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HomeMy Public PortalAbout11-8 Large PlanO \ / tl. II 8 FOLM I.R. 5' EAST L 0 T I I DR /FTW00D LANDING $° PA VED 180.25' tCENTERLINE OF 40' EASEMENT 20.0' 20.0' L 0 T 2 �W e-cauIMJ Apo` w / C) CL BENCH MARK TOP OF NAIL & WASI U I ELEVATION +4.50 o `I-FO" NAIL & WASHER (NO NUMBER) 0 N b N LEGEND.• = CENTERLINE CONC. = CONCRETE I.R. = 518" IRON ROD WITH CAP #LB 353 N.D. = NAIL & DISK #LB 353 +4.50 = ELEVA TION BASED ON NA TIONAL GEODETIC VERTICAL DA TUM 1929. SOURCE. FLORIDA GEOLOGICAL SURVEY BENCH MARK 13-35" FLOOD ZONE.-A5 (EL 7) W.M. = WATER METER © COPYRIGHT 2011 0 BRIEN, SUITER & 0 BRIEN, INC. r,lPmgmm rtfaslGeneraf CADD MnxA92- 163.gxd — 0311.412011 — 01 :37 PM — Scafe 1: 240.0000 PA UL D. ENG4t NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. BRICK M w BRICK Q v 48.0' *21101k PORCH N W.M.O PLANTER w FLOOR x�� x�^� (� CO/,/C A/C PAD +6.82 29.1' I Q _ m L O T S Q O 1 STORY RESIDENCE G� FLOOR +6.79 Q ; o � �t� I % I r a s. , 48.0' 13.3' 36" TREE I BRICK COVERED 20.3' +4.9 coNC. BRICK Y v_ CANVAS [—COVERED5 ' �o xh� 82.2' x C° C 0 N C +4.9 DESCRIPTION: ' �0 LOT 8, DRIFTWOOD LANDING, ACCORDING TO THE PLAT THEREOF, P A V E o ro � cr AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232, OF THE g m I PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. Q BRICK s s L o 9� h� hr, s6° — xh� EAUSEAEWT 149.75' Fouw ND FOM I.R. PA VED _ _ _ _ - - PA VED ------------ MAP OF BOUNDARY ':3L#?VEY L PEL /CA N L A NE I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5d --17, FLORIDA POLE WITH ANCHOR OVERHEAD UTILITY LlIS ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES © COPYRIGHT 2011 0 BRIEN, SUITER & 0 BRIEN, INC. r,lPmgmm rtfaslGeneraf CADD MnxA92- 163.gxd — 0311.412011 — 01 :37 PM — Scafe 1: 240.0000 PA UL D. ENG4t NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. C C T C, T " tAxMtN I 4'W X 3'D X 101 EXFILTRATION TRENCH #1 1 24 NYLOPLAST WITH 8" PERF. ADS N -12 PIPE DRAIN BASIN TOP OF TRENCH 0 5.00 1 W /BAFFLE i PIPE INVERT 0 3.00 1 GRATE 0 GRADE 1 � 1 1 - I � 1 8" HDPE I � X X BASIN #2 Ix A A .. -7 - � PELICAN LANE BROWN RESIDENCE 2 DRIFTWOOD LANDING ROAD GULFSTREAM, FLORIDA STORMWATER MANAGEMENT CALCULATIONS SITE PLAN DATA Total Lot Area = 21,183 sq.ft. ± Basin #1 Area = 2,512 sq.ft. ± Basin #1 Impervious Area (building, drive, walkways, terraces) = 1,167 sq.ft. ± Pervious Area = 1,345 sq.ft. ± Basin #2 Area = 2,255 sq.ft. ± Basin #2 Impervious Area (building, drive, walkways, terraces) = 737 sq.ft. ± Pervious Area = 1,518 sq.ft. ± BASIN #1 ESTIMATED RUNOFF VOLUME Impervious Runoff Volume: V x 1,167 sq.ft. x 1 ft. /12 in. = 98 cu.ft. Pervious Runoff Volume: 0.4" x 1,345 sq.ft. x 1 ft. /12 in. = 45 cu.ft. Total Volume to be Retained = 143 cu.ft. BASIN #2 ESTIMATED RUNOFF VOLUME Impervious Runoff Volume: V x 737 sq.ft. x 1 ft. /12 in. = 62 cu.ft. Pervious Runoff Volume: 0.4" x 1,518 sq.ft. x 1 ft. /12 in. = 51 cu.ft. Total Volume to be Retained = 113 cu.ft. EXFILTRATION TRENCH CALCULATIONS (SFWMD ANALYSIS) EXFILTRATION TRENCH #1 L = Total Length of Trench Provided = 10 ft W = Trench Width = 4 ft K = Hydraulic Conductivity = 0.0005 cfs /sq.ft. per ft. of head H2 = Depth to Water Table = 2.00 ft DU = Non - Saturated Trench Depth = 2.00 ft DS = Saturated Trench Depth = 1.00 ft V = Volume Treated = 331 cu.ft. EXFILTRATION TRENCH #2 L = Total Length of Trench Provided = 100 ft W = Trench Width = 4 ft K = Hydraulic Conductivity = 0.0005 cfs / sq.ft. per ft. of head H2 = Depth to Water Table = 2.00 ft DU = Non - Saturated Trench Depth = 2.00 ft DS = Saturated Trench Depth = 1.00 ft V = Volume Treated = 331 cu.ft. CONCF.PTT T AT, r R A DINrT /TAR A TN A CIF P W GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. /! LOCATION a 1 =r 1 40 A P i R Off_ f 3 " SST a _F S s dapu N T R C't` XTn EXISTING ELEVATIONS PER X�l O'BRIEN, SUITER, AND O'BRIEN. 