00 14+00 15+00 16+00 co m N 17+00 North GRAPHIC SCALE 0 10 20 ( IN FEET) 1 inch = 20 ft. NOTICE TO DRAWING HOLDER NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCRAPPER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL SHALL INDEMNIFY AND HOLD BEATTHE RE SOLE RISK AND THE R,DAMAGES, HARMLESS THEHE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. REVISIONS DRAWING INFORMATIONDO RL NEEL-SCHAFFER ® SOLUTIONS YOU CAN BUILD UPON HARDEE PARK PLAN AND PROFILE S E BAST I AN PEDESTRIAN BRIDGE S SEBASTIAN INDIAN RIVER COUNTY FLORIDA FEB 2 2008 WORKING NUMBER: ®■ 0 6793 ■ 0 01 48 HOURS BEFORE DIGGING CALL TOLL FREE A® �� q 4770 v — L- SUNSHINE STA TEONE CALL OF FLORIDA, INC. NO. DATE BY DESCRIPTION FILENAME: 02-P/anandProfi/e.dw 9O SCALE: 1'� 20' SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: , 772 770-4640 CA00008556 ( ) SHEET NUMBER: 04 DRWN: AMFMDS DATE: 0228-08 CHKD: FTW DATE: 0228-OS RANK . WATAN SE, P.E. FL. REG. NO. 66735 QA/QC: FTW DATE: 02--28-OS STA: 26+15.00 = STA: _ _-------------- _. Ln 1 30 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. �PF h00h��h ,0,/ i STA: 25+95.76 OFFSET 25.54 (LT) O O �.__ � � _._.._._.. tea•,. p �� �� ��. G I SURVEY BASELINE (EDGE OF VEMENT 25+00 o` FJOJ �ti� / SURVEY -------------- —� BASELINE PROPOSED SIDEWALK h tia� EXISTING PERIWINKLE DRIVE (80 R/W) (BY OTHERS) GUARDRAIL STA: 23+54.05 EXISTING STA: 22+81.47 FOUND NAIL & DISK 24+00 OFFSET 14.37 (LT) GUARDRAIL 23+00 OFFSET 19.82 (LT) NO IDENTFICATION — _ STA:24+76.55 STA: 24+18.76 STA:22+91.67 � FFSET 14.63 LT N 12Er: 3.6 ( ) N 24s2s3.s8o7 OFFSET 19.69 (LT) E 822676-4462 STA: 22+3(.8 j \�0 " I — --- —------- — — FSET19.8 V_J h` O 4 A F� GO BOO ti . EXISTING METAL — SEA WALL - d Q - r. a•.° a .a d _ - of a p- 0 � \ a d R5_3 a (NO MOTOR VEHI(,LES) STA: 22+34.05 [l� STA: 23+55.05 STA: 22+93.09 OFFSET 25.91 (LT) — — OFFSET 28.37 (LT) OFFSET 26.04 (LT) STA: OFFSET 25.91 (LT) \ 26+00 25+00 24+00 23+00 FHRHOURS BEFORE DIGGING L TOLL FREE -432-4770 E STATE ONE CALL FLORIDA, INC. REVISIONS INO.1 DATE BY DESCRIPTION DRAWING INFORMATION FILENAME: 02 - P/an and Prori/e, dw SCALE: 1'--20' SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 DRWN: AMFMDS DATE: 0228-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 10L 1401111h., NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 / EXISTING POWER POLE N N 22+00 PERIWINKLE STREET PLAN AND PROFILE SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA North GRAPHIC SCALE 0 10 20 ( IN FEET) 1 Inch = 20 ft. LEGEND PROPOSED PEDESTRIAN BRIDGE 'a PROPOSED SIDEWALK (CONCRETE) 0 EXISTING SIDEWALK WORKING NUMBER: FEB 2 8 2008 00.06793.001 SHEET NUMBER: RANK T. WATANABE, P.E. 05 FL. REG. NO. 66735 BARBER STREET EXISTING GUARDRAIL BRIDGE INSTALL PULL BOXES AND POWER SUPPLIES (REFER TO DETAIL B) INSTALL PULL BOX AND