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Home My WebLink About2009 - SJRWMD Construction PlansCARNATIOND�R � SEAGRAS KENO IN STIAN PROJECT LOCATION LOCATION MAP 0 BEACHI2 Improvements Street [Ditch INDIAN RIVER COUNTY, FLORIDAI GNOF c Engineering By: NEEL-SCHAIFFERI[ 14L SOLUTIONS YOU CA/V BUILD UPON 1201 loth Place, Suite A-100 Vero peach, Florida 32960 Phone: 772 770-4707 FAX: (772) 770-4640 CA 00008556 MAYOR JIM HILI_ VICE MAYOR COUNCIL. MEMBER ®ALE I. SIMCHICK COUNCIL MEMBER EUGiENE WOLFF COUNCIL. MEMBER L41A ova 1 r ®AVID FISHER, P.E. CITY ENGINEER FRANK T. WATANABE, P.E. FLORIDA REG. No. 66735 REVISED: ISSUED: Project Number: JUNE 2009 APRIL 2009 N S .07600.001 SHEET INDEX C-1 G2 G3 CD -1 CD -2 COVER SHEET GENERAL NOTES EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MAYOR JIM HILI_ VICE MAYOR COUNCIL. MEMBER ®ALE I. SIMCHICK COUNCIL MEMBER EUGiENE WOLFF COUNCIL. MEMBER L41A ova 1 r ®AVID FISHER, P.E. CITY ENGINEER FRANK T. WATANABE, P.E. FLORIDA REG. No. 66735 REVISED: ISSUED: Project Number: JUNE 2009 APRIL 2009 N S .07600.001 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SEBASTIAN ENGINE ERING AND PUBLIC WORKS AND THE FDOT STANDARD SPECIFICATIONS FOR ROADIc; AND BRIDGES, LATEST EDITION. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO 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 FUH Y RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAII .URE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUC I'URES, AND OTHER FEATURES AFFECTING HIS WORK. 3. CONTpACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL UTILITII .S AND NOTIFY UTILITY OWNERS 72 HOURS PRIOR TO DIGGING IN ANY PORTION OF THF SITE. 4, THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN THE P1 ANS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. 5. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE CO )NTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE EXI DING ROADWAYS SHOWN ON THE DRAWINGS. 6. FINISHI=D GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDILIG OR OTHER SURFACE TREATMENT. FINISHED ELEVATIONS SHOWN ON DRAWII IGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT PAVEMENT. 7. INSTALI .ATION OF ALL CONDUITS, PULL BOXES AND FOUNDATIONS SHALL BE IN ACCOPI)ANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA DEPAR I MENT OF TRANSPORTATION STANDARD SPECIFICATIONS, FDOT ROADWAY AND TRAFFI'% DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR, BY THE MANUFACTURER. 8. CONTpACTOR 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. THE CO �NTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS FOR THIS PI-,.OJECT AND SHALL COORDINATE ALL ACTIVITIES WITH CITY OF SEBASTIAN. 10. UNLES' 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 REPLA(oE WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER. 11. WHERI A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING CONDUIT, THE CONTPI-�CTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF CONDUIT, CONDUIT SIZE, AI ID REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL OF THl PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS. 12. THE C0NTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING AND PI=OPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO ENSURF- PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER. 13. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY. 14. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF CITY 01 SEBASTIAN. 15. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PART Vi, WORK ZONE TRAFFIC CONTROL. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN TO ENGINEER PRIOR TO CONSTRUCTION. TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED DURING CONSTRUCTION. 16. COMPLETE RECORD DRAWINGS, CONFORMING TO 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. 17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHTS-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS. 18. 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 OBSTRUCTION SHALL BE FURNISHED BY THE CONTRACTOR THE OWNER IMMEDIATELY. INFORMATION ON THE AND SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. CONTRACTOR SHALL RAISE OR LOWER THE INSTALLED PIPE AS NEEDED AT NO EXTRA EXPENSE TO THE OWNER. 19. ELEVATION DATUM IS LOCAL DATUM. 20. 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. 21. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER MAIN OR SANITARY FORCE MAIN SHUT -DOWN. 22. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. 23. THE Cr)NTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTIC':. 24. CONTPACTOR 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. 25. CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS AROUND WORK AREAS, CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON SIDEWALKS, TO RESTORE IMMEDIATELY AND ERECT TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC. 26. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY FLORIDA REGISTERED LAND SURVEYOR AFTER CONSTRUCTION. 27. PIPES SHALL NOT BE DEFLECTED MORE THAN 75% OF THE MANUFACTURER'S RECOMMENDATIONS. NOTICE TO DRAWING HOLDER ,E DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE . JNTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR DO NOT SCALE THE- OR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER DOCUMENTS, THE (;,E, ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO CLARIFICATIONS PF REFERRED TO AS Ti.E ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED THE OWNER FOR UA THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS ON EXTENSIONS OF�WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL a SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD DRAWING, WITH01'11INEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, AT TUG RFI ISE' =Y'S FEES ARISING OUT OF OR RESULTING THEREFROM. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-300-432'-4110 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. DATE 1. 06-11-09 BY Mi DS 1. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL. ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST PUBLISHED EDITION. CHAI YTER VI AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST PUBLISHEi1 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 EXISTING SIGNS AND PAVEMENT MARKINGS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN DURING A CONSTRUCTION PHASE SHALL BE REMOVED OR TEMPORARILY RELOCATED AS NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. THF COST OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE OF TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 1-3. 4. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY SUPPORTS OR YIELDING POST AS SHOWN IN FIGURE 6-1 OF THE MUTCD. THE CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE PLACEMI_NT AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE I DOT STANDARD SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUFfI.ISHED EDITION. 5. AT THE COMPLETION OF CONSTRUCTION DAY THE ROAD SHALL BE RETURNED TO TWO-WAY TRAFFIC. 6. VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES. 7. PROVISIONS APPROVED BY THE PROJECT ENGINEER WILL BE MADE FOR THE REMOVAL OF STORM WATER FROM THE ROADWAY DURING CONSTRUCTION. 8. ALL TEMPORARY MARKINGS SHALL BE IN PLACE ONE (1) HOUR BEFORE SUNSET. 9. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED EDITION. 10. INGRESS/EGRESS TO COMPLEX MUST BE MAINTAINED THROUGHOUT CONSTRUCTION SCHEDULE. EROSION CONTROL/WATER QUALITY NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING AN EROSION CONTROL PLAN AT THE TIME OF PRE -CONSTRUCTION CONFERENCE. THE PROPOSED EROSION CONTROL PLAN SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CRITERIA SET FORTH IN THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND FDEP LAND DEVELOPMI NT MANUAL SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER MANAGEMENT DISTRICT HAVING JURISDICTION. 2. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE F'I�IOR TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, ATA MINIMUM, T�) 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. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORAPY EROSION CONTROL FEATURES. 4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION, 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. 5. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON PRIVATE PROPERTY. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES AS REQUIRED TO MEET THIS REQUIREMENT. SPECIAL CONDITIONS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BELLSOUTH, CABLE TV, F.P.L. & I.R.C. UTILITY DEPARTMENT FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD TO THEIR RESPECTIVE SERVICES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPAIR, REINSTALLATION OR RECONSTRUCTION OF PRIVATELY OWNED ITEMS (MAILBOXES, FENCE, ET. AL.) WITHIN PROJECT LIMITS. CONTRACTOR SHALL TAKE DUE CARE AS TO NOT ADVERSELY IMPACT PRIVATE CITIZENS & THEIR ABILITY TO USE SUCH ITEMS. 