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Home My WebLink About2003 Barber Street Sports Complex As Built Plans Parking and Picnic Pavilion (Box 12 #21)MAYOR AND CITY COUNCIL WALTER W. BARNES Mayor JAMES HILL Vice Mayor~-� JOE BARCZYK 1 Council Member RAY CONIGLIO Council Member t �. EDWARD J. MAJCHER, JR. Council Member a t r_,..,.., .. e �ZZiL) --�. CIT. G1 G2 C1 C2 CD1 COVER SHEET GENERAL NOTES EXISTING TOPOGRAPHIC SURVEY OVERALL SITE PLAN CIVIL DETAILS 4 i gg 5 M:\021226.01 WN.01253.001 Barber Street Parking Facility\DWG\As—Bunts\Images\City of SebostionBW,jpg+' R � 6 ADMINISTRATION TERRENCE MOORE CITY MANAGER TERRY HILL Public Works Director TRACY HASS Growth Management Director DAVID FISHER City Engineer MARK MASON F f lnonce Director SALLY A. MAIO City Clerk GINNY SIEFERD Engineer Technician ?� ?t J J e s } ?J ? 4p ? + J? JJ e RMBM TERRACE to , ?o s 9 a ?p f ,s ,t �P7X oFFT s x r -10 �tl ,J pjj '? J? p 'O ,p 'o 1,041 T" DRNE TRACT C J ? TRACT J li t} f I 4S, '- , ALBATROSS TERRACE �{ !� n! ?O $ Ji `�2 JJ� J 4 Tr9C r p JJ ` ATLAXTUPS-TERRACE , _- ` 44 ,d 'fir J J? , ?e ai ? ?a � , a H J ?J J Al N e Js J zo PROJLCT LOCATION -10 IfICGlhleel-Schaffer, Inc. Professional Engineers 2600 Lake Lucien Drive, Suite 117 i aitiand, Florida 32751-4216 407-647-6623 (fax) 407-539-0575 C 9532 LOCATION MAP "AS -BUILT DRAWINGS" THESE AS -BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE CITY OF SEBASTIAN, AS TO THE r_. LOCATION AND DETAILS OF THE FACILITIES ACTUALLY CONSTRUCTED, THE ENGINEER HAS NOT PROVIDED CONTINUOUS INSPECTION OF CONSTRUCTION NOR MADE a AS -BUILT MEASUREMENTS, BUT HAS OBSERVED THAT THE PROJECT HAS BEEN REASONABLY CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. AS -BUILT INFORMATION PROVIDED BY: CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FLORIDA 32958 (772) 589-5490 1 i i3 � - � � F �•� �''°'' per^ �''- t f F t :. .. N6EV%, SCHAFFeR IfICGlhleel-Schaffer, Inc. Professional Engineers 2600 Lake Lucien Drive, Suite 117 i aitiand, Florida 32751-4216 407-647-6623 (fax) 407-539-0575 C 9532 LOCATION MAP "AS -BUILT DRAWINGS" THESE AS -BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE CITY OF SEBASTIAN, AS TO THE r_. LOCATION AND DETAILS OF THE FACILITIES ACTUALLY CONSTRUCTED, THE ENGINEER HAS NOT PROVIDED CONTINUOUS INSPECTION OF CONSTRUCTION NOR MADE a AS -BUILT MEASUREMENTS, BUT HAS OBSERVED THAT THE PROJECT HAS BEEN REASONABLY CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. AS -BUILT INFORMATION PROVIDED BY: CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FLORIDA 32958 (772) 589-5490 1 i i3 � - � � F �•� �''°'' per^ �''- t f F t :. .. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WiTH CITY OF SEBASTIAN CODES AND THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2000. 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 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. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL UTILITIES AND NOTIFY UTILITY OWNERS 72 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 STORM SEWERS, INLETS, AND APPURTENANCES 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, 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. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS AND RiGHT-OF-WAY PERMITS FOR THIS PROJECT AND SHALL COORDINATE ALL ACTIVITIES WITH THE CITY OF SEBASTIAN. 10. 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. 11. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF PIPE, PIPE SiZE. AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRiOR TO INSTALLING MATERIALS. 12, 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. 