POWER SUPPLY (REFER TO DETAIL A) I\-51 F- w U Iw 121 L.F. I'CONDUIT F- WITH 2 #12, 1#12 GROUND w � 1 i U m 146.0' PROPOSED SIDEWALK 24.9 1 I U EXISTING POWERPOLE/) 2" CONDUIT T WITH 3 #2, 1#8 GROUND EXISTING POWERPOLE 24 5 EXISTING WATER UTILITY 20.0' 14.0' 2" CONDUIT WIMBROW DRIVE 18.0' WITH 3 #2, 1#8 GROUND 110.0' 80.0' CENTER LINE OF 66 " GRC CONDUIT INTERSECTI WITH 3 #1 #8 GROUND Uj EXISTING SIDEWALK 0 �� EXISTING TREE w Y EXISTING POWERPOLE Q #4920164990 J w M NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. EXISTING SIDEWALK 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. w w m ry w m Q m 24.0' CENTER LINE OF INTERSECTION NO. I DATE I BY REVISIONS DESCRIPTION North EXISTING TRANSFORMER IT18.0' TO GROUND MOUNTED PULL BOX L701813C MATAa]VIVA PERIWINKLE DRIVE T-CONNECTION JUNCTION BOX 3/4" C W/MANUFACTURER 3!4" C W/MANUFACTURER 3/4" C W/MANUFACTURER FURNISHED CABLE FURNISHEDCABLE FURNISHED CABLE 1/2" C W/MANUFACTURER 1/2' C W/ 2#12, 1#12 GRID 3/4" C W/ 2#12,1#12 GIRD DRAWING INFORMATION FILENAME: FPL Pole Location. dwg SCALE: 1'40' SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 DRWN: AMFMDS DATE: 0228--08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 LL C z LL Q } C PERIWINKLI 2 LL C LL Q C CONSTRUCTION NOTES O TRENCH AND INSTALL CONDUIT, 30" DEPTH ®JACK AND/OR BORE CONDUIT UNDER EXISTING ROADWAY / DRIVEWAY ® INSTALL PULL BOX ® INSTALL SECONDARY POWER CONTROLLER ® INSTALL METER BOX © ALL EXPOSED CONDUIT SHALL BE EMT NOTE: FOR ALL ELECTRICAL DETAILS PLEASE REFER TO SHEET 13. T-CONNECTION JUNCTION BOX T-CONNECTION JUNCTION BOX T-CONNECTION JUNCTION BOX T-CONNECTION JUNCTION BOX T-CONNECTION JUNCTION BOX T-CONNECTION JUNCTION BOX 3/4" C W/MANUFACTURER1/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C WIMANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER 3/4" C W/MANUFACTURER FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE FURNISHED CABLE 1/2" C W/MANUFACTURER 1/2" C W/ 2#12,1#12 GRID 1/2" C W/MANUFACTURER 1/2" C W/ 2#12,1#12 GRD IOLN ELL- SCHAFFER SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 1/2" C W/MANUFACTURER 1/2" C W/ 2#12,1#12 GRID 1/2" C W/MANUFACTURER 1/2" C W/ 2#12,1#12 3/4" C W/ 2#12,1#12 GRD DETAIL A LIGHTING, POWER SUPPLY, CONDUIT AND CONDUCTOR ON BRIDGE FPL SERVICE LOCATION 112" C W/MANUFACTURER 3/4" C W/ 2#12,1#12 GIRD SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 1/2" C W/MANUFACTURER 1/2" C W/ 2#12,1#12 VIRGIE GLM REED, P.E. FL. REG. NO. 62712 1a North T-CONNECTION JUNCTION BOX 314" C W/MANUFACTURER 1/2" C W/MANUFACTURER WORKING NUMBER: SHEET NUMBER: GENERAL STRUCTURAL NOTES 11-611 1 °-6" 1'-6" ABUTMEN-f FOUNDATION PLAN T_ N.T.S. 9" - 9" __� 811 2" CLR (TYP.) __.1 L #5@12"O.0 BOTH SIDES. WATER STOP #5@8"O.C. #5@12"O.0 BOTH SIDES. 4" DRAIN PIPE SEE DETAIL A #5 @ 12" O.C.