4-- FLOW DIRECTION 1 -8 ® AREA DRAIN 24" NYLOPLAST DRAIN BASIN W /BAFFLE TRAFFIC BEARING TRENCH DRAIN STORM DRAINAGE PIPE ZOM J#W* &""I on Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9863 Fx: (561) 471 -5075 Civil /Environmental /A riculturaI Engineering lVater Resources /�nd Development Groundwater /Hydyr eology Wetland /Upland Habitat PrE�reg Permittingg/Management Golf ( ourse Renoi ation/Construct7on Douglas G. Winter Florida P.E. *35658 BRIDGES MARSHI ASSOCIATES, INC. CHARTERED ARCHITECTS Eighteen Via Mizne- Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 ADDITIONS /RENOVATION TO BROWN RESIDENCE O GULF STREAM, FLORIDA O Z C2 O i[oIc ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ N CONJUNCTION WITH EACH OTHER. THESE NOWDE. BUT ARE NOT LIMITED TO- ARCHITECTURAL SURVEYING, STRUCTURAL. CNL MECHANCAL ELECTRCCAL. SPECIALTY DRAWINGS. AND WRITTEN SPEC - IMICATIONS. CONTRACTOR TO VERIFY ALL DUSTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMrNCNG WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANC&S. ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT 15 NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. w 1 "= 10' -0" Q v z w HC:T3 03/01/11 Q n Q M.M :L C 1 Z a F- z v ADDITIONS /RENOVATION TO BROWN RESIDENCE O GULF STREAM, FLORIDA O Z C2 O i[oIc ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ N CONJUNCTION WITH EACH OTHER. THESE NOWDE. BUT ARE NOT LIMITED TO- ARCHITECTURAL SURVEYING, STRUCTURAL. CNL MECHANCAL ELECTRCCAL. SPECIALTY DRAWINGS. AND WRITTEN SPEC - IMICATIONS. CONTRACTOR TO VERIFY ALL DUSTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMrNCNG WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANC&S. ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT 15 NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. w 1 "= 10' -0" Q v z w HC:T3 03/01/11 Q n Q M.M :L C 1 GENERAL SPECIFICATIONS /NOTES 1. The contractor shall check all drawings furnished Immediately upon their receipt and shall promptly notify the engineer, Doug Winter Companies, Inc. In writing of any discrepancies. Anything shown on the drawings and not mentioned In the specifications or mentioned In the specifications and not shown on the drawings, shall be of like effect as If shown or mentioned In both. 2. Figure marked on drawings shall, In general, be followed in preference to scale measurements. Large scale drawings shalt In general, govern small scale drawing. The contractor shalt compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby. When dimensions on the drawings are affected by the type of equipment selected, the contractor shall adjust such dimensions as conditions may require. 3. If the contractor, In the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any error or omissions In the drawings or In the layout as given by points and Instructions, or discovers unforeseen underground or aboveground conditions or any other unexpected conditions requiring additional work by the contractor, It shall be his duty to Immediately Inform the engineer, In writing, and the engineer shall promptly check the accuracy of the Information. Any work done after such discovery, until any necessary changes are authorized, will be done at the contractor's risk. 4, If any part of the contractor's work depends, for proper execution or results, upon the work of any other contractor, the contractor shalt Inspect and measure work already in place and shall at once report to the engineer any discrepancies between the executed work and the drawings. 5. The engineer or his authorized representative shall have free access to the work of the contractor at any time for purpose of inspection. The contractor shall furnish the facilities to determine, as best as can reasonably be done, the nature and quality of the work performed. Such assistance of the contractor shall, if necessary, Include the uncovering, testing or removal of portions of finished work. 6. Debris Removal) All debris shalt be removed from the area and legally disposed. Debris may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of as directed by the owner or his representatives. 