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HomeMy WebLinkAbout2014 - (#116) Improvements Plansr MAYOR JIM HILL VICE -MAYOR J E RO M E ADAM S COUNCIL MEMBER COUNCIL MEMBER RICHARD H. GILLMOR COUNCIL MEMBER JOE GRIFFIN INTERIM CITY MANAGER LOCATION MAP 48 HOURS BEFORE CALL TOLL FREE 9% M .01ty of Sebastian MAIN STREET ROAD FOSTER VALENCIA STREET v �= 0 LOCATION MAP Engineering By: 10L NEELwSCHAFFER Solutions you can build upon 2925B 20th Street Vero Beach, Florida 32960 Phone: (772) 770-4707 FAX: (772) 770-4640 CA 00008556 qS SHEET INDEX 01 COVER SHEET 02 GENERAL NOTES/TYPICAL SECTION 03 DEMOLITION CLEVELAND STREET AND WASHINGTON STREET 04 PLAN AND PROFILE CLEVELAND STREET 05 PLAN AND PROFILE WASHINGTON STREET/OUTFACE 06 PLAN AND PROFILE MARTIN AVENUE 07 INDIAN RIVER DRIVE AT CLEVELAND STREET 08 INDIAN RIVER DRIVE AT WASHINGTON STREET 09 SWPPP -STORM WATER POLLUTION PREVENTION PLAN 10 LIGHTING AND IRRIGATION PLAN CD-1 CONSTRUCTION DETAILS CD-2 DRAINAGE DETAILS 4�®��11I!!It/JI/7l' — N_ 735 ;Cn ST TE OF FRANK T. WATANABE, P.E. REG. No. 66735 REVISED: SJRWMD PERMIT NO. Project Number: DATE APRIL 2014 42-061-130374-2 NS.08024.01 7 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. GENERAL NOTES MAINTENANCE OF TRAFFIC MINIMUM STANDARDS 1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY OF SEBASTIAN ENGINEERING AND PUBLIC WORKS AND THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK. 3. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL UTILITIES AND NOTIFY UTILITY OWNERS 48 HOURS PRIOR TO DIGGING IN ANY PORTION OF THE SITE. 4. THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN THE PLANS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. 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 BE EXISTING ROADWAYS SHOWN ON THE DRAWINGS. 6. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDING OR OTHER SURFACE TREATMENT. FINISHED ELEVATIONS SHOWN ON DRAWINGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT PAVEMENT. 7. INSTALLATION OF ALL CONDUITS, PULL BOXES AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR BY THE MANUFACTURER. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF ALL TESTINGS BY AN INDEPENDENT GEOTECHNICAL SOILS AND MATERIALS TESTING LABORATORY. THE COST OF ALL 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. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC. LOCATED WITHIN AND OUTSIDE THE CONSTRUCTION LIMIT LINE DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER. 10. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING CONDUIT, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF CONDUIT, CONDUIT SIZE, AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS. 11. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURE PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER. 12. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY. 13. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF THE CITY OF SEBASTIAN. 14. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. THE CONTRACTOR WILL PROVIDE A MAINTENANCE OF TRAFFIC PLAN TO THE ENGINEER PRIOR TO CONSTRUCTION. TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED DURING CONSTRUCTION. 15. COMPLETE RECORD DRAWINGS, CONFORMING TO THE CITY OF SEBASTIAN STANDARDS SHALL BE COMPILED DURING CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD DRAWINGS, CERTIFIED BY A FLORIDA LICENSED REGISTERED LAND SURVEYOR SHALL BE SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND ACCEPTANCE ON ANY PART OF THE PROJECT. 16. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAY AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHT-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS. 17. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE SEVENTY-TWO (72) HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE CITY OF ANY OBSTRUCTION. 18. ELEVATION DATUM IS LOCAL DATUM. 19. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATIVE ACCESS ROUTES, WHICH ARE SUBJECT TO APPROVAL BY THE ENGINEER. 20. THE CONTRACTOR SHALL NOTIFY THE CITY AND IRC UTILITIES 72 HOURS IN ADVANCE OF ANY WATER MAIN OR SANITARY FORCE MAIN SHUT -DOWN. 21. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. 22. THE CONTRACTOR SHALL NOTIFY FIBER OPTIC COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT, LANDSCAPING, DRIVEWAYS AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE ITEMS SHALL BE PAID UNDER GENERAL REQUIREMENTS. 24. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS AROUND WORK AREAS. THE CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON SIDEWALKS, WITH TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC. 1. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST PUBLISHED EDITION. CHAPTER VI AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST PUBLISHED EDITION AT ALL TIMES. 2. ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER WALLS, ETC.) REQUIRED DURING A CONSTRUCTION PHASE SHALL BE INSTALLED AND APPROVED BY THE CITY OF SEBASTIAN TRAFFIC OPERATIONS ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE WITH MUTCD, REFER TO INDEX 600. IF CASE IS NOT COVERED IN MUTCD, INDEX 600 SHALL BE USED IN CONJUNCTION WITH ALL OTHER INDEXES SPECIFICALLY MENTIONED IN EACH TRAFFIC CONTROL PHASE. 3. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTIONPER THE LATEST PUBLISHED EDITION. 4. INGRESS/EGRESS TO COMPLEX, MUST BE MAINTAINED THROUGHOUT CONSTRUCTION SCHEDULE. 5. THE CONTRACTOR SHALL SUBMIT A MOT PLAN SIGNED AND SEALED BY PE FOR CONSTRUCTION WORK ON CITY STREETS. EROSION CONTROL/WATER QUALITY NOTES 1. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, AT A MINIMUM, TO THE LIMITS SHOWN IN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. THE COST TO THE CONTRACTOR FOR ALL EROSION AND SEDIMENTATION CONTROL IS INCLUDED IN THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY EROSION CONTROL FEATURES. 3. THE CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE 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 THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. AN EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE. 4. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON PRIVATE PROPERTY. THE CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES AS REQUIRED TO MEET THIS REQUIREMENT. 5. THE CONTRACTOR OBTAIN ALL REQUIRED NPDES PERMITS FOR CONSTRUCTION WORK AND SHALL COMPLY WITH THE CITY'S NPDES ORDINANCE ON ILLICIT DISCHARGE. SPECIAL CONDITIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH AT&T, AT&T DISTRIBUTION, BELLSOUTH, COMCAST CABLE TV, F.P.L., LEVEL 3 COMMUNICATIONS LLC, MCI, QWEST COMMUNICATIONS, SPRINT/NEXTEL, & I.R.C. UTILITY DEPARTMENT FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD TO THEIR RESPECTIVE SERVICES. NEW SW - TYPE 'D' CURB OR MOD 'D1' CURB DRIB VARIES TYPE 'D' CURB OR MOD 'D1' CURB NEW SW -n ---�► 1 % 2.1 / TIE TO EX. DRIVEWAY/ J 19.65' ANGLED PARKING TIE TO EX. GRASS AREA/ SHALLOW DRAINAGE AREA TYPICAL SECTION - 80' ROW q NEW EX. 11' s 11' TRAVEL LANEI TRAVEL LANE 2' MIAMI CURB/ F CURB I 2' MIAMI CURB/ F CURB 22' PAVEMENT A 20/. j 1 1 2% ► SEE NEW CONST. TYPICAL SECTION 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2• SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEIDMENT BARRIES SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 5. AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL BE CORRECTED BY THE CONTRACTOR IMMEDIATELY. 6. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 7. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORMWATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE SEDIMENT NOTE: NEW STRUCTURAL TYPICAL SECTION - 11" SUBGRADE TO 98% - 8" LIMEROCK BASE COMPACTED TO 98% - 2" TYPE SP 0.5 ASPHALT R/W LINE �� R/W LINE I DRIVEWAY I w�.. VARIES O� ,P a• 2 yea EX. OAK TREE } �q IFS` i EC. GROUND TYPED' OR MOD'D1' CURB I 3 i 1 .59%. TO 2% %VARIES '�/� TIE TO NEW SW �_ TYPE 'D' CURB OR MOD'D1' CURB TIE TO NEW SW/ SHALLOW DRAINAGE AREA TIE TO EX DRIVEWAY/ NEW PARKING AREA/ GRASS AREA TYPE 'D' CURB OR MOD 'D1' CURB CONSTRUCTION IN STREETS, ROAD RIGHTS -OF -WAY & PARKING AREAS 1. OPEN ROAD CUTS REQUIRE PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER AGENCY WHICH MAY HAVE JURISDICTION. 2. CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. 3. AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH OR SOLID SOD, AS STATED ON THE PLANS. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL LOCATION AND EXTENT OF EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. EXISTING UTILITIES SHOWN ARE BASED UPON THE BEST AVAILABLE INFORMATION SUPPLIED TO THE OWNER/ENGINEER AND IS SHOWN FOR INFORMATIONAL PURPOSE ONLY. 5. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 6. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 8, THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY. 10. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE ROAD RIGHT-OF- WAY AND LOT AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN, ON -SITE FILL MATERIAL COMPACTED TO 95% MAXIMUM DENSITY. ACTUAL EXTENT AND QUANTITY OF EXCAVATION SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION BY APPROPRIATE FIELD MEASUREMENT. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DIRECTED BY OWNER OR OWNER'S ENGINEER. 11. ALL STAMP CONCRETE PARKING AND CROSSWALKS SHALL MEET THE EXISTING CITY'S CONCRETE PATTERN AND COLOR AND SHALL APPLY SEALANT 28 DAYS AFTER INSTALLATION. 12. ALL PEDESTRIAN LIGHTS SHALL INCLUDE FOUNDATION, PULL BOXES, CONDUIT AND WIRING AND SHALL CONNECT TO THE CITY'S EXISTING ELECTRICAL SERVICE BOX. PARKING ON ONE SIDE TYPICAL SECTION 80' ROW NEW Ct EX.Ct 19.65' ANGLED PARKING VARIES VARIES 9' PARALLEL DRIVEWAY/GRASS: VARIES TRAVEL LANE TRAVEL LANE PARKING k _ E i i 3 3 3 2' MIAMI CURB OR T'CURB 2' MIAMI CURB OR 'F' CURB I PAVEMENT VARIES 0.15% TO 5.71 % ` j 2% I ( 20/. ► 20/-5.50/. TIE TO EX. SW J SLOPE VARIES (3:1 TO 6:1)/ SHALLOW DRAINAGE AREA TIE TO EX DRIVEWAY (SLOPE VARIES) PARKING AREA (SLOPE VARIES) NO TYPE 'D' CURB FOR DRIVEWAY. TIE TO EX. GRASS AREA SEE NEW CONST. TYPICAL SECTION R/W LINE i VARIES I I EX. SW i TIE TO NEW SW SLOPE VARIES (4:1 TO 6:1) TIE TO EX. SW SLOPE VARIES (4:1 TO 6:1) TYPED' CURB OR MOD'D1' CURB NO TYPE 'D' CURB FOR DRIVEWAY. SLOPE VARIES FOR DRIVEWAY TIE - IN AND PARALLEL PARKING TYPICAL SECTION CLEVELAND TYPICAL SECTION WASHINGTON N0. 6g735 Cn WORKING NUMBER: NOTICE TO DRAWING HOLDER REVISIONS DRAWING INFORMATION _ ; DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE 48 HOURS BEFORE DIGGING NO. DATE BY DESCRIPTION FILENAME: PRESIDENT STREETS NEEL-SC HAF F E R' GENERAL NOTES/TYPICAL SECTION = ®'• STATE of -= NS.08024.017 DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCRAPPER, INC. FOR CALL TOLL FREE s =G� ^� CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCRAPPER, INC., HEREINAFTER 1 10118i12 LG/MS OFFICE CA/QC SCALE: SOLUTIONS YOU CAN BUILD UPON REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO `®^�w `��A SURVEYED BY: PRESIDENTIAL STREET IMPROVEMENTS G""f /ti���`�RIQP ,�.