- TOP AND BOT. #5@8"O.C. 211 BRIDGE SUPER STRUCTURE, — BASE PLATES AND ANCHOR BOLTS BY MANUFACTURER ' CLR. (TYP.) 11 1-2,-011 #5 @ 12" O.C. —1 #5@9"O.C. �_- -III--—_ -I I I— I -1- 1'-6" --�► III +3" CLR. (TYP.) 2'-2" �- 1'-6" 11-611 5'-2" 2 SECTION N.T.S. #5@9"O.C. 3" CLR. (TYP.) y ALL 1 GENERAL A) STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION (2002) DIVISION II, WITH ALL INTERIM SPECIFICATIONS IN EFFECT, AND ASCE 7-02 FOR WIND LOADS, SUPPLEMENTED BY LOCAL REGULATIONS. B) VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START CONSTRUCTION. C) NOTIFY THE A/E OF ANY CONFLICTS, DISCREPANCIES OR INCONSISTENCIES. D) USE STRUCTURAL DRAWINGS IN CONJUCTION WITH JOB SPECIFICATIONS, AND OTHER DRAWINGS. E) NO CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THE SHOP DRAWINGS REVIEWED BY THE A/E SHALL BE MADE WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER OF RECORD. F) PARTS OF THE STRUCTURAL DESIGN (AS NOTED ON THE DRAWINGS) ARE THE RESPONSIBILITY OF THE MATERIAL SUPPLIERS. G) NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. H) THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, PROCEDURES, SAFETY PRECAUTIONS RELATED TO THE CONSTRUCTION WORK, OR THE CONTRACTOR'S FAILURE TO DO THE CONSTRUCTION WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. 2 DESIGN DATA LOADS (GIVEN BY TRUSS MANUFACTURER) TRUSS SHOE REACTION (2 FOR ABUTMENT) DEAD LOAD 14.1 K. PED. LIVE LOAD 20.4 K. (85 PSF.) WIND 13.2 K. 3 MATERIALS A) CONCRETE AT 28 DAYS FOOTINGS, ABUTMENTS 4,000 PSI SECTION 2 B) REINFORCING STEEL ASTM A615, GRADE 60 C) ALL SUPER STRUCTURE STEEL SHALL BE ASTM A588 GRADE SOW. 8" ALL FASTENERS SHALL BE 7/8" 0 HIGH STREGNTH BOLTS, ASTM A325 TYPE 3 (WEATHERING) WITH ASTM A 563 GRADE C NUT AND ONE ASTM F436 WASHER PER BOLT. (GIVEN BY BRIDGE MANUFACTURER) 4 FOUNDATIONS A) FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL REPORT. 4" DIA. PERFORATED PVC (SCHDL 40) DRAIN PIPE SET IN 12" RAD. (MIN.) BALLAST ROCK TRENCH ENCASED IN FILTER FABRIC. SEE DETAIL A 1" MIN. 11-011 1" MIN. 1'-0" DETAIL B) FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF 3,000 PSF. C) THE TOP OF EXTERIOR FOOTINGS SHALL BE AT A MINIMUM OF 18" BELOW FINISHED GRADE, U.N.O. D) PREPARE THE STRUCTURE AREA IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GENERAL SITE PREPARATION, FILL SELECTION, PLACEMENT AND COMPACTION SECTIONS OFTHE GEOTECHNICAL REPORT. SEE 7.2, 7.3. E) PREPARE FOOTING SUBGRADE SOILS IN ACCORDANCE WITH THE RECOMMENDATIONS PRESENTED IN THE FOUNDATION SUBGRADE PREPARATION SECTION OF THE GEOTECHNICAL REPORT. F) PROPERLY SUPPORT ANY ADJACENT STRUCTURES OR FOOTINGS TO PREVENT SETTLEMENT DUE TO THE EXCAVATIONS REQUIRED FOR THIS CONSTRUCTION. G) REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. H) DOWELS FROM FOUNDATIONS INTO ABUTMENT SHALL BE THE SAME SIZE AND NUMBER AS REINFORCEMENT IN ABUTMENT ABOVE, EXCEPT AS OTHERWISE SHOWN. 