7. The contractor shall be responsible for protecting all buildings, structures, and utilities that are underground, above ground, or on the surface against construction operations that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The contractor shall, by repair or replacement, return to equal or better condition, alt pavement, sidewalk, lawns, utilities, and other Items damaged by this construction activity, 8. The contractor shall be responsible for obtaining all required tests and shall submit reports by an Independent testing laboratory approved by the engineer. Should any tests fall to meet specification as shown herein, the contractor shall at his expense correct all deficient work and submit laboratory test results showing compliance with these specificatlons. 9. All work shall be performed in a workman like manner and shall conform with all applicable City, County, State and Federal regulations and /or Codes. The contractor shalt obtain all permits and licenses required to begin work, 10. The contractor shall visually examine the construction site to determine the amount of clearing and existing facilities to be replaced, removed and /or relocated which may be required In order to complete the work. 11. The contractor shall give the engineer 48 hours notice prior to requesting required inspections and shall supply at( equipment necessary to properly test and Inspect the completed work. 12. The contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which all faulty construction and /or materials shall be corrected at the contractor's expense. 13, All work shall be accomplished in a safe and workmanlike manner. The contractor shall comply with all applicable laws and regulations of any public and /or private body having ,jurisdiction for the safety of persons or property or to protect them from damage, Injury or lossi and shalt erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Town of Palm Beach and their employees and agents are specifically Indemnified and held harmless from any actions of the contractor relating to the safety procedures Implemented during construction and from any claims brought by any persons regarding safety, personal Injury or property damage. 14. MINIMUM CONSTRUCTI ❑N INSPECTION CHECKPOINTS A. Prior to any major deviation from the approved plans. B. Prior to backfilting of any trenches containing hydraulic conduits, so that ,Jointing may be mutually approved. C. Upon completion of subgrade compacting. D. At the time of delivery of base material, E. Upon completion of the base and prior to priming, F. Immediately prior to and upon the first and second applications of the plant mixed wearing course. G. Upon completion of construction. A final Inspection will be made with project representative. H, 24 Hour notice before Inspection Is needed. 15, All unsuitable material such as muck, marl, and debris shalt be removed from the limits of construction and legally disposed. At the engineer's direction, muck may be stockpiled on the site at designated locations for use In landscaping. 16. Guaranty) All material and equipment to be furnished and /or Installed by the contractor for this project shall be guaranteed for a period of one year from the date of final acceptance thereof, against defective materials, design and workmanship. Upon receipt of notice from the owner of fallure of any part of the guaranteed equipment or materials during the guaranty period, the affected part, parts or materials, shall be replaced promptly with new parts or materials by the contractor, at no expense to the owner. In the event the contractor falls to make the necessary replacement or repairs within seven (7) days after notification by the owner, the owner may accomplish the work at the expense of the contractor. 