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 FOR THE CITY OF 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 TO THE SUBDIVISION FROM HORATIO AVE MUST BE MAINTAINED DURING CONSTRUCTION. 16. 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. 17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE RIGHT-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS, 18. COVER OVER ALL PIPE SHALL BE 3'-V. MINIMUM, UNLESS SHOWN OTHERWISE. 19. 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 OWNER IMMEDIATELY. INFORMATION ON THE OBSTRUCTION SHALL BE FURNISHED BY THE CONTRACTOR 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. 20. ELEVATION DATUM IS LOCAL DATUM, 21. 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. ISSUED FOR: DATE: OCD 30% OCD 60% OCD 90% OCD 100% O Pricing OBidding 2 DAL AS -BUILT DRAWINGS ® AS -Built 9/03 1 JMF SJRWMD RAI O Construction GENERAL NOTES (CONTINUED) 22. PiPES SHALL NOT BE DEFLECTED MORE THAN 75 % OF THE MANUFACTURER'S RECOMMENDATIONS. 23. ALL EXISTING AND PROPOSED VALVES SHALL BE OPERATED BY THE CITY OF MAITLAND WATER AND WASTEWATER UTILITY SERVICES PERSONNEL. 24. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER MAIN OR SANITARY FORCE MAIN SHUT -DOWN. 25. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. 26. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING. TAPS AND TESTING EQUIPMENT REQUIRED TO COMPLETE PRESSURE TESTING AS SPECIFIED. THE CONTRACTOR SHALL FURNISH AND INSTALL APPROVED STOPPER FOR DAILY BLOCKING PIPE ENDS. 27. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND HiS WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MiNIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS. IN HIS REQUEST HE SHALL OUTLINE THE FOLLOWING A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING. B. ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS. THE ENGINEER SHALL REVIEW THE SUBMITTAL WITHIN THREE (3) WORKING DAYS AFTER RECEIVING IT AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF HIS REQUEST. iF HIS REQUEST IS REJECTED BY THE ENGINEER, THE CONTRACTOR SHALL RESUBMIT HIS REQUEST MODIFYING IT IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL CONNECTIONS SHALL ONLY BE MADE ON THE AGREED UPON DATE AND TIME, IF THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK iN THE AGREED UPON MANNER, HE SHALL BE REQUIRED TO RESCHEDULE THE SAID CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE SYSTEM. 28. WHERE PROPOSED OR EXISTING FORCE MAINS CROSS EXISTING OR PROPOSED WATER MAINS, THE FORCE MAIN SHALL BE LAID TO PROVIDE A VERTICAL CLEARANCE OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHENEVER POSSIBLE. WHEN 18 INCHES OF CLEARANCE CAN NOT BE MAINTAINED, SUFFICIENT LENGTHS OF D.I.P. WATER MAIN AND DR -14 FORCE MAIN SHALL BE PROVIDED TO PROVIDE A CLEARANCE OF AT LEAST 10 FEET BETWEEN ANY JOINT IN THE FORCE MAIN AND ANY JOINT IN THE WATER MAIN. THERE SHALL BE NO PAYMENT FOR EXTRA FITTINGS REQUIRED TO MAINTAIN PROPER CLEARANCES AND/OR COVER. 29. PIPE RESTRAINING SHALL BE IN ACCORDANCE WITH THE RESTRAINED JOiNT TABLES, EXCEPT WHERE NOTED ON DRAWINGS AT SPECIAL RESTRAINING SITUATIONS. 30. CONTRACTOR SHALL PROVIDE ALL NECESSARY PLUGS AND CAPS REQUIRED FOR ALL UTILITY PIPES TO BE ABANDONED IN PLACE REGARDLESS OF WHETHER PLUGS AND CAPS ARE SHOWN ON DRAWINGS. 31. ALL BURIED UTILITY PIPES TO BE ABANDONED iN PLACE SHALL BE CUT AND PLUGGED AND FILLED WiTH GROUT. 32. 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. 33. 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. 34. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA REGISTERED LAND SURVEYOR AFTER CONSTRUCTION. 