���\ THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED 7 e U 1-(�, u i '_D-d SHEET NUMBER: ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: FTW DATE: 05/02/2011 2925B 20th Street, Vero Beach, e,/`y� -` DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL' BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD SUNSHINESTATEONE CALL DRWN: MDS/LGM DATE: 1112112013 SEBASTIAN FLORIDA OFFLORI IlVc. Florida 32960 PH: (772) 770-4707 02 HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, CH FTW DATE: 1112112013 A CRANK T. WATANABE, P.E� " INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM, QA/QC: FTW DATE: 1112112013 FAX: (772) 770-4640 CA00008556 FL. REG. NO. 66735 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. LEGEND - REMOVE EXISTING DRIVEWAY OR SIDEWALK (CONCRETE OR ASPHALT) - REMOVE EXISTING F-CURB (CONCRETE) ® - REMOVE EXISTING D-CURB OR MIAMI CURB (CONCRETE) /NV1L`VI'i4- IN fNjEL P1' fAtz) ADJUST EXIST BUS/ S/G/v ADJUST EXIST Pp �' S N '" -REMOVE EXISTING TREES S 1$ RCP=6 M CTR1 4 hex 0� S /y RELOCATE AND EXTEND EXISTING UTILITIES g 18 ETER q ` co Nio wM Box �2�' e�r�?',;03� SP .�� p� °�a�- REMOVE EXIST BOXES AND METER pQ �Ct . gU1LD1NG ? P' DRAINAGE STRUCTURE ll�� RB 85 cat O ,� �\ g$ p -RELOCATE EXISTING SIGN AND POLE `. ,p 120.00' CONCRETE ' ' TE H��© ® -REMOVE EXISTING DRAINAGE STRUCTURES STOP O Ml . R/G O VI/ Al - REMOVE EXISTING DRAINAGE PIPE ►N NlT TU q - - _ _ nirRF r� M...? EL. � V � YiST RN HShHAL I �..� . � EC ls„ 4.6 S/GN 29> R S k Pa''. BM#2 �k /N •k ISk ? 88 INSET 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS DRAWING INFORMATION NO. DATE BY DESCRIPTION FILENAME: PRESIDENT STREETS 1 10/18/12 LGlMS OFFICE QA/QC SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: UDS/LGMDATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 10L NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 ARO Jj�7C. Sic a�#1 OP N I V,p 88 DEMOLITION CLEVELAND STREET AND WASHINGTON STREET PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA �\ - vAK'T. bif�,��/. _ 101, 66735 : ,b ; s r F RAN K T. WATA'rqA W � P./L/�/ FL. REG. NO. 66735 North :ALE 20 WORKING NUMBER: NS.08024.017 SHEET NUMBER: 03 NOTES LEGEND 12 11 10 9 8 7 6 5 4 3 2 1 0 PROPOSED CLEVELAND CENTERLINE (CONTROL LINE W) IS 1.23' OFFSET SOUTH OF EXISTING CLEVELAND CENTERLINE, FOR ALL TYPE 'D' CURB SEE FDOT STANDARD PLAN INDEX #300. ALL TYPE 'D' CURB TRANSITION TO BE 3 FT TAPER SEE SHEET CD-2 (DETAIL 8) FOR 19"x30" ERCP PIPE SPECIFICATIONS DRAINAGE IMPROVEMENTS FOR INDIAN RIVER DRIVE ARE SHOWN ON OTHER SHEETS. NO CONSTRUCTION WORK WITHIN THE FDOT US 1 RIGHT OF WAY. ALL DRIVEWAYS TO BE REMOVED AND REPLACED TO MATCH NEW ROADWAY SURFACE GRADE 10 VARIES PARKING 11' TRAVEL LANE I 11' TRAVEL LANE 411 ° 2% 2% 10 1_1.5) 4:1 �FtALt - 9 DRAINAGE AREA U O 8 40 20 uJ 0 a 8 20 40 CROSS SECTION A -A 1:10 scale STA 12+00 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 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. DATE BY 1 10/18/12 LGIN REVISIONS DESCRIPTION OFFICE QA/QC DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGMDATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 _ a } ( - EXISTING TREES TO REMAIN r Oe ®® m = I - MIAMI CURB INLET & WITH A TYPE 'D' STRUCTURE 5'1" x 4'1" LJ FDOT INDEX 232 - NEW PEDESTRIAN STREET LIGHTS - STAMPED PAVEMENT (BRICK & RED COLOR) - NEW 5' SIDEWALK -NEW TREE - CONCRETE CURB (MIAMI CURB) _ QWAI I n%A/ IIDAIAIA!''-C ADCAQ IqEIL NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 - US 1 IMPROVEMENTS BY OTHERS PLAN AND PROFILE CLEVELAND STREET PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA STA. 16+14, 50.21' LT TOP SW. EL=5.04' REFER TO SHEET 07 STA. 16+22, 56.34' RT 2 11 0 9 8 7 F- 6 J U 5 W O 4 � 3 2 North GRAPHIC SCALE 0 I0 20 ( IN FEET) 1 inch = 20 ft. 1 SCALE HORIZONTAL: 1:20 VERTICAL: 1:10 0 = ST TE OF® 4;� FRANK T. WATANABE, P.E. FL. REG. NO. REG. NO. 66735 WORKING NUMBER: NS.08024.01 7 SHEET NUMBER: 05 NOTES 1. PROPOSED WASHINGTON CENTERLINE (CONTROL LINE W) IS 0.96' OFFSET NORTH OF EXISTING WASHINGTON CENTERLINE. 2. FOR ALL TYPE 'D' CURB SEE FDOT STANDARD PLAN INDEX #300. 3. ALL TYPE 'D' CURB TRANSITION TO BE 3 FT TAPER. 4. DRAINAGE IMPROVEMENTS FOR INDIAN RIVER DRIVE ARE SHOWN ON OTHER SHEETS. 5. NO CONSTRUCTION WORK WITHIN THE FDOT US-1 RIGHT OF WAY. 6. ALL DRIVEWAYS WILL BE REMOVED AND REPLACED TO MATCH NEW ROADWAY SURFACE GRADE. LEGEND - EXISTING SIDEWALK - NEW PEDESTRIAN STREET LIGHTS NEW 5' CONCRETE SIDEWALK - CONCRETE CURB (MIAMI CURB) r� - MIAMI CURB INLET TOP & L�e® J WITH A TYPE 'D' STRUCTURE 5'1" X 4'1" FDOT INDEX 232 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. 11 10 9 8 7 6 5 4 3 2 1 0 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EX/ S NO. DATE BY 1 10/18/12 LGIN. 10 9 8 7 2 39 TYP 'D' CURB PARKING 11.00' 1 11.00, PARKING MODIFIED U 4:1 SLOPE 4" TYPE � —" ' ' S 1.09 % % 2% ` c SW 40 REVISIONS DESCRIPTION OFFICE QA/QC 20 0 CROSS SECTION A -A STA 11 +44 DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGA4 DATE: 0410212014 CHKD: FTW DATE: 0410212014 QA/QC: FTW DATE: 0410212014 10 9 8 7 20 40 SCALE HORIZONTAL 1:10 VERTICAL 1:2 IqL NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 ASPHALT PARKING North EL=6.50' EXISTING CATCH BASIN TYPE'F CURB STA. 12+98.69, 34.37' RT %i "GRATE, CENTER EL = 6.62', EC CD HEADWALL PIPE STA. 14+50.5 to 14+55 INSTALL RIP RAP ROCK GRAPHIC SCALE GRAPHIC SCALE' 0 10 20 0 5 10 IN FEET) IN FEET) WASHINGTON STREET 1 inch = 20 ft. 1 inch =10 ft. OUTFALL DRAINAGE 1 1 9 8 7 6 5 4 3 2 1 0 SCALE 1 HORIZONTAL 1:20 VERTICAL 1;10 __.......w.._ _... _�... __.._._....__....__ _........_.__._... �__... _ . ... _e.__ ._ ....._._.. u z __..... . _..._._._ . .. _ .. J . c�..