3. CONTRACTOR SHALL PREPARE & SUBMIT FOR REVIEW A PROJECT MAINTENANCE OF TRAFFIC PLAN. THIS PLAN SHALL BE PREPARED TO INSURE RESIDENTS & BUSINESS OWNERS WITHIN THE PROJECT LIMITS SHALL HAVE REASONABLE & CONTINUOUS ACCESS TO THEIR PROPERTIES DURING THE CONSTRUCTION PHASE. 4. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. REVISIONS DESCRIPTION RESPONSE TO SJRWMD RAI DATED 05-06-09 DRAWING INFORMATION FILENAME: GEORGEST. DITCH SCALE: 1"= 10' SURVEYED BY: HSBS DSGN: FTW DATE: 04-17-09 DRWN: MDS DATE: 06-11-09 CHKD: LGM DATE: 06-15-09 QAIQC: FTW DATE: 06-15-09 MINIMUM STANDARDS 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMERI I- BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHAT I -BE CONSTRUCTED AS A FIRST STEP IN LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DIST! IRBANCE 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 SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 3• PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BP_ 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 ONF YEAR. 4• DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILI S SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5• A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 6• STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION, 7, SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THRf_E ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BA:IN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE 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. 8. AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUC 1 HIRES WILL BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL fir CORRECTED BY THE CONTRACTOR IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FELL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM WATER 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. 12. UNDERGROUND UTILITY POWER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: (a) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. (b) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. (c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. (d) RESTABLIIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 13. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 14. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE PROJECT ENGINEER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 15. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SMALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 16. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX Nos. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 17. PERIODIC INSPECTION AND MAINTENANCE OF SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE OWNER AND CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. OL ,qmkl NEEL-SCRAFFER SOLUTIONS YOU CAN BUILD UPON 1201 19th Place, Suite A-10CI Vera Beach, Florida 32960 PH: (772) 770-4707 FAX: (772) 770-4640 CM0008556 GENERAL NOTES 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 RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH OR SOLID SOD, AS STATED ON THE PLANS. 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING JURISDICTION. 5. THE CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 6. TRAFFIC CONTROL ON COUNTY AND STATE HIGHWAY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL LOCATION AND EXTENT OF EXISTING UTILITIL.3 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. 8. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 9. DISCREPANCIES ON THE DRAWINGS SHALL BH BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 11. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 12. NO FIELD CHANGES OR DEVIATIONS FROM DI -:-SIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER AND THE APPROPRIATE GOVT RNMENTAL ENTITY. 13. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN ROAD RIGHTS-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 UNSUITA13LE MATERIAL SHALL BE AS DIRECTED BY OWNER OR OWNER'S ENGINEER. GEORGE STREET DITCH SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T. WATANABE, P.E. FL. REG. NO. 66735 WORKING NUMBER: N.07600.001 SHEET NUMBER: C-2 CONCRETE PADS -g o RIP -RAP g REMOVEB 58 L.F. 43" x 70" RCP \ (APPROXIMATE LOCATION) B.S.. / AND REPLACE WITH \ \ CONNECT 18' CMP STA T) DO STOCKADE FENCE rn / 56 L.F. IWO (2) 43"x 68" ERC \ O INV. 15.11 _ 00 os TA 1+00 CENTER LINE GEORGE ST. HEDGES �g top of bank / / x SA 0Pf PAVEMENT AND Ig' X^yg• = STA 1+00 CONTROL IN �� 6' DRAwncE/uTIUTY EASEMENT 6 " top Of bank �N 0 6� STOCKADE F NCE - / / TRAITION TO EXISTING \ HEDGES � ROA 10 0 5'X2.5' L g xi / �,•. /° -- \ \ 1 h ! �\ JL! \ _./ / x �9 / W Hour 8" CMPST7�0�69. / 1.5' EEP RIP RAP INV1500 ,, N . .