1) TEMPORARY DEWATERING MAY BE REQUIRED TO FACILITATE STABLE EXCAVATIONS FOR BRIDGE FOUNDATIONS. THE CONTRACTOR SHOULD BE REQUIRED TO PROVIDE A DEWATERING SYSTEM WHICH MAINTAINS GROUND WATER LEVELS AT LEAST 2 FEET BELOW COMPACTION SURFACES, INCLUDING THE BOTTOM OF EXCAVATIONS. J) ADDITIONALLY, THE CONTRACTOR MUST PROVIDE POSITIVE SITE DRAINAGE DURING THE SITE PREPARATION AND FILL PLACEMENT. K) SURFACE RUNOFF SHOULD NOT BE ALI-OWED TO ACCUMULATE. TEMPORARY RIM DITCHES MAY BE REQUIRED TO FACILITATE SITE PREPARATION. 5 REINFORCED CONCRETE A) ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE, AASHTO, AND THE FLORIDA STATE BUILDING CODE, IN CASE OF CONFLICT, THE FLORIDA STATE BUILDING CODE SHALL GOVERN. B) UNLESS OTHERWISE NOTED ON PLANS, ALL CONCRETE SHALL BE C) NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. D) ALL CONCRETE SHALL BE CONTROLLED, MIXED AND PLACED UNDER THE SUPERVISION OF AN APPROVED CONCRETE TEST AGENCY. E) ALL CONCRETE EXPOSED TO WEATHER MUST CONTAIN AN AIR ENTRAINMENT ADMIXTURE. F) PROVIDE CONCRETE COVER OVER REINFORCEMENT ACCORDING G) TO ACI BUILDING CODE. U.N.O. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. H) SET AND TIE ALL REINFORCEMENT BEFORE PLACING THE CONCRETE. SETTING DOWELS AND REINFORCEMENT INTO WET CONCRETE IS NOT ALLOWED. 1) CONCRETE (OTHER THAN HIGH -EARLY -STRENGTH) SHALL BE CURED AND MAINTAINED ABOVE 50° F AND IN A MOIST CONDITION FOR THE J) FIRST 7 DAYS AFTER PLACEMENT, EXCEPT WHEN ANY METHODS OF ACCELERATED CURING IS USED. K) PROVIDE CLASS B SPLICES ACCORDING TO ACI 318-05 FOR ALL CONTINUOUS REINFORCEMENT. L) CONCRETE MIX SUBMITTAL MUST BE SENT TO ENGINEER OF RECORD FOR REVIEW PRIOR TO START CONSTRUCTION. M) PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. PROVIDE STANDARD 90-DEG, AND 180-DEG HOOKS AT DISCONTINUOUS N) ENDS OF TOP AND BOTTOM BARS RESPECTIVELY. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 4'-0" FOR # 57 AGGREGATE, CONTRACTOR SHOULD TAKE ALL PRECAUTIONS TO 0) AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND INTO CORNERS OF FORM. ALL EMBEDDED ITEMS SAHLL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMETENT. 7 FORM WORK CONTRACTOR SHALL DESIGN FORMS ACCORDING TO ACI 347. FORM WORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. 8 SHOP DRAWINGS PRIOR TO SUBMISSION OF DRAWINGS TO A/E FOR REVIEW AND COMMENT. CONTRACTOR WILL CHECK ALL DETAIL REQUIREMENTS AND MARKINGS AS REQUIRED BY CONTRACTOR'S REVIEW. NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION ORADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. REVISIONS DRAWING INFORMATION ' NEEL-SCHAFFEM SOLUTIONS YOU CAN BUILD UPON FOUNDATION PLAN, SECTION, & GENERAL STRUCTURAL NOTES S E BAST I AN PEDESTRIAN BRIDGES SEBASTIAN INDIAN RIVER