__ to _...._ _ .. __._...... .. __.._.. _ �_ . ....... ................. . __. .,_......._. III Q Q LLI !j wx =w a U Z UJ _.. _ _._.....�... -,....... _.. _...... _...._.. . +0 O � �z uj +°- �� � Q z_.. fl p 0 ci w LL L \ EX. AR GROUND EX. 30, 3 30" RCP RCP PLAN AND PROFILE WASHINGTON STREET/OUTFALL PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA 14+50 G ' SAP Q 0 _ 'ik�G.' lvz FRANK T. WATANABE, FL. REG. NO. 66735 11 10 9 8 7 6 5 4 3 2 1 0 WORKING NUMBER: NS.08024.017 SHEET NUMBER: 05 s O STA:14+17 LL END PROJECT I North MATCH EXISTING PAVEMENT a I GRAPHIC SCALE SAWCUT a 10 zo MATCH EXISTING LL- --- - W U- o LL DRIVEWAY o _ --- EX. WATER SERVICE �, w ) N INSTALL s EX MANHOLE I 4 � (IN FEET STOP BAR ex WATER SERVICE I 4 n 1 inch = 20 ft. EDGE OF PAVEMENT -- M f�flS N� - Exs"HOPeFM- -- --RIVEWA �' - -- -- - - - - - - Ex3°HOPE PM- - - �- -- -- -- - - - uj EDGE OF PAVEMENT - - - - -- D9 _ _ _ EX 6" PVC WM EX 6" PVC WM - I I EX. GATE VALVE � ,� ,Q , ° - EX 6" PVC WM i I 13+00 4-00 14+28 8 14 38 1 0 18.0� MARTIN 12+ 10+ l0 w VH1EXI 0 STA: 10+05.00BEGIN PROJECT EDGE OF PAVEMENT INSTALL MATCH EXISTING EDGE OF PAVEMENT STOP BARPAVEMENT SAWCUTT LEGEND STA: 14+17 INSTALL CONCRETE I' I' FLUME V GRIND EXISTING PAVEMENT o TO MATCH NEW ASPHALT FULL DEPTH RECLAMATION CEMENT TREATED BASE 2" ASPHALT PAVEMENT CONSTRUCTION NOTES: 1. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO MAKE A VIDEOTAPE OF ALL CURRENT CONDITIONS. 18. THE DEPTH OF MATERIAL TO BE COMPACTED SHALL NOT EXCEED (8.0"). r-+ PE `� PE 2. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO REPAIR ANY POT HOLES OR ANY OTHER DEFICIENCIES THAT MAY 19. BEFORE FINAL GRADING AND THE ADDITION OF CEMENT, THE CONTRACTOR SHALL ADJUST THE CROSS -SLOPE SUPER DEVELOP WITHIN THE PROJECT AREA. ELEVATION, AND PROFILE GRADE BY ADDING GRANULAR BASE MATERIAL AS REQUIRED TO PROVIDE THE REQUIRED GRADE 9' 91 3. THE GENERAL INTENT OF THE WORK TO BE ACCOMPLISHED IS DEFINED BY THE PROJECT PLANS, DRAWINGS, AND AND CROSS SLOPE FOR THE ROAD. SPECIFICATIONS. 20. THE CONTRACTOR SHALL BE REQUIRED TO RESHAPE/GRADE THE ROADWAY TO PRODUCE A TWO (2) % CROSS SLOPE FROM EX. THE CENTER OF THE TRAVEL LANE TO THE EDGE OF THE TRAVEL LANE AS TO PROVIDE FOR PROPER DRAINAGE 2% 2% EX.+ 4. FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," 2010 EDITION OR FDOT "ROADWAY AND TRAFFIC SOD SOD 177777 DESIGN STANDARDS," 2007. 21. THE WORK ITEM FOR RECLAIMED ASPHALT BASE COURSE SHALL CONSIST OF PULVERIZING AND EXISTING BITUMINOUS PAVEMENT AND ITS BASE COURSE AND MIXING THEM TOGETHER, ADDING WATER AND NEW BASE MATERIAL, INJECTING THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING MIX DESIGNS FOR THE RECLAIMED ASPHALT BASE COURSE MIX SPECIFIED CEMENT STABILIZING AGENT DIRECTLY INTO THE MIXING CHAMBER OF THE RECLAIMING MACHINE AND UNIFORMLY DESIGN, AS APPLICABLE, PRIOR TO THE START OF CONSTRUCTION. MIXING IT WITH THE PULVERIZED MATERIAL AT THE RATE AND DEPTH SPECIFIED. 6. THE TESTING LABORATORY PERFORMING FULL DEPTH RECLAMATION (FDR) BASE COURSE MIX DESIGNS AND VERIFICATION 22. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CERTIFIED TESTING LABORATORY TO ENSURE THE STABILIZED BASE TESTING SHALL BE AN ACCREDITED LABORATORY THAT IS REGULARLY ENGAGED IN ASPHALT AND SOIL CEMENT TESTING HAS BEEN THOROUGHLY COMPACTED TO NOT LESS THAN NINETY-EIGHT PERCENT (98%) OF THE MAXIMUM DENSITY PER THE INCLUDING THE PREPERATION OF MIX DESIGNS FOR FDR BASE COURSE, AND TESTING TO ESTABLISH AND VERIFY PROCTOR TEST IN ACCORDANCE WITH AASHTO MODIFIED T-99. NEW PAVEMENT WIDTH TO MATCH EXISTING STRUCTURAL NUMBERS FOR THE BASE COURSE LAYERS. 23. ALL ASPHALT CONCRETE THAT IS USED SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD NO WIDENING 7. THE EXISTING ASPHALT PAVEMENT AND BASE MATERIAL SHALL BE CRUSHED AND BLENDED TO A MINIMUM DEPTH OF 8" SPECIFICATIONS, SECTION 334 SUPERPAVE ASPHALT CONCRETE. INCHES. 24. THE CONTRACTOR SHALL INSTALL TYPE. SP-12.5 CONCRETE ASPHALT CONCRETE AT A DEPTH OF 2" INCHES. TYPICAL SECTION NTS 25. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO HAVE CORE SAMPLES TAKEN EVERY 500' FEET REGARDLESS OF 2" ASPHALT PAVEMENT 8. THE GRADATION SHALL CONSIST OF A WELL -GRADED MIX WITH 100% PASSING, A 2.5" SIEVE, NO MORE THAN 96% PASSING A HOW MANY LANES ARE BEING RESURFACED AND SHALL BE RANDOM PATTERN. 1.5" SIEVE AND LESS THAN 8% PASSING A #200 SIEVE. 8" FULL DEPTH RECLAMATION CEMENT TREATED BASE (300 PSI) 26. ANY ADDITIONAL COSTS ASSOCIATED WITH CORRECTED DEFICIENCIES EVEN IF THE REPAIR WOULD MAKE THE FINAL 11" SUB BASE MATERIAL (LBR 40) 9. THE BASE MATERAL SHALL BE MIXED SUCH THAT THE ENTIRE MASS OF MATERIAL IS UNIFORM THROUGHOUT. THICKNESS OF THE ASPHALTIC CONCRETE OVERLAY TO BE IN EXCESS OF THE ORIGINAL SPECIFIED THICKNESS, SHALL BE THE 10. GRANULAR BASE MATERIAL TO BE ADDED TO THE RECLAIMED LAYERS SHALL CONSIST OF CRUSHED CONCRETE OR RECYCLED RESPONSIBILITY OF THE CONTRACTOR AND NO ADDITIONAL COST SHALL BE CHARGED TO THE CITY. ASPHALT PAVEMENT (RAP) MEETING THE REQUIREMENTS FOR GRADED AGGREGATE BASE OF THE FDOT SPECIFICATIONS AND 27. ALL DISTURBED AREAS WITHIN THE PROJECT AREA SHALL HAVE SOD INSTALLED WITH THE TYPE OF GRASS MATCHING THE SHALL HAVE A MINIMUM LBR VALUE OF 100. ADJACENT AREA.. 11. THE CONTRACTOR SHALL FURNISH A CEMENT THAT MEETS OR EXCEEDS THE FDOT REQUIREMENTS FOR TYPE I OR TYPE II CEMENT. 12. THE EQUIPMENT TO BE USED MUST ALSO HAVE THE CAPABILITY OF INTRODUCING THE CEMENT UNIFORMLY AND AT AN ACCURATE RATE TO THE RECYCLED MATERIALS. 