�� E - INV�13.55 FILL; COMPACT AND GRADE WITH 5 HE DWALL STA: 1+31.30 / i SOD ON TOP OF DITCH ARE ' \ / INV. 15.31 g1 1+25.47 x� , A. h AF /A 3J 0 _\ ASH N11 Q` HEADWALL /' /\ \ z / - . _toe o� Q� �., - - -� - - - - - - `• 4,C/X 52"'3C 77 .CMP g a. x 43"x70" R.C.P. 5 1 � r,. f 70 INV`. 4.0$, X _ 0+50 w INV. -15.31 �_► x % x DONTROL LINE HD OUT Q -x--_toe 2.5'X2.5' V_ WASH OUT O1 i 0 1.-" CMP 1 1.5'' DEEP _/ toe % , \,;_ IAV.=15.86 'J 0 t0' el , o STA 0+69.7 1 O �� N� � �� /CD\ V. 15.31 \' IN x \ TILL, COMPACT AND GRADE,WIT1 .� g. p• f f•• i \ �\ ,x� r / \ SO'b ON TOP OF DITCH AR x1 \ TA 1 25.4. , / ;• 8905 E 12000 0 25.00, V. 15.00 �g / - --------- FID 0 g r \ f...__...... _ g• PK NAIL ED. FDO J ON -B -OX- _....... �/ _ ..: t•.......__._r_.:..... .._._. _ / 21 5 top top of bank of \� x� REMOVE NO DISCARD aINAGE/UTILITY EASEMENT A ONE �- EXISTING HEADWALL F / r / � N = g STA 1+29.2 (8.10__RT CO - c3 0 CONNECT 18" CMP ^� C oN DEMO EXISTING \ \- B M x�g / INV:,1'4.41 CONCRETE POOL 0 0 ASPHALT \/J ` MB / k ° a d " EQUIPMENT PAD p✓ ELEV.=20.22 a C 6" a .o ELEV= O_23.24 - n k B.S.B. .. 4" d CSN CRETE A/C-& PUMP PAD I dO 25 - ..............I _ _... .... ' ...............................- CO .. 4G. .d a. 4 d _. I - - - -- : _...._.._... _ ....... -- 3 NOTE: HOUSE AND DECK J n DETAILS ON THIS LOTd 4 COVERED 0 U N0 ccoo0 ARE (BASED ON A SURVEY d CONCRETE ° a o +__...-- _................ �Z HZ .............. ----_.----................ . ..... -_ .. ¢ PERFORMED & PROVIDED d EXISTING ROAD EXISTING GROUND -1 5MTH SURVEYING & dBY d INC. aMAPPING, ° O JOB 03-0856 12" ADS O LOT 8 INV.=18.55 4" HLOCK 180 aPORCH s°a C.113. S SINGLE VACANT dFAMILY ° RESIDENCE c-,+ 1+50 POOL (APPROXIMATE) O d ..- . o ° ° M dd 4 a -23.a E 16' CON a. - a ' DRIVE .. .. o O Ln 03 d _ a d _ V STA 0+7,0.01 g� 29.59' 18" CMP REMOVE AND REPLACE INV. -18. 2 EXISTING HEADWALLI g d de CONCRETE PADS -g o RIP -RAP g REMOVEB 58 L.F. 43" x 70" RCP \ (APPROXIMATE LOCATION) B.S.. / AND REPLACE WITH \ \ CONNECT 18' CMP STA T) DO STOCKADE FENCE rn / 56 L.F. IWO (2) 43"x 68" ERC \ O INV. 15.11 _ 00 os TA 1+00 CENTER LINE GEORGE ST. HEDGES �g top of bank / / x SA 0Pf PAVEMENT AND Ig' X^yg• = STA 1+00 CONTROL IN �� 6' DRAwncE/uTIUTY EASEMENT 6 " top Of bank �N 0 6� STOCKADE F NCE - / / TRAITION TO EXISTING \ HEDGES � ROA 10 0 5'X2.5' L g xi / �,•. /° -- \ \ 1 h ! �\ JL! \ _./ / x �9 / W Hour 8" CMPST7�0�69. / 1.5' EEP RIP RAP INV1500 ,, N . .�� E - INV�13.55 FILL; COMPACT AND GRADE WITH 5 HE DWALL STA: 1+31.30 / i SOD ON TOP OF DITCH ARE ' \ / INV. 15.31 g1 1+25.47 x� , A. h AF /A 3J 0 _\ ASH N11 Q` HEADWALL /' /\ \ z / - . _toe o� Q� �., - - -� - - - - - - `• 4,C/X 52"'3C 77 .CMP g a. x 43"x70" R.C.P. 5 1 � r,. f 70 INV`. 4.0$, X _ 0+50 w INV. -15.31 �_► x % x DONTROL LINE HD OUT Q -x--_toe 2.5'X2.5' V_ WASH OUT O1 i 0 1.-" CMP 1 1.5'' DEEP _/ toe % , \,;_ IAV.=15.86 'J 0 t0' el , o STA 0+69.7 1 O �� N� � �� /CD\ V. 15.31 \' IN x \ TILL, COMPACT AND GRADE,WIT1 .� g. p• f f•• i \ �\ ,x� r / \ SO'b ON TOP OF DITCH AR x1 \ TA 1 25.4. , / ;• 8905 E 12000 0 25.00, V. 15.00 �g / - --------- FID 0 g r \ f...__...... _ g• PK NAIL ED. FDO J ON -B -OX- _....... �/ _ ..: t•.......__._r_.:..... .._._. _ / 21 5 top top of bank of \� x� REMOVE NO DISCARD aINAGE/UTILITY EASEMENT A ONE �- EXISTING HEADWALL F / r / � N = g STA 1+29.2 (8.10__RT CO - c3 0 CONNECT 18" CMP ^� C oN DEMO EXISTING \ \- B M x�g / INV:,1'4.41 CONCRETE POOL 0 0 ASPHALT \/J ` MB / k ° a d " EQUIPMENT PAD p✓ ELEV.=20.22 a C 6" a .o ELEV= O_23.24 - n k B.S.B. .. 