17. As- buittsl The contractor shall complete 'as- built' Information relative to pipe lengths, materials and any deviation from plans and provide a copy of such to the owner and engineer for final acceptance of the contractor's work, 18. Etevatlonsl Alt elevations refer to N.G.V,D. 1929, EXISTING GROUND NOTE: o �j\ o \ \j \\ /� //< FOR PLACEMENT OF BACKFILL OVER PIPE ' SEE SPECIFICATION U_ ? j \ / \ = PIPE O.D. + 24"---7' I— Q ~ � Q X _1 2 w PROPOSED PIPELINE d II , TRENCH AND 5AkG_rv*1-F_ILL DETAIL SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN INLINE DIRECT RISER INLET IN SYSTEM ALL PEP AP PVC PIPING SHALL PROVIDE A MANNING'S FRICTION FACTOR OF 0.012 OR LESS, (n < 0.012) -\—TEE `90' BEND PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT RISER INLET: TYPICAL IN5T14LLATION N.T.S. BEGINNING OF SYSTEM RISER INLET PEP PIPING, WHERE SPECIFIED, SHALL BE BY ADS OR AN APPROVED EQUIVALENT. ALL FITTINGS /COUPLINGS SHALL BE 'PRO LINK Wr OR 'SERIES 35' NOTE: SDR 35 OR 900 PVC WITH O-RING BELL AND SPIGOT JOINTS ARE ACCEPTABLE EQUIVALENT SYSTEMS 24" NYLOPLA5T DRAIN 8,451N 8" PVC OUTLET EXFILTRATION TRENT DUCTILE IRON H -25 RATED GRATE DIA. CORRUGATED IMINUM SHEET (4) 1" DIA. WEEP HOLES IN EACH QUADRANT OF BOTTOM OF DRAIN BASIN (TYP.) F" DIA. ROCK WRAPPED WITH FILTER FABRIC 24" DUCTILE IRON CRATE J a C) `r STANDARD o APPROX. DRAIN AREA = 194.60 SQ.IN. APPROX. WEIGHT WITH FRAME = 124.00 LBS. STANDARD GRATE HAS H -25 HEAVY DUTY RATING SOLID COVER HAS H -25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H -10 MEDIUM DUTY RATING QUALITY. MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 MATERIAL: DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE /COVER NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET TYPICAL EXFILTRATION TRENCH 12 INCHES.IBACKFILL UNSATURATED i 6 INCHES PIPE COVER TRENCH DEPTH MINIMUM Du PIPE 12 INCHES PERFORATED MINIMUM PIPE DIAMETER 05 COARSE ROCK MINIMUM) PIPE BED TRENCH WIDTH V L= K(H2W + 2F6 �, — �2 + 2Fh Il ) + (139x10 4 )WIC L = LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE — INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FAT. — FT.HEAD) H2 = DEPTH TO WATER TABLE (FEET) Du = NON— SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) 5.0' I STANDARD (H -20) RATED DRAIN AREA = 62.7 SO. INCH HINGED GRATE COVER FOR EASY ACCESS LLLLLLLLL LLLLLLL LLLLLLLLLLLL L LLLLLLLLLL LLLEI LLLLL LLLLLLLLLLLLLL L LLLLLLLLLLL LLLLLLLLLL LLLLLLLLLL PEDESTRIAN (H -10) RATED SOLID GRATE DRAINAREA = 51.0 SQ. INCH 10' DUCTILE IRON GRATE 0 STANDARD DRAIN AREA = 29.7 SQ. INCH SOLID DOMED CW= AM RACED FM Uait VIM LM PAM PMT: CASINGS ARE Rome V IH EEACI: PANT MATERIAL- CAST IRON 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED NTH A BLACK PAINT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL AREA DRAIN DETAIL ii`��t� i���va,,;� ,�`j cam, � 4,4 ?rat. t� : ' I � � � 4� I Iz VAII ? OF t ;t S 1; tEARA. 'FILE Z04 I#k* &Rp", sm Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9863 Fx: (561) 471 -5075 Civil /Environmental /A iculturalEngineering Water Resources/nd Development Groundwater /Hydrogeology Wetland /Upland Habitat Pro' ct Permitfing /Management Golf Course Renovation /Constructjon Douglas G. Winter Florida P.E. *35658 BRIDGES MARSH ASSOCIATES, INC. CHARTERED ARCHITECTS Eighteen Via Mizner Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 z a z ADDITIONS /RENOVATION TO BROWN RESIDENCE CD GULF STREAM, FLORIDA �'I z Q 0 ■ u NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ N CONJUNCTION WITH EACH OTHER. THESE INCLUDE. BUT ARE NOT LIMITED TO- ARCHITECTURAL. SURVEYING. STRUCTURAL CNL MECHANICAL ELECTRICAL SPEG4U.TY DRAWINGS. AND WRITTEN 5PEC- IFICATIONS. CONTRACTOR TO VERIFY ALL DUSTING SITE compONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISGREPANGES. ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT 15 NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. w 1"= 10' -0" Q v z w HCT3 � 03/01/11 Q MM v ' \� �� - \? �� �� PLACED _HAND SELECT MATERIAL IN T7 d 6" LIFTS z Z Ew X z LOWER QUADRANT TO BE U w v= o SHAPED TO RECEIVE PIPE BELL Z Q¢ a AND BARREL =) O M- m Z a 1 , EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM M V) JW a X TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO MAXIMUM K Zo w 98% OF DENSITY IN ACCORDANCE WITH AASHTO Xui T -180. DENSITY TESTS SHALL BE TAKEN AT 12" LIFTS Q > EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN z v EASEMENTS. 2. w BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL a OR WASHED AND GRADED LIMEROCK 3/8 " -7/8" SIZING. 3. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. 4 THE PIPE SHALL BE PLACED IN A DRY TRENCH. 5. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, HARDPAN AND DEBRIS. 6. SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UNDER, EXISTING PAVEMENT -OPEN CUT. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN PERMIT /CONTRACT DOCUMENTS. Rr .S• TRENCH AND 5AkG_rv*1-F_ILL DETAIL SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN INLINE DIRECT RISER INLET IN SYSTEM ALL PEP AP PVC PIPING SHALL PROVIDE A MANNING'S FRICTION FACTOR OF 0.012 OR LESS, (n < 0.012) -\—TEE `90' BEND PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT RISER INLET: TYPICAL IN5T14LLATION N.T.S. BEGINNING OF SYSTEM RISER INLET PEP PIPING, WHERE SPECIFIED, SHALL BE BY ADS OR AN APPROVED EQUIVALENT. ALL FITTINGS /COUPLINGS SHALL BE 'PRO LINK Wr OR 'SERIES 35' NOTE: SDR 35 OR 900 PVC WITH O-RING BELL AND SPIGOT JOINTS ARE ACCEPTABLE EQUIVALENT SYSTEMS 24" NYLOPLA5T DRAIN 8,451N 8" PVC OUTLET EXFILTRATION TRENT DUCTILE IRON H -25 RATED GRATE DIA. CORRUGATED IMINUM SHEET (4) 1" DIA. WEEP HOLES IN EACH QUADRANT OF BOTTOM OF DRAIN BASIN (TYP.) F" DIA. ROCK WRAPPED WITH FILTER FABRIC 24" DUCTILE IRON CRATE J a C) `r STANDARD o APPROX. DRAIN AREA = 194.60 SQ.IN. APPROX. WEIGHT WITH FRAME = 124.00 LBS. STANDARD GRATE HAS H -25 HEAVY DUTY RATING SOLID COVER HAS H -25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H -10 MEDIUM DUTY RATING QUALITY. MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 MATERIAL: DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATE /COVER NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET TYPICAL EXFILTRATION TRENCH 12 INCHES.IBACKFILL UNSATURATED i 6 INCHES PIPE COVER TRENCH DEPTH MINIMUM Du PIPE 12 INCHES PERFORATED MINIMUM PIPE DIAMETER 05 COARSE ROCK MINIMUM) PIPE BED TRENCH WIDTH V L= K(H2W + 2F6 �, — �2 + 2Fh Il ) + (139x10 4 )WIC L = LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE — INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FAT. — FT.HEAD) H2 = DEPTH TO WATER TABLE (FEET) Du = NON— SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) 5.0' I STANDARD (H -20) RATED DRAIN AREA = 62.7 SO. INCH HINGED GRATE COVER FOR EASY ACCESS LLLLLLLLL LLLLLLL LLLLLLLLLLLL L LLLLLLLLLL LLLEI LLLLL LLLLLLLLLLLLLL L LLLLLLLLLLL LLLLLLLLLL LLLLLLLLLL PEDESTRIAN (H -10) RATED SOLID GRATE DRAINAREA = 51.0 SQ. INCH 10' DUCTILE IRON GRATE 0 STANDARD DRAIN AREA = 29.7 SQ. INCH SOLID DOMED CW= AM RACED FM Uait VIM LM PAM PMT: CASINGS ARE Rome V IH EEACI: PANT MATERIAL- CAST IRON 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED NTH A BLACK PAINT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL AREA DRAIN DETAIL ii`��t� i���va,,;� ,�`j cam, � 4,4 ?rat. t� : ' I � � � 4� I Iz VAII ? OF t ;t S 1; tEARA. 'FILE Z04 I#k* &Rp", sm Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9863 Fx: (561) 471 -5075 Civil /Environmental /A iculturalEngineering Water Resources/nd Development Groundwater /Hydrogeology Wetland /Upland Habitat Pro' ct Permitfing /Management Golf Course Renovation /Constructjon Douglas G. Winter Florida P.E. *35658 BRIDGES MARSH ASSOCIATES, INC. CHARTERED ARCHITECTS Eighteen Via Mizner Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 z a z ADDITIONS /RENOVATION TO BROWN RESIDENCE CD GULF STREAM, FLORIDA �'I z Q 0 ■ u NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ N CONJUNCTION WITH EACH OTHER. THESE INCLUDE. BUT ARE NOT LIMITED TO- ARCHITECTURAL. SURVEYING. STRUCTURAL CNL MECHANICAL ELECTRICAL SPEG4U.TY DRAWINGS. AND WRITTEN 5PEC- IFICATIONS. CONTRACTOR TO VERIFY ALL DUSTING SITE compONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISGREPANGES. ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT 15 NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. w 1"= 10' -0" Q v z w HCT3 � 03/01/11 Q MM v fit I n f' APPROVED SET LOCATION MAP Jkl' 1311 2011 TOYGM OF GULF STREANI, FL SITE TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA '27,668 sq.ft. EFFECTIVE LOT AREA 21,183 sq.ft. F.A.R. CALCULATIONS EXIST. DEMO. NEW NET 1st. FLOOR LIVING 1,769 sq.ft. NA NA 1,769 sq.ft. CEILINGS OF 15' (x2) NA NA NA NA 2nd. FLOOR LIVING NA NA NA NA 3rd. FLOOR LIVING NA NA NA NA 1st. FLOOR COVERED PORCHES 75 sq.ft. NA NA 75 sq.ft. 2nd. FLOOR COVERED PORCHES NA NA NA NA AWNINGS >3' & SCREEN ENCL. ® 50% 146 sq.ft. NA NA 146 sq.ft. GUESTHOUSE 1st FLOOR NA NA 700 sq.ft. 700 sq.ft. GUESTHOUSE 2nd FLOOR NA NA 525 sq.ft. 525 sq.ft. GARAGE NA NA 469 sq.ft. 469 sq.ft. OUT BUILDINGS NA NA NA NA GROSS FLOOR AREA 1,990 sq.ft. NA 1,694 sq.ft. 3,684 sq.ft. TOTAL FLOOR AREA PROPOSED 3,684 sq.ft. PROPOSED < 6,836 ALLOWABLE FIRST 20,000 x .33 6,600 sq.ft. OVER 20,000 x .20 236 sq.ft. TOTAL ALLOWABLE F.A.R. 6,836 sq.ft. TOTAL HARDSCAPE AREA 3,069 sq.ft. REQUIRED LANDSCAPE(40% OF LOT) 8,473 sq.ft. ACTUAL % LANDSCAPED 14,824 sq.ft. 70% SITE TABULATION LEGAL DESCRIPTION LOT 8, DRIFTWOOD LANDING, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. 149.75' SITE PLAN E NORTH 4i$, 201 Lm, FL ■ I ,X ASSOCIATES, INC OTERED ARCHITECTS Eighteen Via Mizner Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 z Q Cn z 0 U F J LLJ a �i ADDITIONS /RENOVATION TO BROWN RESIDENCE 0 GULF STREAM, FLORIDA SITE PLAN z Q 0 0 21108 0 •,[■O ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, AND WRITTEN SPEC- IFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. o ial sl I�Ill LLI Q U z w HCT3 03/29/11 Q ° ° M.M = U Al. 1 I _ I _ O_ I +I _ _O I O ii _ I r _ O i 0) -H a i 21' -8" ' -4" 8' -5" 20' -0" 29' -9" FIRST FLOOR PLAN _ 00 I r N _ O ) to M FLAT CEMENT 20' —Orr SECOND FLOOR PLAN I', MENT POVI ALU FLA' ROOF PLAN -11 -8 aRECE1ViiD,w %wn of Gult Stream, F�i v 0- 1 0A BRIDGES MARSH ge ASSOCIATES, INC. CHARTERED ARCffiTBCTS Eighteen Via Mizneril Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 Z Q J D z O U J Q Lu Ln I ADDITIONS /RENOVATION TO BROWN RESIDENCE CID O 2 DRIFTWOOD LANDING GULF STREAM, FIARIDA PLANS z ROOF PLANS Q 0 O 21108 CD O u.Ull ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, AND WRITTEN SPEC- IFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB, C ICI Ill n 1/4 " =1' -0" Q U V) w z HCT3 03/29/11 Q ° ° M.M do A2.1 L +35' -0" T.O. ROOF �" T.O. BEAM +17' -0" 2ND FLR. FIN. RUN STUCCO MOULDING IMPACT RATED GARAGE DOOR (TYP) PAINTED STUCCO FINISH (TYP.) — STUCCO PILASTER (TYP) +7' -6" FIN FLR _ 0IL+16'-0" T.O. BEAM o,L+7' -6" FY IN FLR 12 41 Full_ ONO _ SOUTH ELEVATION NORTH ELEVATION SOUTH ELEVATIO &0 +35' -0 "_ T.O. ROOF 12 —14 FLAT CEMENT TILE ROOF (TYP.) o,L+24'-6" T.O. BEAM IMPACT RATED FRENCH DOOR (TYP) IMPACT RATED WINDOWS (TYP) POWDER COATED ALUMINUM RAILING (TYP) -+17' -0" 2ND FLR. FIN. RUN STUCCO MOULDING IMPACT RATED WINDOWS (TYP) PAINTED STUCCO FINISH (TYP.) STUCCO SILL (TYP.) STUCCO PILASTER FI N FLR i, +7' -6" FIN FLR IMPACT RATED FRENCH DOOR (TYP) PAINTED STUCCO FINISH IMPACT RATED WINDOW STUCCO SILL EAST ELEVATION 3 WEST ELEVATION A'\+35' -0" _ z HCT3 03/29/11 Q ° _ ° M.M = U MAY 1 201 ` �� IN O GULF STREAMR, M L- +7' -6" T.O. FIN FLR +35' -0" T.O. ROOF FLAT CEMENT TILE ROOF +24' -6" T.O. BEAM IMPACT RATED WINDOWS (TYP.) STUCCO SILL (TYP.) PAINTED STUCCO FINISH POWDER COATED ALUM. RAILING (TYP) OIL+ 2ND FLR. FIN. IMPACT RATED FRENCH DOOR (TYP) STUCCO PILASTER (TYP) EV ED Town of UR � #�eanl SAL BRIDGES MARSH) I& ASSOCIATES, INC �CHARTBRSD ARCffiTBCTS Eighteen Via Mizner Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 z Q J z 0 U ADDITIONS /RENOVATION TO BROWN RESIDENCE 2 DRI WOOD LANDING GULF STREAM, FLORIDA ELEVATIONS z Q 0 0 21108 0 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, AND WRITTEN SPEC- IFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB, IBC CJ ICI l lil i' 1/4 Q U W z HCT3 03/29/11 Q ° ° M.M = U 1 lima, 110 _sf0pli D41 1 00F f=L,4NT L-I�T KEY QTY PL,4NT ,4ND SPECIFICATION BS 1 Bursera simaruba (Gumbo Limbo) A. GRANT 12 -14' ht., 6' spr., full canopy BST 2 Bougainvillea s. 