COUNTY FLORIDA ' 7 F�� �� WORKING NUMBER: 0 0.06793 - 001 48 HOURS BEFORE DIGGING CALL TOLL FREE `A ^ V 00�4324770 SUNSHINE S TATE ONE CALL OF FLORIDA, INC. NO. DATE BY DESCRIPTION FILENAME: _ SCALE: SURVEYED BY: MMRT SHEET NUMBER: 5-07 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 v FAA: /772 770-4640 CA00008556 1 ) DSGN: LGM DATE: OZ-28-08 DRWN: AMFMDS DATE: 0228-08 CHKD: FTW DATE: 02-28-08 NK T. WATANABE, P.E. FL. REG. NO. 66735 QA/QC: FTW DATE: 02--28-08 iiWAVA STA:15+51.12 TOP OF ABUTMENT TOP OF ABUTMENT ELEV = 24.4 ' ELEV = 24.40' ENT SIDEWALK SURFACE BRIDGE SURFACE WALKWAY SIDEWALK SURFACE TRUSS BEARING �TRUSS BEARING ELEV. 21.73' ELEV. 21.73' 2,-®„ 2'-0° TOP FOOTINGT TOP OF FOOTING O� ELEV.19.73' ELEV. 19.73' 36" Min. 36" Min. ELEV. 15.10' ELEV. 15.10' STA:24+58.94 TOP OF ABUTMENT ELEV = 23.30' SIDEWALK SURFACE TRUSS BEARING ELEV.20.63' 21-0" TOP OF FOOTING _— ELEV. 18.63' STA:24+76.55 TOP OF ABUTMENT ELEV = 23.19' SIDEWALK SURFA( TRUSS BEARING t ELEV.20.52' 2'-0" TOP OF FOOTING ELEV. 18.52' 36" Min. 6" Min. NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING THEREFROM. ELEV. 12.00' 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. I DATE I BY ELEV. 12.90' REVISIONS DESCRIPTION HARDEE PARK 119.17' BRIDGE SURFACE WALKWAY 119.17' BRIDGE SURFACE WALKWAY PERIWINKLE DR. DRAWING INFORMATION FILENAME: SCALE: 1 " = 60' SURVEYED BY: MMRT DSGN: LGM DATE: 0228-08 DRWN: AMFMDS DATE: 02-28-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 I�L1`111111111111111L NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 ELEV. 12.90' 36" Min. U-M ►ri�l'i ELEV. 12.00' ABUTMENT ELEVATIONS SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA STA:23+37.44 TOP OF ABUTMENT ELEV = 23.30' iDEWALK SURFACE f� TRUSS BEARING 21-0" ELEV.20.63' TOP OF FOOTING ELEV. 18.63' STA:23+55.05 TOP OF ABUTMENT ELEV = 23.19' FACE TRUSS BEARING 2,-011 ELEV.20.52' TOP OF FOOTING ELEV. 18.52' NOTE: FOR ABUTMENT AND FOOTING DIMENSIONS AND REINFORCEMENT SEE DETAILS 01/S-1, 02/S-1 EEP 2 8 2008 FRANK T. WATANABE, P.E. FL. REG. NO. 66735 WORKING NUMBER: SHEET NUMBER: L2x2x4/4 0 8" HANDRAIL CONNECTION AT FIRST AND LAST VERTICALS NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 2" x 8" TIMBER RAIL (S4S) RAILS CONNECTED TO TRUSS WITH 5/8" SELF TAPPING SCREW (2 PER RAIL PER TRUSS VERTICAL.) (4 PER RAIL AS SPLICES) 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. MIDDLE OF 10" TUBE DRAIN HOLE IN BOTTOM OF 10" MEMBER TRUSS WELDING DETAILS TRUSS MARKING DIAGRAM REVISIONS DRAWING INFORMATION NO. DATE BY DESCRIPTION FILENAME: 07- Bridge Drawings.dwg ® NEEL-SCHAFFER SCALE: N. T.S. SURVEYED BY: MMRT SOLUTIONS YOU CAN BUILD UPON DSGN: LGM DATE: 02-28-08 1201 19th Place, Suite A-100 Vero Beach, DRWN: AMFMDSDATE: 02-28-08 Florida 32960 PH: (772) 770-4707 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 