4" d CSN CRETE A/C-& PUMP PAD I dO 25 20 15 W11 NOTICE TO DRAWING HOLDER THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE HE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR DO NOT SCALE'S PRIOR TO CONSTRUCTION, NEEL-SCHAFFER, INC., HEREINAFTER DOCUMENTS, IRS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO CLARIFICATIONS USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED REFERRED TOA' THE OWNER FO�OFTHIS PROJECT OR Q OTHER PROJECT. OH IS ON EXTENSIONSOUT WRITTEN RONOADAPTOBHE ENGNEER,SHAL DRAWING, WITHI'ER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD ^iNGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, BE AT THE REQ RNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. HARMLESS TW- IKIf l I InlMr. AT 1+00 PROPOSED GROUND 0 Y LO COMPACTED FILL Q U) IRRIGATION SYSTEM INTAKE (APPROXIMATE) 1.0' HEADWALL 6 PIPE DITCH AND b FILL IN AREA 1 REMOVE AND REPLACE EXISTING SEAWALL 0 STA: 2+51.30 (5.21' LT) / O O 06 � 60" CMP I V= 13.14 LO STA: 2+51.30 INV. 13.14 REMOVE AND DISCARD 6 35 L.F. 60" CMP b VREMOVE AND REPLACE 1k EXISTING SEAWALL STA: 2+51.30 (5.21' RT) INSTALL 120 L.F. 52"x77" CMP V WITNESS IRRIGATION SYSTEM INTAKE (APPROXIMATE) zz::3- 1.0' HEADWALL EXISTING CANAL - ..............I _ _... .... ' ...............................- LU_. _. I - - - -- : _...._.._... _ ....... -- �� J - _ m ....... co m - 0 U N0 ccoo0 o +__...-- _................ �Z HZ .............. ----_.----................ . ..... -_ .. ¢ ¢ EXISTING ROAD EXISTING GROUND -1 20 15 W11 NOTICE TO DRAWING HOLDER THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE HE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR DO NOT SCALE'S PRIOR TO CONSTRUCTION, NEEL-SCHAFFER, INC., HEREINAFTER DOCUMENTS, IRS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO CLARIFICATIONS USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED REFERRED TOA' THE OWNER FO�OFTHIS PROJECT OR Q OTHER PROJECT. OH IS ON EXTENSIONSOUT WRITTEN RONOADAPTOBHE ENGNEER,SHAL DRAWING, WITHI'ER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD ^iNGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, BE AT THE REQ RNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. HARMLESS TW- IKIf l I InlMr. AT 1+00 PROPOSED GROUND 0 Y LO COMPACTED FILL Q U) IRRIGATION SYSTEM INTAKE (APPROXIMATE) 1.0' HEADWALL 6 PIPE DITCH AND b FILL IN AREA 1 REMOVE AND REPLACE EXISTING SEAWALL 0 STA: 2+51.30 (5.21' LT) / O O 06 � 60" CMP I V= 13.14 LO STA: 2+51.30 INV. 13.14 REMOVE AND DISCARD 6 35 L.F. 60" CMP b VREMOVE AND REPLACE 1k EXISTING SEAWALL STA: 2+51.30 (5.21' RT) INSTALL 120 L.F. 52"x77" CMP V WITNESS IRRIGATION SYSTEM INTAKE (APPROXIMATE) zz::3- 1.0' HEADWALL EXISTING CANAL EXISTING 43"X70" RCP TO BE REMOVED FOOT TYPE I JUNCTION BOX 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS DRAWING INFORMATION NO. DATE 1. 06-11-•; FILENAME: GEORGE ST DITCH BY DESCRIPTION a MDS RESPONSE TO SJRWMD RAI DATED 05-06-09 SCALE: I"= 10" SURVEYED BY: HSBS DSGN: FTW DATE: 04-17--09 DRWN: MDS DATE: 06-11-09 CHKD: LGM DATE: 06-15-09 QAIQC: FTW DATE: 06-15-09 2+00 V COMPACTED FILL 1:10 HORIZONTAL 1:5 VERTICAL EXISTING CANAL North Report of Survey: (Ditch) GRAPHIC SCALE 05 * TYPE OF SURVEY: TOPOGRAPHIC I I 10 * THIS SURVEY PERFORMED BY: E HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 E 1717 INDIAN RIVER BLVD, SUITE 101 1 inch( IN FEET) 10 ft. VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 THE EXPECTED USE OF THE LAND AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61C17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER 61617 6, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 9/30/08 * THE BEARING BASE FOR THIS SURVEY IS: N00°04'45"W, ASSUMED ALONG THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON. (NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".) * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT -OF -WA -YS, ---- OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAP #12061 CO078 E, DATED MAY 4th., 1989 * THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED BENCH CIRCUIT TO A F.I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL 0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE OVER COLLIER WATERWAY, ELEV.= 25.07) ra TYPE: TO O hiC ON-SITE BENCHMARK AS SHOWN. I� g P Legenc & Abbreviations: (symbols not scaleable for size) PROJECT# Ditch _ PLS - PROFESSIONAL LAND SURVEYOR `0- - WOOD UTILITY POLE OA TE: 9030008 PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE - LB - LAND SURVEYING BUSINESS ® - CABLE T.V. BOX 0 - CENTERLINE ® - ELECTRIC BOX DRA WN B Y.• S.A.H. E/P - EDGE OF PAVEMENT OO - WELL B. M. - - BENCHMARK ® - WATER METER CHECKED BY: O - IRON ROD & CAP LB 6905 ED. ® - SEPTIC TANK FD - FOUND - MITERED END SECTION (MES) (P) - PLAT VALUE - DRAINAGE SCALE: 1 -10 (M) - MEASURED VALUE MB - MAIL BOX F_ F. - FINISH FLOOR CHIT - OVERHEAD ELECTRIC THIS SURVEY IS NOT VALID Lfoo CABBAGE PALM - OAK - CITRUS I v - LEGEND SURFACE WATER IMPACT (Area = 0.08 Ac) REMOVE EXISTING CABBAGE PALM ��- PROPOSED SILT FENCE EXISTING PAVEMENT TO BE REMOVED AND REPLACED BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE - EXISTING ROAD ELEVATION). _...