13. THE CONTRACTOR SHALL HAVE A GRADER AND WATER TRUCK AVAILABLE TO PREPARE THE MATERIAL BEFORE COMPACTION AND CONTROL DUST. 14. THE CONTRACTOR SHALL COMPACT THE RECLAIMED BASE MATERIAL WITH A ROLLER WEIGHING NOT LESS THAN SIX (6.0) METRIC TONS (13,000 LBS) OR BY A THREE WHEELED ROLLER WEIGHING NOT LESS THAN TEN (10.0) METRIC TONS (11 TONS). 15. PRIOR TO START OF THE RECYCLING WORK, ALL VALVE BOXES AND MANHOLE CASTINGS SHALL BE LOCATED BY THE CONTRACTOR AND CLEARLY MARKED AND PROTECTED OR REMOVED AND COVERED TO AVOID DAMAGE. 16. THE MINIMUM FDR MIX DEPTH SHALL BE EIGHT INCHES (8"), MEASURED ABOVE THE TOP OF THE UNDISTURBED SUB BASE. 17. THE CONTRACTOR SHALL PULVERIZE THE EXISTING PAVEMENT IN MULTIPLE PASSES OF THE RECLAIMER, APPLYING SUFFICIENT MECHANICAL EFFORT TO REDUCE THE FRAGMENTS TO A MAXIMUM SIZE OF 75 MM (3" INCHES). TI �� .- --yj s NOTICE TO DRAWING HOLDER \ ry e REVISIONS DRAWING INFORMATION - � _ lit WORKING NUMBER: DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE 48 HOURS BEFORE DIGGING ',g' � r,A.rs Q� ';1� DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCRAPPER, INC. FOR NO. DATE BY DESCRIPTION FILENAME: PRESIDENT STREETS N E E L -S C HA F F E R PLAN AND PROFILE e / 7_ % CLARIFICATIONS PRIOR NG CONSTRUCTION. NE D AND AFFER,FURNISHED INC., HEREINAFTER CALL TOLL FREE 1 10/18/12 LG/MS OFFICE QA/QC SCALE: 1" = 20' r j�� � L OR IQ� .' ��it` d'' N S . 08024. 0 1 t REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO-800'432'4770 SOLUTIONS YOU CAN BUILD UPON MARTIN AVENUE THE OWNER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED (7 0 SURVEYED BY: ON EXTENSIONS OF THIS PROJECTOR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: F71N DATE: 05/02/2011 2925B 20th Street, Vero Beach, PRESIDENTIAL STREET IMPROVEMENTS 7l%91t n SHEET NUMBER: DRAWING, WITHOUT WRITTEN VERIFICATION US R SHALL I D THE ENGINEER, SHALL SUNSHINE STATE ONE CALL DRWN: MDS/LGMDATE: 1112112013 BEAT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD� �` HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, OF FLORIDA, INC. CHKD: F7W DATE: 1112112013 Florida 32960 PH: (772) 770-4707 SEBASTIAN � FLORIDA �� FRANEC. WATANABE, P. � � � �� INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. IQA/QC: F7W DATE: 1112112013 FAX: (772) 770-4640 CA00008556 FL. AEG. NO. TANA GENEF ❑ REMOVE AND DISPOSE EXISTING DRAINAGE PIPE REMOVE AND DISPOSE EXISTING DRAINAGE BOX REMOVE AND DISPOSE EXISTING STRUCTURE 4❑ DEMUCK EXISTING SWALE SOIL PRIOR TO PIPE INSTALLATION TYPED' BOX (4'-1" x 5'-1") WITH MANHOLE COVER OR GRATE (GRATE TYPE S9) PROPOSED PIPE TO BE INSTALLED ON CLEVELAND ---� SHOWN AS REFERENCED ❑ ❑ ❑ BAFFLE BOX STRUCTURE TO BE INSTALLED Tx 12' INTYPE 'D' STRUCTURE WITH GRATE TOP PER FDOT INDEX 232 F0_1 TYPE 'D' STRUCTURE WITH MANHOLE TOP PER FDOT INDEX 232 SHALLOW DRAINAGE AREA TO DRAWING HOLDER DO NOT SCALE THESE DRAWI GS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO C NSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIE PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PRO ECT 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 RI K 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. NO. DATE 1 10/18/12 REVISIONS DRAWING INFORMATION BY DESCRIPTION FILENAME: PRESIDENT STREETS 3lMS OFFICE QA/QC SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGM DATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 N EEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 INDIAN RIVER DRIVE AT CLEVELAND STREET PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA \,owlil1f//l, l No. 66735 %t �%A ram'' STATE OFR FRANK T. WATANABE, P. FL. REG. NO. 66735 WORKING NUMBER: N S . 08024.017 SHEET NUMBER: 07 GENERAL NOTES REMOVE AND DISPOSE EXISTING DRAINAGE PIPE REMOVE AND DISPOSE EXISTING DRAINAGE BOX REMOVE AND DISPOSE EXISTING STRUCTURE 4❑ DEMUCK EXISTING SWALE SOIL PRIOR TO PIPE INSTALLATION TYPED' BOX (4'-1" x 5-1") WITH GRATE TOP (TRAFFIC LOAD BEARING) PROPOSED PIPE TO BE INSTALLED ON WASHINGTON ---� SHOWN AS REFERENCED PROPOSED BAFFLE BOX STRUCTURE TO BE INSTALLED ON WASHINGTON SHOWN AS REFERENCE Tx12' �� MIAMI CURB INLET DUAL GRATES WITH TYPE 'D' STRUCTURE (4'1" x ®— J 5' 1 ") 4' x 5' r-_1 lkwl TYPE '9' INLET WITH TYPE 'J' STRUCTURE (4' x 5') L. - J IRTYPE 'D' BOX (4'-5" x 5'-5") WITH TYPE 'D' STEEL GRATE TOP 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 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SEE SHEET 04 WASHINGTON STREET PLAN AND PROFILE REVISIONS DRAWING INFORMATION NO. DATE BY DESCRIPTION FILENAME: PRIMIZI�A/7-(8-T'&SWPPP 1 10/18/12 LG/MS OFFICE QA/QC SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGM DATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 INDIAN RIVER DRIVE AT WASHINGTON STREET PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA No. 66735 ®, STATE 0? ; FRANK T. WATANABE, P. FL. REG. NO. 66735 10 20 EET) = 20 ft. WORKING NUMBER: NS.08024.017 SHEET NUMBER: LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG ­� FROM INLET USING REBAR FOR HANDLES. BRIGHTLY COLORED NYLON ROPE, EXPANSION RESISTANT. LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO -- FILTER SACK AT SEDIMENT COLLEC LOCATION. INLET GRATE Q O OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG 2" X 2" *4' 4UBBER BLOCK (TYP.) =D U FILTER SACKS FOR GRATED INLETS AND STABILIZED ROADWAYS N.T.S. SEDIMENT CONTROL DET FOR STOCKPILING OF ERODIBLE MATERIAL 11 SCALE: N.T.S WASHINGTON STREET & INDIAN RIVER DRIVE r co ROCK BAG POLY WHATTLE OR GEOHAY LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS. GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-4533 120 LBS TRAPEZOID TEAR ASTM D-3788 800 PSI UV RESISTANCE ASTM D-4355 80% APPARENT OPENING SIZE ASTM D-4751 140 US SIEVE FLOW RATE i ASTM D-4491 140 GAL/MIN/SQFT PERMITTIVITY I ASTM D-4491 1 0.55 SEC.