35. ALL PVC WATER MAIN PIPE SHALL CONFORM TO AWWA C-900 DR18. 36. CONTRACTOR IS RESPONSIBLE. FOR COORDINATING RELOCATION OF FLORIDA POUTER DISTRIBUTION POLES PER PLANS. RELOCATION PROCESS MUST BE INCLUDED IN CONTRACTOR CONSTRUCTION SCHEDULE. DESIGNED RC DATE 1/03 DRAWN DL DATE 1/03 9/03 CHECKED RC DATE 1/03 4/03 APPROVED RC DATE 1/03 VSNEEL SCHAfFER WCGINeel-Schaffer, Inc. Professional Engineers 2600 Lake Lucien Drive, Suite 117 Maitland, Florida 327514216 407-647-6623 (fax) 407-539-0575 www.wcgl.com r`AQ5it9 MAINTENANCE OF TRAFFIC, 1. 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 TOWN OF LADY LAKE 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. THE COST OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE OF TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 999-1. 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 PLACEMENT AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE FDOT STANDARD SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED 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, CITY OF SEBASTIAN SEBASTIAN, FLORIDA 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 DEVELOPMENT 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 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. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY 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. UTILITIES ENCOUNTERED EXISTING UTILITIES NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL ABOVE GROUND AND UNDERGROUND UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL CALL SUNSHINE 48 HOURS BEFORE DIGGING (800) 432-4770 "AS -BUILT DRAWINGS" THESE AS -BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE CITY OF SEBASTIAN, AS TO THE LOCATION AND DETAILS OF THE FACILITIES ACTUALLY CONSTRUCTED, THE ENGINEER HAS NOT PROVIDED CONTINUOUS INSPECTION OF CONSTRUCTION NOR MADE AS -BUILT MEASUREMENTS, BUT HAS OBSERVED THAT THE PROJECT HAS BEEN REASONABLY CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. BSSC IMPROVEMENTS PARKING & PICNIC PAVILION GENERAL NOTES AS -BUILT INFORMATION PROVIDED BY: CITY OF SEBASTIAN 1225 MAiN STREET SEBASTIAN, FLORIDA 32958 (772) 589-5490 / SEAL SHEET NO. NTS RICHARD CAMPANALE. P.E. •,n V A�.r G2 JOB NO. WN.01253.001 Benchmark: Top Of Pk Nail Elev,- 19.31' Ngvd 19. i 12"x36' Cmp Inv.- 1£.91' Bloch: 264 15"x38' Cm p Inv.= 15.97 18.81 /oa { OGe goo X17$8 A X19,02 o� _ � \ \X19.04 IP 'oU a0 \ 0 19.81 Block 269 Certified To: CITY OF SEBASTIAN HOUSTON & PRICE, INC. Professional Land. Surveying --Certificate No. LB6905 9436 U. S. Highway 1 Sebastian, Florida 32958 Tel. (561)388-8693 Fax. (561)388-.8604 =:1 �1 19.20 1915 Benchmark: ' Top Of Nail Fd NaB Elev.- 19,56' Ngvd 18.88 19.5 19.0411101 / X22.05 eoend & Abbreviations: {symbols not scaleable for size PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE CA - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST IN - DELTA ANGLE - WELL C - CHORD ° - HYDRANT T - TANGENT - GATE VALVE C.B. - CHORD BEARING - IRRIGATION VALVE INV. - INVERT ® - WATER METER ELEV. - ELEVATION (S - SANITARY MANHOLE - PERMANENT CONTROL POINT (PCP) - SANITARY SERVICE - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK <t - IRON PIPE (IP) QD - DRAINAGE MANHOLE :- - IRON ROD & CAP (IRC) ® - CURB INLET - CONCRETE MONUMENT (CM) is - SURFACE INLET FD - FOUND - CONCEPTUAL DRAINAGE OHE - OVERHEAD ELECTRIC LINES ->,- - STREET SIGN R/W - RIGHT OF WAY x00.00' - EXISTING ELEVATION Block 268 XX20. 19.67 a4 19.7x\ �Q .774 o. 3or <N j' DO o 19.91 h� 19.93 20,04X X19.