-._ NOTES: ----_-- --- - -- 1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES. PLAT OF SURVEY FOR: CITY of A TOPOGRAPHIC SURVEY OF A PORTION OF THE 30' EXISTING 60" CMP EXISTING SEAWALL SE13ASTj DRAINAGE R/W ABUTTING LOTS 42 & 43, BLOCK 176, SEBASTIAN HIGHLANDS UNIT 8, AS SHOWN ON THE TO BE REMOVED µ PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. HOME OF PELICAN ISLAND REVISIONS ®�1 PROFESSIONAL LAND SURVEYORS & MAPPERS CERTIFICATEOFAMHORIZATION: LB 6905 D � 1717RVDI4NRIVERBLVD, -SUITE 101 D �I VEROBEACHFL. 32960 PH.: (772) 794-1213 FAX: (772) 794-1096 EMA/L:Z6945@bdsout6.not 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 TYPE: Topographic PROJECT"# Ditch DATE: 9/30/08 F.8. PG. DRAWN BY.. S.A.H. CHECKED BY.. SCALE: 1"=10' SHEET: 1 of 1 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. N0. DATE DESCRIPTION BY .��nni r. nvv,�iviv, r,�-,�,�r•-r,7v WORKING NUMBER: EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS NS.07000.001 GEORGE STREET DITCH SHEET NUMBER: SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T. WATANABE, P.E. C-3 FL. REG. NO. 66735 - ..............I _ _... .... ' ...............................- _. I - - - -- : -- EXISTING 43"X70" RCP TO BE REMOVED FOOT TYPE I JUNCTION BOX 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS DRAWING INFORMATION NO. DATE 1. 06-11-•; FILENAME: GEORGE ST DITCH BY DESCRIPTION a MDS RESPONSE TO SJRWMD RAI DATED 05-06-09 SCALE: I"= 10" SURVEYED BY: HSBS DSGN: FTW DATE: 04-17--09 DRWN: MDS DATE: 06-11-09 CHKD: LGM DATE: 06-15-09 QAIQC: FTW DATE: 06-15-09 2+00 V COMPACTED FILL 1:10 HORIZONTAL 1:5 VERTICAL EXISTING CANAL North Report of Survey: (Ditch) GRAPHIC SCALE 05 * TYPE OF SURVEY: TOPOGRAPHIC I I 10 * THIS SURVEY PERFORMED BY: E HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905 E 1717 INDIAN RIVER BLVD, SUITE 101 1 inch( IN FEET) 10 ft. VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: STUART A. HOUSTON, P.L.S. #4490 THE EXPECTED USE OF THE LAND AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61C17-6, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER 61617 6, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 9/30/08 * THE BEARING BASE FOR THIS SURVEY IS: N00°04'45"W, ASSUMED ALONG THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON. (NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".) * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT -OF -WA -YS, ---- OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAP #12061 CO078 E, DATED MAY 4th., 1989 * THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED BENCH CIRCUIT TO A F.I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL 0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE OVER COLLIER WATERWAY, ELEV.= 25.07) ra TYPE: TO O hiC ON-SITE BENCHMARK AS SHOWN. I� g P Legenc & Abbreviations: (symbols not scaleable for size) PROJECT# Ditch _ PLS - PROFESSIONAL LAND SURVEYOR `0- - WOOD UTILITY POLE OA TE: 9030008 PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE - LB - LAND SURVEYING BUSINESS ® - CABLE T.V. BOX 0 - CENTERLINE ® - ELECTRIC BOX DRA WN B Y.• S.A.H. E/P - EDGE OF PAVEMENT OO - WELL B. M. - - BENCHMARK ® - WATER METER CHECKED BY: O - IRON ROD & CAP LB 6905 ED. ® - SEPTIC TANK FD - FOUND - MITERED END SECTION (MES) (P) - PLAT VALUE - DRAINAGE SCALE: 1 -10 (M) - MEASURED VALUE MB - MAIL BOX F_ F. - FINISH FLOOR CHIT - OVERHEAD ELECTRIC THIS SURVEY IS NOT VALID Lfoo CABBAGE PALM - OAK - CITRUS I v - LEGEND SURFACE WATER IMPACT (Area = 0.08 Ac) REMOVE EXISTING CABBAGE PALM ��- PROPOSED SILT FENCE EXISTING PAVEMENT TO BE REMOVED AND REPLACED BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE - EXISTING ROAD ELEVATION). _...-._ NOTES: ----_-- --- - -- 1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES. PLAT OF SURVEY FOR: CITY of A TOPOGRAPHIC SURVEY OF A PORTION OF THE 30' EXISTING 60" CMP EXISTING SEAWALL SE13ASTj DRAINAGE R/W ABUTTING LOTS 42 & 43, BLOCK 176, SEBASTIAN HIGHLANDS UNIT 8, AS SHOWN ON THE TO BE REMOVED µ PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. HOME OF PELICAN ISLAND REVISIONS ®�1 PROFESSIONAL LAND SURVEYORS & MAPPERS CERTIFICATEOFAMHORIZATION: LB 6905 D � 1717RVDI4NRIVERBLVD, -SUITE 101 D �I VEROBEACHFL. 