-1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS. GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3788 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90% APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQFT PERMITTIVITY ASTM D-4491 1.5 SEC.-1 INLET DETAILS 11)SCALE: N.T.S. STA: 10+55 (40.23' LT) / 5 BEGIN SILT FENCE 11 11+00 12+00 ROCK BAG 2A: POLY WHATTLES OR GEOHAY CURB INLET FILTER 2B: SOCK -PIPE OR ROCK BAG INLET FILTER STA: 11 +91 (40.16' LT) END SILT FENCE STA: 12+14 (40.15' LT) tl 5 BEGIN SILT FENCE 11 13+00 CLEVELAND STRE 1 5 STA: 14+90 (40.10' L 11 BEGIN SILT FEN( POST OPTIONS: PRINCIPLE POST WOOD 2 2» MIN. 0 POSITION (CANTED 20° WOOD 2" X 4" OPTIONAL POST 20 TOWARD FLOW) n e POSITIONS J OAK 12 X 1 2� U STEEL 1.33 LBS/FT. MIN, 6' MAX. I F FILTER FABRIC (IN Lu FILTER FABRIC CONFORMANCE WITH > w Of _ co SEC. 985 FDOT SPEC.) 2 O O �2 z � SILT FLOW FRAME 5`yQ l 2`x4" WOOD FRAME ELEVATION SECTION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT CROSS BRACE PRICE FOR STAKED SILT FENCE (LF). GATHER EXCESS 1 ITMIN AT CORNERS NOTES: STAKE (TYP.) 1. ACTUAL LAYOUT TYPE III SILT FENCE DETERMINED IN THE _ STRAW BALE (TYP.) FIELD. _ DROP INLET WITH GRATE NOTES FOR SILT FENCES: 2. THE CONCRETE W WASHOUT SIGN Q _ _ z" x 4" WOOD FRAME 1. TYPE III SILT FENCES TO BE USED AT MOST LOCATIONS. SHALL BE INSTALLED > — _ VIEW OF FRAME WITHOUT VIEW OF FRAME WITH WHERE USED IN DITCHES, THE SPACING FOR TYPE III SILT FENCE WITHIN 30' OF THE — _ 10 MIL PLASTIC LINING SILT FENCE SILT FENCE SHALL BE IN ACCORDANCE WITH CHART 1, SHEET 1, PER FDOT INDEX TEMPORARY 102. CONCRETE SILT FENCE INLET PROTECTION -N.T.S. 2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT WASHOUT FACILITY LOADS ARE ANTICIPATED 0 CONCRETE AND STUCCO WASTE MANAGEMENT QiSCALE: N.T.S. 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 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SILT FENCE INLET PROTECTION 11 SCALE: N.T.S. NO. I DATE BY 1 1 10/18/12tGiN REVISIONS DESCRIPTION OFFICE QA/QC SILT FENCE 11 SCALE: N.T.S. DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1" = 50' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGMDATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 FDOT Index #102 STA: 10+47 (32.34' LT) END SILT FENCEqL I STA: 10+47 (13.49' LT) EN5 SILT FENCE 1--� 5 STA: 9+74 (32.42' LT) o I STA: 9+79 (16.15' LT) 5 11 BEGIN SILT FENCE I o i BEGIN SILT FENCE 11 STA: 9+60 (17.67' LT) STA: 9+63 (33.00' LT) r END SILT FENCE END SILT FENCE I I INSTALL FENCE PROTECTION 3 a 25 50 5 STA: 9+32 (34.00' LT) I j PER FDOT INDEX #102 11 11 BEGIN SILT FENCE I STA: 9+09 (32.28' LT) STA: 9+35 16.80' LT 5 ( IN FEET) END SILT FENCE = 1 inch 50 ft. BEGIN SILT FENCE 11 I i STA: 9+03 (17.25' LT) END SILT FENCE 5 STA: 8+37 (31.92' L 11 BEGIN SILT FENC STA: 8+28 (31.95' L STA: 6+98 LT) 3 1 INSTALL FENCE PROTECTI 11 PER FDOT INDEX # STA: 14+45 (40.24' LT) END SILT FENCE 5 STA: 5+42 (37.27' L 11 BEGIN SILT FENC 3 ) INSTALL FENCE PROTECTION 11 j PER FDOT INDEX #102 5 STA: 2+10 (30.04' L 11 END SILT FENC a, 143 SWPPP - STORM WATER POLLUTION PREVENTION PLAN PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA STA: 8+41 (19.43 LT) 5 BEGIN SILT FENCE 11 STA: 8+20 (17.57 LT) STA: 6+84 (18.35 LT) / 5 BEGIN SILT FENCE 11 LEGEND - - - - - SILT FENCE BAG PROTECTION F0_1 NEW BOX STRUCTURES ❑ ❑ ❑ NEW BAFFLE BOX SHALLOW DRAINAGE AREA �I STA: 4+48 (12.31' LT) I END SILT FENCE STA: 2+08 (21.62' LT) / 5 BEGIN SILT FENCE 11 STA: 1+53(39.93' LT) 2 INSTALL INLET 11 NO, 66736 ; ®` STATE OF e 10 t� FRAN T. WATANABE, P.E.�/�/`/ FL. REG. NO. 66735 WORKING NUMBER: NS.08024.017 SHEET NUMBER: 09 nrAlrr7l A I AIr%-rr-n LEGEND 1MMIr-ATInn1 IRRIGATION TERMITUS & PATTERN AREA IRRIGATION BOXES - (1' X 4") 2 - 2" PVC (ZONE 1 & 2) PIPE FOR IRRIGATION (SCHEDULE 40 PVC) (ZONE 1 FOR TREES AND ZONE 2 FOR GRASS AREA) CI C('TDlnAI 11 1(_LJTIAI(_ 2" ELECTRICAL CONDUIT (SCHEDULE 80 PVC) ELECTRICAL/PULL BOXES (1'-4" X 2'-2") CONCRETE BOXES SERVICE METER AND PEDESTAL PEDESTRIAN LIGHT POLE WITH FIXTURES 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. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-8004324770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IRRIGATION AND LANDSCAPE IRRIGATION AND LANDSCAPE (CONTINUED) 1. THE IRRIGATION NETWORK SHOWN ON THE PLAN IS A SCHEMATIC LAYOUT ONLY. THE 5. THE IRRIGATION SYSTEM SHALL COVER THE LANDSCAPE AREAS AND DESIGNED TO AVOID CONTRACTOR SHALL FURNISH AND PROVIDE A COMPLETE IRRIGATION PLAN TO COVER SURFACE RUNOFF, OVER SPACING OR SIMILAR CONDITIONS WHERE WATER FLOWS INTO GRASS AND TREES AS NEEDED TO BE APPROVED BY CITY. ADJACENT PRIVATE PROPERTY. NO. I DATE I BY 1 1 10/18/12 LG/N COMMERCIAL TREES ALONG THE STREET RIGHT-OF-WAY IS SHOWN ON THE PLAN AS 6. THE IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE COVERAGE FOR PEAK LAYOUT ONLY. THE CONTRACTOR SHALL DETERMINE LOCATION BASED ON IRRIGATION IRRIGATION REQUIREMENTS OF THE PLANTED MATERIALS. SPRINKLER SPACING SHOULD AND STREET SCAPE LAYOUT. NOT EXCEED MANUFACTURERS REQUIREMENTS. COMMERCIAL TREES SHALL BE KING OR QUEEN PALMS WITH DBH (4"-8") INCHES GENERAL REQUIREMENTS FOR THE LANDSCAPE AREAS SHALL BE ANY STREETSCAPE AREA WITHIN THE PROJECT AREA SHALL INCLUDE A COMBINATION OF THE FOLLOWING TYPES OF MATERIALS: TREES, SHRUBS AND GRASS SHALL BE USED IN THE LANDSCAPE AREAS. REVISIONS DESCRIPTION OFFICE QA/QC DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: 1" = 20' SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDSILGMDATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 I If-LIT1K1f-/CI Cf`Tr_)I!