'Purple' (Bouga invi l lea Tree) AND ASSOCIATES 54' ht., 36" spr., full canopy, heavy, tree standard CNR 55 Chrysobalanus icaco (Cocoplum) AND LAND PLANNERS 24" ht., 24" spr., full, 2' o.c. CSP 15 Codiaeum v. 'Sloppy Painter' (Yellow Croton) 132 North Swinton Avenue Q 20" ht., 20" spr., full, 2' o.c. JUN 10 Juniper conferta (Shore Juniper) (561) 276 -5050 D S" ht., 1 &" spr., full, 2' o.c. POL 20 Polypodium/Microsorum scolopendrium (Wart Fern) O 12" ht., 12" spr., full, IS" o.c. STN 1 Strelitzia nicolai (White Bird of Paradise) REPORT TO THE ARCHITECT ENGINEER 6 --l' ht., 5' spr., full clump TAB Tabernaemontana spp. (Pinwheel Jasmine) CONDITIONS THAT WILL ALTER 24" ht., 24" spr., full, 3' o.c. TRJ 4 Trachelospermum jasminoides (Confederate Jasmine) ro-7' ht., full wire, attach to trellis NOTE& All plant material to be Florida I or better. Sod to be 5t. Augustine 'Floratam', contractor to determine quantity. All sod and landscape to receive 100% coverage From automatic irrigation system using approved water source. Contractor responsible For all conditions and landscape specifications attached to this plant list. Plan and specifications shall be considered Contract Documents. Mulch, topsoil, and fertilizer to be applied according to specifications. 5F O IF I Oj4T I ON& NOMENCLATURE: All plant material usod !^ >li be true to name and size in conformity with the Florida Nurserymen's Grades and 5 andards, and", shall be Florida Grade. 11, or better, Plants which do not meet specifications uil) not be accepted. PLANT 1-15T5: Quantities, sizes, and 'ocation of plants will be determined by plan and plant lists. Size of plant shall take precedent o� /er container size. Spacing of ground covers will be determined by plant lists. Quantities shown on plant lists are to be used as a guideline only. Contractor will be responsible for verification of actual quantities called for on plans. Discrepancies should be brought to the attention of the Lanoscape Architect, 5UE35TITUTION5: No substitutions shall be accepted without consent of Landscape Architect. Any intended substitutions shall be Detailed on the bid. PLANTING 501L. Topsoil shall be clean, sterile, and Free of debris or other foreign material. Trees and palms shall be planted with a min. of a" topsoil (50% muck, 50% sand) on sides and bottom of root ball. Rooted cuttings shall be planted in beds with a min. of 4" of topsoil worked into the top (0" of existing soil. FERTILIZER: Palm and Tropical fertilizer (12 -4 -12) or approved equal shall be applied after planting and prior to mulching per manufacturers recommended application rates. MULCH: All trees shall be mulched with 3' of approved shredded mulch in a 3 foot dia. circle. All shrubs and groundcover beds shall be mulched with 3 of approved shredded mulch in beds shogun on plan or in beds 3' wide for hedges. Mulch should be Grade 'A' unless otherwise approved. PLANTING PROCEDURE: All plants shall be planted at soil levels at which they were previously grown. Shrub and hedge material shall be planted a min. 2' away from walls or other obstructions. Material with a mature size greater than any overhangs shall be planted away from overhangs so as not to impede the natural growth habit. 5abal Palms are to be planted directlyy in sand. If necessary, excavate through any compacted building subgrade to undisturbed soil and bar_ with planting soil. WATERING: All plant material shall be watered in thoroughly after installation so as to remove all air pockets. 