32960 PH.: (772) 794-1213 FAX: (772) 794-1096 EMA/L:Z6945@bdsout6.not 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 TYPE: Topographic PROJECT"# Ditch DATE: 9/30/08 F.8. PG. DRAWN BY.. S.A.H. CHECKED BY.. SCALE: 1"=10' SHEET: 1 of 1 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. N0. DATE DESCRIPTION BY .��nni r. nvv,�iviv, r,�-,�,�r•-r,7v WORKING NUMBER: EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS NS.07000.001 GEORGE STREET DITCH SHEET NUMBER: SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T. WATANABE, P.E. C-3 FL. REG. NO. 66735 UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK REMOVE EXISTING PAVEMENT SAWCUT EXISTING PAVEMENT TO FORM A SMOOTH AND STRAIGHT JOINT MATCH NEW PAVEMENT TO EXISTING 12" a, REMOVE EXISTING BACKFILL MATERIAL AND GRADE UNIFORMLY TO RECIEVE 12" MIN. THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXISTING PAVEMENT MATCH EXISTING PAVEMENT THICKNESS OR CONSTRUCT 1-Y2" MIN. COMPACTED THICKNESS D.O.T. TYPE SP -12.5 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING 1" MINIMUM TYPE SP-9.5(2ND LIFT) � ► ► •moi ► •moi I NEW PAVEMENT 01 SAW CUT AND BUTT JOINT CD -1 SCALE: N.T.S. I Type A Or B Riser 2 Additional Bars A 0 5" 0. C. #5 Hoop Bar Perpendicular Bars A (See Section AA -A) #4 Hoop Bar L 2-# 7's Each W + ��0 \ Reference Axis Placed On TOP 0 a 1 Bars A And B At 45' Parallel Bars B (See Section A- TOP SLAB REINFORCING STEEL DIAGRAM U a` r°a- Ed me o �W co 2 a� ov p� �m #4012"BW c x o (Horizontal Bars c°0m N e o ars A 3p�6" 6. Continuous Around o �" h Corners For m ,.0 t 4-0" Rectangular Riser's;° v 2 -Extra # 4's N a 0Each Side And o m 8" ars B i Above Opening c cy Od U f] O O u- -ot-a #4' ® 12" O.C. c o Each Way N w m c o o: 0 c 12" 1 r^^^.■III■■MI - - I.rr..■■_III■_NMI It■�il��1116'- ■■■■■■Il;� ■■ OWN ■li 1 1/2" MINIMUM TYPE SP -12.5 COQUINA BASE 8" MINIMUM THICKNESS COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO. 12" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX/ DENSITY 2- #5 Hoop Bars (2 Lap Splices Permitted) -- J 2 Additional Bars A ®5"O. C. Bars B Long Wayy (See Section B -B) TOP SLAB REINFORCING STEEL DIAGRAM 3'-6" (Typ.) n Bars 0 � Bars B, V) E d o cy o ua m F � #4 0 12" BW (Horizontal Bars Continuous Around Corners For Rectangular Risers) /ertical Wall Reinforcing ? o` ;See Table) N `...... SECTION C -C O Horizontal Wall Reinforcing c (See Table) a s - m F° c Top Slab Reinforcin m Supplemental Bar A Or B c m c o v `...... SECTION C -C AT TOP SLAB p cn �c T o ALTERNATE 8 3' r ;.x„ Optional Shear Ke 1 Wall Reinforcin oN Shear Key 10' Draf NOTE: Variations in shear key dimensions not more than 1'-6" larger than the opening In will be permitted subject to the at 3" maximum spacing equal to half the area of vertical Engineers approval. 10' Dra reinforcment removed by the opening and provide the 1� or riser shall be constructed according to the .�.'ea' r.9 _'/ 3}' r I Optional Shear Ked m— m � 'Special Top Slab" details on this sheet. TTI a o E: -:.U. S_AB p Bottom Slab Reinforcin SLAB TO WALL DETAILS FOR PRECAST ALTERNATE WITH W WALLS #4 Iles ® 12 O.C. #5 Peripheral Reinforcement Wall Reinforcing 9- # 4 Ties ® 12" O.C. Rotate* 4 Bars As Required (See Section) To Maintain Cover #5 ReinforcemenPeripheral t L m^ Bars A Bars B �^ Bars A— Bars B `...... SECTION C -C c � ALTERNATE A o ALTERNATE 8 SECTION A -A � � SECTION 8-8 SPECIAL TOP SLAB' oN • NOTE: When the inside diameter of a round structure is NOTE: Provide extra reinforcing each side of each opening N" not more than 1'-6" larger than the opening In at 3" maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure reinforcment removed by the opening and provide the or riser shall be constructed according to the same area of reinforcment above each opening at 3" 'Special Top Slab" details on this sheet. maximum spacing as removed by the opening. GENERAL NOTES 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 4. Structure bottoms may be used in conjunction with curb inlet 10. The corner fillets shown are necessary for rectangular structures used with circular square (Alt. B) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 5, 9, and 10, and any manhole or Junction box unless otherwise shown in the or other standard drawings. Alt. B structure risers and Inlet throats and used on skew with rectangular risers, inlet and inlet throats. Fillets will be required in lieu of the bottom slab of the Alt. B riser when are designated Type J. Risers are permitted for all structures. plans bottoms may be used in conjunction with curb inlet Types 7 & 8, or used with the Alt. A box. Each fillet shall be reinforced with 2-#5 bars. 