`AI PEDESTRIAN LIGHT FIXTURES SHALL MEET THE CITY'S EXISTING FIXTURES OF HALOFAN OR EQUAL LIGHTS WITH 150 WATTS AND 240 VOLTS. THE CONDUIT LAYOUT IS SHOWN ONLY AS A SCHEMATIC LAYOUT. THE CONTRACTOR SHALL PLACE CONDUITS AND PULL BOXES AS NEEDED FOR THE LIGHTING SYSTEM AND CONNECT TO THE IDENTIFIED SERVICE METER LOCATION. NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 LIGHTING/ELECTRICAL (CONTINUED) 3. THE CONTRACTOR SHALL DETERMINE BASED ON SCHEMATIC CONDUIT AND POLE LOCATIONS, THE LOCATIONS OF PULL BOXES AND CONNECTIONS TO COMPLETE THE LIGHTING SYSTEM. ALL CONDUITS SHALL BE GALVANIZED RIGID STEEL WHEN EXPOSED ABOVE THE GROUND OR SCHEDULE 80 PVC AND SHALL BE TRENCHED 36" INCHES BELOW GRADE. ALL CONDUITS AND PULL BOXES ARE SHOWN AS SCHEMATIC LAYOUT AND FIELD ADJUSTMENT MAY BE NEEDED BY THE CONTRACTOR AS NEEDED AND APPROVED BY THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES DURING CONSTRUCTION. 109, 0 TO CONNECT 2" PVC FOR IRRIGATION LIGHTING AND IRRIGATION PLAN PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA \\0kIIII//1f1,� j �+ No. 66735 a,� { „ -� '. STATE OF ;''�[� IFRANK T. WATANABE, P.E. FL. REG. NO. 66735 GRAPHIC SCALE 0 10 20 ( IN FEET) 1 inch = 20 ft. WORKING NUMBER: SHEET NUMBER: WC 11 8" 6" x 4-1i2" OR 6" x 12" CONTROL JOINT 6 211 R SIDEWALK CURB CONCRETE SIDEWALK - PAVEMENT 00 MODIFIED 'D1' CONCRETE SCALE: N.T.S. ASPHALT AVEMENT SURFACE ON LOW SIDE OF PAVEMENT TO BE 1/4" ABOVE LIP OF GUTTER -SURFACE ON HIGH SIDE TO BE FLUSH WITH GUTTER R=3/4" 1 i—On 1'_0 TYP.) a.a 8" 6„ 8, 1 OQ 2'-0" ASPHALT / PAVEMENT ►1Lilm,] 1. PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT 10' CENTERS (MAXIMIUM) AND AT ALL POINTS OF TANGENT OF CURVES WHERE R<20'. 2. CONCRETE SHALL CONFORM TO F.D.O.T. CLASS 1 CONCRETE. 3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES. MIAMI CURB SCALE: N.T.S. STOP BAR & SIGN LOCATION DETAIL SCALE: N.T.S. 2" R 0 COO_ f— — PARKING _ 5'-0" 4" THICK FIBER �- -1-.67 S% REINFORCED . . CONCRETE SIDEWALK EDGE CONCRETE SIDEWALK SCALE: N.T.S. 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. COMPACTED BASE LBR 40, COMPACTED TO 98% AASHTO T180 48 HOURS BEFORE DIGGING CALL TOLL FREE -300-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 4-1/2" SIDEWALK CURB RAMP SCALE: N.T.S. 6" FDOT INDEX#:304 O i .�u 72 Std. i CD 6" Min. 81, 21-O" *NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. TYPE 'F' CURB CONSTRUCTION SCALE: N.T.S. FDOT INDEX#:300 6" WHITE STRIPES (PAINT) 60 DEGREE ANGLED PARKING SPACES SCALE: N.T.S. CURB RAMP WITH DETECTABLE WARNING SCALE: N.T.S. SAWCUT EXISTING PAVEMENT TO FORM A SMOOTH AND STRAIGHT JOINT MATCH NEW PAVEMENT TO EXISTING MATCH NEW TYPE SP-9.5 ASPHALT TO EXISTING PAVEMENT EXISTING PAVEMENT 2" TYPE SP-9.5 ASPHALT 8" LIMEROCK BASE, COMPACTED TO 98% OF MAXIMUM DRY DENSITY, AASHTO T-180 COMPACT 11" SUBGRADE TO 98% OF MAXIMUM DRY DENSITY, AASHTO T-180 EXISTING TO NEW PAVEMENT SURFACE SCALE: N.T.S. REVISIONS DRAWING INFORMATION NO. DATE BY DESCRIPTION FILENAME: PRESIDENT STREETS 1 10/18/12 LG/MS OFFICE QA/QC SCALE: NTs SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGM DATE: 1112112013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 FDOT MARKING INDEX#:17346 MEL NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925E 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 z w Lu d LL O rW v^^ IJ W HIGH GRADE SHEETING N R1-1 AL STOP SIGN DETAIL SCALE: N.T.S. < 211 EDGE OF DETECTABLE WARNING N vI MUTCD 903.5.4 SECTION 2B.04 BETWEEN LIGHT POLES PEDESTRIAN LIGHT SCALE: N.T.S. ON RAMPS THAT ARE PERPENDUCULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION OF TRAVEL. ON THE RAMPS INTERSECTING CURBS ON A RADIUS, 1.6" MIN. THE DOME PATTERN SHALL BE IN -LINE 2.4" MIN. WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL. - O 0.9" MIN. INTEGRAL t O. 1.4" MIN. INTEGRALL 4 (D TRUNCATED DOME DOME - ---0 O O THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM -� O O O OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. TRUNCATED DOME o O O O BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES PLAN VIEW ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND INTHE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE BACK OF CURB CURB RAMP DETECTABLE WARNING SCALE: N.T.S. FDOT INDEX#:304 CONSTRUCTION DETAILS PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA _ No, 66735 0', STATE OF/ ' FRANK T. WATANABE, P. FL. REG. NO. 66735 WORKING NUMBER: NS.08024.017 SHEET NUMBER. CD-1 NOTE: TYPE "9" CURB INLET - SEE FDOT STANDARD PLAN INDEX #214 FOR DETAILS AND CROSS SECTIONS TYPE V CURB INLET SCALE: N.T.S. FDOT INDEX#:214 49" 29-1 W 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 8 61" 0 o TOP VIEW TOP VIEW oloLONGITUDINAL #5 BARS WITH olo #5 BAR EACH #4 BARS TOP & HOOKS, 6"C.C. 0 o ENTERLINE CORNER BOTTOM BOTTOM o_ ho #5 BARS WITH X FRAM �rt #4 BARS HOOKS, 4" POSITIONS-� + 1�=+� #4 BARS WITH C.C. BOTTOM A�� HOOKS, 4" C.C. 4 SIDES y LZ A B ---+ e BOTTOM 1t - I1 #4 BARS TOP VIEW _+ #4 BARS, TOP 22" GRATE ELEV. i OPENING CLOSED &BOTTOM#4 BARS (12" & CENTERED 8_716 2" 1-3l4" 2z� 1!4„ STIRRUPS 24" LEGS) SAME 8 C.C. 5 1/4" #4 BARS OPPOSITE CONTINUOUS OR 9-1/2 12" - II 12" RETURN LAPS 22-1/4(4" 22-1/1l4°� CONCRETE 4s' BRICK 4s° � GRATE ELEV. TRANSVERSE LONGITUDINAL SECTION _L a" MIN. SECTION1. $T" 88"" MODIFIED MIAMI CURB L OPTIONAL KEY I OPTIONAL KEY • ❑ �- INLET GRATE (IN LIEU OF DOWELS) _ (IN LIEU OF DOWELS) m EDGE OF CURB TYPE'D'BOX TYPE'D'BOX TRANS. TRANS. OM OR RISER SEE NOTE 1 BELOW BOTTO BOTTM OR RISER - GUTTER FLOW LINE SECTION AA SECTION BB CURB PLAN & TRANSITION NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC. 