± North GRAPHIC SCALE 30 0 15 30 60 { IN FEET } 1 inch = 30 ft. 120 FOR INFORMATIONAL PURPOSES ONLY "AS -BUILT DRAWINGS" THESE AS -BUILT DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE CITY OF SEBASTIAN, AS TO THE LOCATION AND DETAILS OF THE FACILITIES ACTUALLY CONSTRUCTED, THE ENGINEER HAS NOT PROVIDED CONTINUOUS INSPECTION OF CONSTRUCTION NOR MADE AS -BUILT MEASUREMENTS, BUT HAS OBSERVED THAT THE PROJECT HAS BEEN REASONABLY CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. A c r e a a e Tab 4 e: AS -BUILT INFORMATION PROVIDED BY: Tract "E" Area = 2.09 Acres± CITY OF SEBASTIAN Wetland Area = -0,05 Acres± 1225 MAIN STREET Net Area - 2.04 Acres± SEBASTIAN, FLORIDA 32958 (772) 589-5490 Legal Description: TRACT "E", SEBASTIAN HIGHLANDS UNIT 10, ACCORDING TO Tract E , Block 2/U \ 20.05 OFETHEDI APUBLIC E ECORDS 0 NDDIAN RIVER COUNTYDn^V, FLORIDA. �A.7I 52 X21,OVOCn } 0 20.0 �58 X22.19 4j6 d N� 20.25 19.88 si .. -r--- Bench mark: _ 19.99X Top Of Nail ,5(18.85 Elev.- 2(7.25' Ngvd Report of Survey: X20.54 TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC .:-Wetlands 9.56Z �Q• 20,15 (As Flagged By Others) 21.35 IQs 0.05 Acres 20.25X 19:41 ,.. .: - _ `� x20.89 \ 2 .o3x F Block, 271 THIS SURVEY PERFORMED BY: g'22 APPROXIMATE LOCATION \ oo HOUSTON & PRICE, INC. L.B. #6905 18.62.:: 8.58 OF TEST BORING QN 9436 U.S. HIGHWAY 1 -.41 a"° SEBASTIAN, FLORIDA ?.48 % 32958 X20.90 X20.61 x21.46 20.28 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: 'pQ. \ ,•� 20,50 20.62X STUART A. HOUSTON, P.L.S. #I4490 o p Fd Ire,,20,34 1 (No'l, rL 19,7 THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM 1i i a' `= TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM 0 x16.176 x21.65 i \ �. RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT �s �i9 X21.30 O , IN 7,500, THE MEASUREMENT AND CALCULATION OF A CLOSED O, x21'15 ,xz1�.33 '' q GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY �\ x21,10 rq>-' %; REQUIREMENT, o `�\ THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CONTAINED IN 61G17-6, FAC. \ X19.31 ,X2i,07 *ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED 1N FEET AND DECIMAL PARTS THEREOF. CV \ X21.27 i f'' ` Lot 27 = THE LAST DATE OF FIELD WORK WAS: 7/15/02 0' \ Block 270 THE BEARING BASE FOR THIS SURVEY IS: S34'20'20"E. ASSUMED ALONG THE CA OF PERSIAN LANE, PER THE PLAT, AND SHOWN THEREON. THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS. x20.90-/ chi ` \ ,� \ EXCEPT AS SHOWN, %P' NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT -OF --WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN, \ X19.56,,', ti��/6 J P> l\ \ * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. Y \ 6 Lot 1 \°.p o•.\ Lot 26 >rd cV Gr;. UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES j39 \ n", ';� \ Block 270 - Block 270 �� rl_ \ f- ARE THE SAME. X19,04 o \ \ LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. --- 20.21 19.91 \ `• 090 \ UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. -'. '� THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: "X" \ 007\\ \ PER FLOOD INSURANCE RATE MAP # 12061CO078 E, DATED MAY 4th., 1989 r \ \ * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC Lot 2 \ \\ _ Lot 25 VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARKS ARE AS SHOWN, Block, 270 \\ Block 270 TYPE: Boundory & Topographic Survey REWSIONS PLAT OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE t SCALE SHEET N0. PROJECT# 02--278 SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER AS SHOWN DATE: 7/24/02 F8. PG. °0 NAMED BELOW. C1DRAWN BY: P.R.B. 4 a I c 1 1 FOR INFORMATIONAL I SOB N0' CHECKED BY: S.A.H. PURPOSES ONLY WN.01253.001 °F - SCALE: I"= 30' SHEET.• 1 Of 1 NO. DATE DESCRIPTION BY Tract "E", Block 270 STUART A. HOUSTON, P.L.S. # 449��