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on rectangular structures (Alternate B) shall be constructed of reinforced Index No. 201. concrete only. 7. Rectangular structures may be rotated as directed by the Engineer to order 3. Wall thickness and reinforcement are for either reinforced cast -In-place to facilitate connections between the structure walls and storm sewer pipes. 12. Structures with depths over 14' are to be checked for floatation by designer of or precast concrete units except that precast circular units may be furnished project drainage. with walls in accordance with either A.S.T.M. C-478 (up to 96 diameter) 8 Except when ACI hooks are specifically required, reinforcement top and slab or A.S.T.M. C-76, Class ---, B Wall, modified where the elliptical steel cage shall be straight embedment. 13. Units larger than specified standard may be substituted at the contractors optl,", area is placed in the center one-third of the wall. when these units will not cause or increase the severity of utility conflicts. Such units shall be furnished at no additional cost to the Department. Larger STRUCTURE BOTTOMS 4. Top and floor slab thickness and reinforcement are for precast and cast inlarger construction. Top and floor slabs shall be of Class -- 9. All steel bars shall hovb4' minimum cover unless otherwise shown except for Alternate A units cannot replace Alternate Bunits without approval of the TYPE AND place concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi} may be precast circular units manufactured under ASTM C-76 or ASTM C-478, Horizontal Engineer. This note applies to this Index only. used 1n lieu of Class - and Class -- concrete in precast items manufactured steel in rectangclar structures shall be lapped a minimum of 24 bar diameters at comers. in plants which are under the 'Standard 0 erotin Procedures for the p P 9 14. For manhole and junction box tops, for frames and covers, and, for supplementcry inspection of precast drainage products. details see Index No. 201. 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire fabric, either smooth or deformed. TYPE 'P' AND 'J' STRUCTURE BOTTOM REFER TO FDOT INDEX NO. 200 NTS 03 TYPE 'P' AND IS STRUCTURE BOTTOM (FDOT INDEX 200 7 7 SCALE: N.T.S. NOTICE TO DRAWING HOLDER IESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR DO NOT SCALE I PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER DOCUMENTS, Th!-. THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO CLARIFICATIONS USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED REFERRED TO V )F THIS PROJECT OR ON ANY OTHER PROJECT, ANY REUSE OF THIS THE OWNER Foe. JT VVRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL ON EXTENSION DRAWING, WITH' -.,RAS SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD BE AT THE REU'' `mYS EES ARISING OU7AGINEER FROM ALL T OF OR RESULTS, DAMAGES, ING TH RESULTING SSES ERAND EXPENSES, HARMLESS THE oars I InWG ATS 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REVISIONS N0. DATE 1. 06-11-C BY DESCRIPTION MDS RESPONSE TO SJRWMD RAI DATED 05-06-09 DRAWING INFORMATION FILENAME: GEORGE ST. DITCH SCALE: 1"= 10' SURVEYED BY: HSBS DSGN:FTW DATE: 04-17--09 DRWN: MDS DATE: 06-11-09 CHKD: LGM DATE: 06-15-09 QAIQC: FTW DATE: 06-15-09 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 BASE NEW HOT PATCH ASPHALT TO BE SAME TYPE OF MATERIAL AS EXISTED AT THE TIME OF REMOVAL. EXISTING SURFACE AND BASE TO BE CUT WITH CONCRETE SAW. TRENCH WALL UNDISTURBED EARTH MAX MAX NOTES: REPLACEMENT BASE MATERIAL SHALL BE 3000 PSI HIGH EARLY STRENGTH CONCRETE. BACKFILL TRENCH WITH SUITABLE MATERIAL AND TAMP MATERIAL IN LAYERS NOT TO EXCEED 6" IN ACCORDANCE W/ THE SPECIFICATIONS. (95% MAX. PER. AASHTO T-180). THE CONTRACTOR SHALL PROMPTLY FILL OPEN -CUT TO ALLOW TRAFFIC TO PASS FREELY AND SAFELY. IF PERMANENT RESTORATION IS TO BE DEFERRED. THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY CONDITION TO THE ORANGE COUNTY ENGINEERING DEPARTMENT SATISFACTION. 02 ASPHALT ROADWAY OPEN CUT DETAIL CD -1 SCALE: N.T.S. PAVED AREAS MISCELLANEOUS DETAILS GEORGE STREET DITCH SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA FRANK T. WATANABE, P.E. FL. REG. NO. 66735 WORKING NUMBER: N .07000.001 SHEET NUMBER: CD -1