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 232 AND INDEX NO. 201 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN TOPS SHALL BE EITHER CAST -IN -PLACE OR PRECAST CONCRETE. 5. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. 6. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL OPENINGS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING INLET AND GRATE SHALL BE LASS 30 CASTINGS IN ACCORDANCE WITH ASTM A 48. MIAMI CURB INLET AND GRATE SCALE: N.T.S. 5'-5" C-1-P 5'-l" Precast 00 � 1 4'-1 " _ r 4'-1" T I 00 CD C-I-P Center Of Box Precast PLAN Location Reference 5'-5" C-I-P 53/4' C-I-P recast P 5'-1" 53/4' C-I-P 3%" Precast 1" 31/4" Precast CIOr 3„ Grate o- �- x Cl. Eye Bolt a�ai 2 Horz. Wall See Index 201 in (See Table 2) #4 Bars N U @ 12" Ctrs. 0o GO` #4 Bars SECTION @ 11" Ctrs HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 2) WALL DEPTH SCHEDULE AREA (in. /ft.) MAX SPACING BARS WWF 0'-6' Al2 0.20 12" 8" 6'-10' A6 0.20 6" 5" 10'-13' A4 0.20 4" 3" 10'-15' B5.5 0.24 5 %" 5" Recommended Maximum Pipe Size: T-1" Wall - 24" Pipe 4'-l" Wall - 36" Pipe "D" CATCH BASIN SCALE: N.T.S. FDOT INDEX#:232 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 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. I DATE BY 1 10/181 LGlMS �arw PIPE UNDER ASPHALT SCALE: N.T.S. MIAMI CURB --/ 12" MIN PIPE COVER -YPE SP-9.5 `+SPHALT PAVEMENT 8" THICK COMPACTED BASE LBR 40, COMPACTED TO 980%% AASHTO T180 11" THICK SUB -BASE ?4" RCP 3/4" DIA BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE 4" THICK FIBER REINFORCED ,,-CONCRETE SIDEWALK �6" THICK COMPACTED BASE LBR 40, COMPACTED TO 98%%% AASHTO T180 24" RCP �3/4" DIA BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE PIPE UNDER SIDEWALK/MIAMI CURB SCALE: N.T.S. PIPE UNDER: SCALE: N.T.S. REVISIONS DESCRIPTION OFFICE QA/QC NATURAL GROUND/ 3/4" DIA BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE DRAWING INFORMATION FILENAME: PRESIDENT STREETS SCALE: IVTS SURVEYED BY: DSGN: FTW DATE: 0510212011 DRWN: MDS/LGMDATE: 11121/2013 CHKD: FTW DATE: 1112112013 QA/QC: FTW DATE: 1112112013 NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB-5-10-100 FLOW & BY-PASS SPECIFICATIONS FOR BIOMASS SEPARATING SCREEN SYSTEM, SEDIMENT COLLECTION CHAMBERS, AND SKIMMER SPECIFICATIONS 24" X 36" HATCHES HYDROCARBON 1. Pipe inflow area (Drawn as 24" RCP) 3.14 sq.ft. CAST INTO THE CONCRETE ABSORPTION BOOM SCREEN SPECIFICATIONS: 2. Open orifice area in screen system 15.92 sq.ft. 4" BAFFLE TYP FLOATING SKIMMER (SKIMBOSSTM) 3. Open orifice area in screen system 7.96 sq.ft. with 50% blockage SCREENED BOTTOMS INSTALLATION NOTES: 4. Open orifice area in screen system 3.80 sq.ft. HINGED + IFLWE OUTFLOW with 75% blockage B1. ARENTOOFLUSH W IT TND HE 5. Minimum by-pass through screen system 3.80 sq.ft. +++++++ INSIDE SURFACE OF THE below the ceiling of the pipe 11 +++ CONCRETE STRUCTURE. (CAN NOT 6. Minimum by-pass around screen system 5.87 sq.ft. INTRUDE BEYOND FLUSH) _ below the ceiling of the pipe +* 2. INVERT OF OUTFLOW PIPE 7. Screen system storage volume 22.86 cu.ft. h.+ ++ + + SHOULD BE EVEN WITH THE TOP + OF THE BAFFLES. SEDIMENT STORAGE: 24" RCP TYP. +++ ++ + 3. BAFFLES SHOULD BE SEALED 8. Volume of first sediment chamber 66.60 cu.ft. GROUT TYP WITH GROUT. 9. Volume of second sediment chamber 51.66 cu.ft. 4. THE BOTTOM OF THE SKIMMER 10. Volume of third sediment chamber 73.33 cu.ft. TURBULENCEVZ SHOULD BE 6" BELOW THE INVERT 11. Total sediment volume 196.60 cu.ft. OF THE OUTFLOW PIPE. DEFLECTORS UPFLOW FILTER NOTE: 28" X 73" X 23" TALL WITH BOLD AND GOLD 5. INVERT OF THE INFLOW PIPE SHOULD NOT BE BELOW THE SCREEN SYSTEM WITH MEDIA FILTER INVERT OF THE OUTFLOW PIPE. CLEVELAND REQUIRES HINGED LIDS 30" RCP AND Box WASHINGTON 30" RCP PLAN VIEW CLEVELAND 6 ' TO 12 GRAVEL BEDDING FOR LEVELING: Notes: REAR VIEW 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH fc-5,000 PSI. 2. REINFORCING: ASTM A-615, GRADE 60. 3. SUPPORTS AN H2O LOADING AS INDICATED BY AASHTO. 4. JOINT SEALANT: BUTYL RUBBER SS-S-00210 5. ALL WALLS, TOP, AND BOTTOM ARE 8" THICK. 6. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) 7. HINGED LIDS FOR THE SCREEN SYSTEM ARE AVAILABLE UPON REQUEST. 8. BAFFLES WILL BE SEALED WITH GROUT TO FORM THREE WATER TIGHT CHAMBERS. BAFFLE BOX SCALE: N.T.S. 0 024 Imo- 36 INVE TBA 8"TO12" GRAVEL FOR LEVELING LEFT END VIEW TREATMENT DESIGN FLOW 15 cfs PEAK DESIGN FLOW WILL BE BASED ON SITE SPECIFIC CRITERIA NOTE: 1. USE JOELSON HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE (ERCP) 2. USE JOELSON JOINT CONNECTION FOR ERCP. PIPE JOINT AND DATA ASTM C-507 20 20 �24 24 24_._j FRONT VIEW SIZE EQUIV. TYP. TYP. LAYING OUTSIDE WALL GROVE F G APPROX APPROX ROUND RISE 'B' SPAN LENGHT 'A' HEIGHT 'C' THICKNESS 'D' LENTH 'E' A.S. 'H' WEIGHT/FOOT 19x30 24" 18 7/a' 29 %4' 96" 25 %$" 2 %4 3 %d' 1.544" 1 %4" %4 300 ERCP PIPE DETAIL SCALE: N.T.S. =F L NEEL-SCHAFFER SOLUTIONS YOU CAN BUILD UPON 2925B 20th Street, Vero Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 DRAINAGE DETAILS PRESIDENTIAL STREET IMPROVEMENTS SEBASTIAN, FLORIDA �rs 60 -36-�-I 0 100 116 INVERT TBA SLOPED BOTTOM FOR EASY SERVICING 6"T012" GRAVEL FOR LEVELING, ' RIGHT END VIEW PIPE DIMENSIONS tk '' No, B 735 ATO F, FRANK/T. WAT,aNAI FL. REG. NO. 66735 WORKING NUMBER: NS.08024.017 SHEET NUMBER: CD-2