FAX: (772) 770-4640 CA00008556 TYP TRUSS BOLTED CONNECTION BAY 4PCS-22.20x A320 B.N.W. (0" 0 x 2") BRIDGE DRAWINGS (TOP FLANGE NOT SHOWN) LATERAL BRACE CONNECTION DETAIL LATERAL BRACE AND VERTICAL CONNECTION SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FEB 2 3 2008 - - r/o�� FRA K T. WATANABE, P.E. FL. REG. NO. 66735 TYP vi RUSS BOLTED ONNECTION BAY WORKING NUMBER: 00-06793.001 SHEET NUMBER: 10 4 PEICES - 5/8" x 2 1/2" x 28" 7 INSIDE SPLICE PLATES k43Y 2" 4 SP AT 3" 2" 2" 4 SP AT 3" 2" 12" TF 12" 0 0 0 0 0 0 0 1 0 0 5/16" 0 HOLES 0 0 0 0 0 0 0 0 TS10 x 10 x 3/8 CHORD TRUSS DIA^ONAL SPLICE DETAIL 4 PLACES 10'-4" CUTTING LENGTH 8" 8" COPE TOP AND BOTTOM V, FLANGES SAME 8" 3 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. FLOOR BEAM CUTTING DETAIL W8x18 10 REQUIRED AS SHOWN FR USE WITH INTERNAL TRUSS VERTICALS 2 REQUIRED AT 8'-11" WITH NO COPES FOR USE WITH END TRUSS VERTICALS 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 40 PEICES - 7/8" 0 x 3" A325 TYPE 3 WEATHERING BOLTS 20 EACH SIDE TRUSS TOP AND BOTTOM CHORD SPLICE DETAIL 8 PLACES 8" 0 x 5 3/4" A325 TYPE 3 WEATHERING BOLTS THRU BOLTS 1" 1/2" 8" 1" REVISIONS DRAWING INFORMATION NO. DATE BY DESCRIPTION FILENAME: 07- Bridge Drawings.dw SCALE: N.T.S. SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 DRWN: AMFMDS DATE: 0228-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 4" 8" 2" 1/4"x9"x11 0/16" 0 COL FOR 1/4"x� BEVEL PLA O w J J U Q 0o N Cl) 14V I C - U fU MULC MC:WUIRCU FOR DRAINAGE - SPLICE DIAGONAL ONLY HAIL SPLICE AT L12 NOTE - RAIL SECTION AT SPLICED TRUSS PANEL IS FULLY REMOVABLE 10L NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 47A1 p C/C pAe% 1A/AI 1 � ABUTMENT/BRIDGE DETAIL SEE BELOW 24" TRUSS BEARING PLATES FIXED ABUTMENT 4 - IE 3/4" x 14" x 24" WITH 1 5/8" 0 HOLES (TOP AND BOTTOM PLATES) EXP. ABUTMENT 2 - R 3/4" x 14" x 24" WITH 1 5/8" x 4 1/2" SLOTTED HOLES (TOP PLATES) 2 - BRONZE P 1/4" x 12" x 24" WITH 1 5/8" 0 HOLES (NICOLE PLATES) 2 - R 1/2" x 14" x 24" WITH 1 5/8" 0 HOLES (MIDDLE PLATES) BRIDGE DRAWINGS SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FEB 2 8 2008 FRANK T. WATANABE, P.E. FL. REG. NO. 66735 WORKING NUMBER: 00-06793.001 SHEET NUMBER: 11 MOUNTED " CORRAGATED STEEL CONDUIT E TO PULL BC ADJACENT' TS 8"x8"xl/4" TOP CHORD 8'-2" F/F INTERIOR VERTICALS 4LED LIGHTING o„p� 4'-011 8E WOOD DECK 32" X 70 BRIDGE LATERIAL FLOOR BEAM BRIDGE BOTTOM CHORD WESTSIDE / BRIDGE SECTION VIEW LED DECK LIGHTING TYPICAL SECTION LIGHTING COVERAGE NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION ORADAPTION BY THE ENGINEER, SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 7' I REVISIONS DRAWING INFORMATION NO. DATE BY DESCRIPTION FILENAME: 07-Bridge Drawings.dw, SCALE: N.T.S. SURVEYED BY: MMRT DSGN: LGM DATE: 0228-08 DRWN: AMFMDS DATE: 02-28-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 z" C/W MANUFACTURER JUNCTION BOX FIIRNISHFn CARI F NOT TO SCALE 6'-0" MOUNTED BACKSIDE EVERY 20 FOOT SPACE _ -- 10L NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-100 Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 LIGHTING DETAIL SHEET SEBASTIAN PEDESTRIAN BRIDGES SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FLED z v 2008 FRANK T. WATA ABE, P.E. FL. REG. NO. 66735 WORKING NUMBER: 00-06793.001 SHEET NUMBER: 12 m 240V 10 - 0'NEUTRAL Bus GROUND BUS TO CAMERA POWER CB 1 CB 2 WHERE REQUIRED • C1 - r C1 TYPICAL BRANCH CIRCUIT 3 CB 4 WITH EQUIPMENT GROUND AND LIGHTS SHOWN CB 5 CB 6 e Ce 7 (SPACE) _ _ _ CB 6 (SPACE) BUSING 6 SCHEMATIC OF LIGHTING CONTROLLER DETAIL LD-2 N.T.S. MAIN CIRCUIT BREAKER H.O.A. — HAND —OFF —AUTO. SELECTOR SWITCH Cl— CONTACTOR CB — BRANCH CIRCUIT BREAKER (NO. AS REQ'D ON SCHEDULE) s LA — LIGHTNING ARRESTER DR — DUPLEX RECEPTACLE • P1 — PHOTOELECTRIC CONTROL F1 J• — FUSE NOTE ALL COMPONENTS LOCATED INSIDE NEMA 3R EXCEPT THOSE NOTED WITH (+) LABEL BREAKERS AS TO CIRCUIT NUMBER USE PHENOLIC ENGRAVED LABELS ASPHALTIC CONCRETE WIDTH OF TRENCH PLUS 12" 81, BASE 611 l 611 ­011— FLOWABLE FILL UNDISTURBED MATERIAL C9 t0 FLOWABLE FILL NOTE: 1. RIGID CONDUIT MUST BE USED WHEN JACKING UNDER EXISTING PAVEMENT AT 36" MINIMUM DEPTH 2. ASPHALT TO BE SAWCUT AT THE EDGES OF THE TRENCH 3. THE REMOVAL AND REPLACMENT OF THE ADDITIONAL PAVEMENT WIDTH (6") WILL NOT BE REQUIRED WHEN THE TRENCH CAN BE CONSTRUCTED WITHOUT DISTURBING THE ASPHALT SURFACE ON EITHER SIDE TRENCHING I PAVEMENT SPC # 1,2,3 LOCATION AS INDICATED BUS 100 AMPERE 100 AMPERE MCB 120 240 VOLTS 1 PHASE 3 WIRE 60 HZ. SURFACE MOUNTED—NEMA 3R—COPPER BUS BOTTOM FED WITH GROUND BUS FEEDER SIZE #2 THWN CKT# AMPERES POLES AIC SERVES KVA 1 20 1 22 BRIDGE LIGHTS 0.80 2 3 4 5 6 7_12 TOTAL 0.80 NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER SHALL BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-00-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 1'��MM REVISIONS DESCRIPTION #5 REBAR, 6 ON CENTER BOTH WAYS 4'-0" 0 I M +1 6%2" CHANNEL 8.75 LBS/LF GALV. STEEL `® NI : a ® s_ • 2" GALV. CONDUIT I V` COATED WITH HOT ASPHALTUM (3) COATS 19-0" 1/2 " RIGID GALV. CONDUIT WITH (1) AWG #6 BARES COPPER WIRE TO Y4 " X 10'-0" COPPERWELD GROUND ROD, 1'-0 BELOW GRADE, CADLWELD CONNECT z_ 0 co TAMPED OR UNDISTURBED MATERIAL FINISHED GRADE 12" 12" BRANCH CKT.--/ 2'-0" SQ. GRAVEL 3'-0" DEPTH CONDUIT t29-0" PHOI P 6"X2" CHANNEL GALVANIZED STEEL PAINT CHANNEL — (1) COAT PRIME (2) COATS BLACK RUST PROOF METAL DEAD FRONT REQUIRED INSIDE CABINET FRIC CONTROL, FACE NORTH SKY 4 " BREATHER TACK WELD FRAMING TO ENCLOSURE —SECONDARY POWER CONTROLLER NEMA 3R ENCLOSURE STAMP "DANGER 480 VOLTS" ON FRONT OF SPC, 2" RED LETTERS 3/4 " DRAIN 1" CHAMFER FINISH GRADE s: TYPICAL BRANCH CIRCUIT GALVANIZED RIGID CONDUIT PVC CONDUIT WITH CONDUCTORS .:: 2'-0" PVC TO GALV. ADAPTER _61 CLASS "B" CONCRETE BACKFILL AND TAMP WITH MATERIAL REMOVED FROM TRENCH CAST IRON JUNCTION BOX EXTERNAL FLANGED WITH RECESSED COVER FOR FLUSH MOUNTING HEAVY DUTY RATED FOR H2O VEHICULAR TRAFFIC (SIZE BOX AS REQUIRED) 71AwAE4Z• ►7MI@W1 CLASS B CONCRETE Y2" GALV. DRAIN PIPE PVC TO GALV. ADAPTER UNDERGROUND PULL BOX DETAIL N.T.S. NOTE: PULL BOXES INSTALLED TO CONFORM WITH THE GRADES OF THE SURROUNDING AREA SHALL HAVE THE DRAIN PIPE PLACED AT THE LOWEST POINT OF THE INTERIOR FOR DRAINAGE. DRAWING INFORMATION FILENAME: FPL Pole Locatlon.dwg SCALE: 1'40' SURVEYED BY: MMRT DSGN: LGM DATE: 02-28-08 DRWN: AMFMDS DATE: 02-28-08 CHKD: FTW DATE: 02-28-08 QA/QC: FTW DATE: 02-28-08 IOLNEEL-SCHAFFER ® SOLUTIONS YOU CAN BUILD UPON FIGURE IV-113b Pedestal Service - Customer Provided Meter Pedestal (typical) Meter pedestal must be rigid enough to withstand force applied when meters are installed. Customer Owned Meter Pedestal Service Equipment (Outdoor Type) in accordance with N.E.C. 48" Max. 36" jMin. C Seal ///t 1117) 24" Min. To Transformer, pole, 36" Mtn. or handhole (in conduit} TO SPC Grounding Electrode Conductor The customer trust ground facilities as required by the National Electric Code and applicable local codes. See Section V111 of this FPL Electric Service Standards. Notes: 1. Meter pedestal must be on FPL's approved list, and equipped with standard meter socket. 2. Were FPL is providing the service lateral to the pedestal, refer to Figure IV-11 to for downpipe specifications. 3. FPL Conductors may terminate in customer owned pedestal, but are not to be looped in and out of pedestal. ELECTRICAL METER BOX SEBASTIAN PEDESTRIAN BRIDGE SPECIFICATIONS: (2) QTY EXTREME END UNITS, LEFT AND RIGHT 7.3' — u' 3'-C T CONNECTION SEBASTIAN BRIDGE SPECIFICATIONS.- 1) DISTANCE BETWEEN POWER SUPPLY AND ANY LED MODULES MAY NOT EXCEED 10' LONGEST WIRE LENGTH 2) ALL DIMENSIONS NOMINAL 3) THIS DRAWING NOT TO SCALE 4) RADL96WPS HAS AN IP66 (RAINPROOF) RATING WARNING: *DO NOT INSULATE OR ENCLOSE THIS UNIT OR OVER HEATING WILL RESULT. 5) BOY PER 00.06793.001 SHEET f 12, UNITS EA: (8) RADL96WPS (16) RADLSERP8-27—M—CE (CLOSED END UNITS) SINGLE NOMINAL 8" 27K SERPENTINE UNITS WITH POLARITY MARKED 6' LEAD SETS (6) RADLSERP8-27—M—PT (PULL THROUGH UNITS) SINGLE NOMINAL 8" 27K SERPENTINE UNITS WITH POLARITY MARKED 6' LEAD SETS (6) QTY CENTER UNITS *CONDUIT, CONDUIT BOXES, CONNECTIONS, T CONNECTIONS, AND OTHER WIRING BY OTHERS I 4' 2' CELL 1 CE CELL 2 PE CELL 1 CE T CONNECTION (2) 3/4" OUTPUT 3/4 IN LINE (1) 112" INPUT RADL96WPS CONDUIT BOX 3/4 LIQUID TIGHT CONDUIT DETAIL 6 - WIRING LAY OUT DETAIL r C C VIRG4L GLEN REED, P.E. FL. REG. NO. 62712 SHEET NUMBER: 1