5$5 material shall be watered every day for a minimum one week period and thereafter so as to keep continually moist until Final acceptance of the landscape installation. Contractor shall notify owner of other watering requirements after installation. GUYING: All trees a' or taller shall be guyed or staked to provide ample support such that the material will stay straight and true through the guarantee period. Methods used will be such that no injury is causecf to plants. Gu ing shall be done at the option of the Contractor unless specifically requested by the Landscape Architct, however, Contractor shall still be responsible For all trees and palms remaining straight and true throughout the guarantee period. 501): Sod shall be dense, green, and well rooted, and free of debris, weeds, objectionable grasses, disease, or injurious insects. A complete; 6 - & -(o fertilizer shall be spread at a rate of 5 lbs. per 1000 sq, ft. Sod shall be watered to a depth of 4" after laying. All areas to be sodded shall be raked smooth and all debris removed prior to installation. GUARANTEE: All plant materials shall be guaranteed for I year after completion of project. Palms are to be guaranteed for I year. �. uarantee applies to health, position, and size. Replacement cost will be carried by Contractor. 1. V 1' .., a. CV4 y4y�� w 3 :1l k° f 11-8 LANDSCAPEE PLAN- Q 0 0 z M 0 BRIDGES MARSH ASSOCIATES, INC. CHARTERED ARCHITECTS Eighteen Via Mizner Palm Beach, Florida 33480 Phone: (561) 832 1533 Fax: (561) 832 1520 1 W A. GRANT LANDSCAPEE PLAN- Q 0 0 z M 0 1 W A. GRANT THORNBROUGH AND ASSOCIATES o LANDSCAPE ARCHITECTS AND LAND PLANNERS z 132 North Swinton Avenue Q Delray Beach, Fl. 33444 -J (561) 276 -5050 D FAX (561) 276 -8777 z O O REPORT TO THE ARCHITECT ENGINEER LANDSCAPEE PLAN- Q 0 0 z M 0 ADDITIONS/RENOVATION TO BROWN RESIDENCE 0 GULF STREAM, FLORIDA W ALL DRAWINGS FOR THIS PROJECT ARE LANDSCAPEE PLAN- Q 0 0 z M 0 NOTE: W ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION MATH EACH OTHER. THESE INCLUDE, BUT o ARE NOT UMITm TO: ARCHITECTURAL, SURVEYING, STRUCTURAL. CIVIL, Al ELECTRICAL, SPECIALTY DRAWINGS, AND WRITTEN SPEC - FICAnONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAMANGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK MD MATERIALS FURNISHED ON THIS JOB. W z NCT3 03/14/11 Q o � T J \o 4.7' 0 S89"59'53 "E o 274.31' (� M.H. _ IANHOLE x W � f-- - ALUM. - ALUMINUM o 0 3 a o p . 3 12' DRAINAGE EASEMENT (PLAT) BLK. - BUCK 0. E. - OVERHEAD ELECTRIC C & G - CURB AND GUTTER J C.B. - CAICH BASIN O/S - BUILDING OFFSET C.M.P. - CORRUGATED METAL PIPE i - Y C.O. - CLEANOUT P.B. - PLAT BOOK o (/)o P.C. - POINT OF CURVATURE CATV. -CAB! E TELEVISION RISER Q m CBS - CONCRETE BLOCK &STUCCO P.I•- POINT OF INTERSECTION Oa W J Q P.O.C.- POINT OF COMMENCEMENT M LU W Z o .0 l o PROP. - PROPOSED 00 L O "' un ELEC. - ELECTRIC R - RADIUS ELEV. - ELEVATION R.R. - RAILROAD ro R/W - RIGHT -OF -WAY EXIST. - EXISTING g.0 F H - FIRE HYDRANT 1 .3' S.B.T.- SOUTHERN BELL TELEPHONE FIN. - FINISHED SAN. - SANITARY FLR. - FLOOR SEC - SECTION CANAL SQ. FT. - SQUARE FEET G.V. - GATE VALVE T.O.B. - TOP OF BANK I.P. - IRON PIPE I.R. /CAP -- IRON ROD & CAP T.V. - TELEVISION INT - INTERSECTION TWP. - TOWNSHIP INV. - INVERT U. E. - UTILITY EASEMENT L.P. - LIC-IT POLE W.M. - WATER METER A - DELTA (CENTRAL ANGLE) CHATT.- CHATTAHOOCHEE L.W.D.D. -LAKE WORTH NO I.D.- NO IDENTIFACTION DRAINAGE DISTRICT H.A.G. - HIGHEST ADJACENT GRADE Op - STORM MANHOLE L.A.G. - LOWEST ADJACENT GRADE 14.00 EXISTING ELEVATION Q$ - SANITARY MANHOLE Q ti M - WATER VALVE ° o o WOOD Q - NON VEHICULAR ACCESS O SET 5 /8 "IR /CAP LB #3591 3 w �' I.C.V. - IRRIGATION CONTROL VALVE TYP.- TYPICAL i� PILING 7_00 - EXISTING ELEVATION ° CORNER o 80 ri ri (TYP.) � i inch = 20 ft. WITNESS N of °° 0 37.2' o FND. X- CUTOUT IN SEAWALL WOOD DOCK \o 4.7' (54.90-SOUTH) YARD E YARD Qo 10 "CONC. DRAIN DRAIN o YARD jQ) 12 3' POST ELEC N J EL. =5.00 EL. =4.95 H.H. DRAT CONC, v> o� EL. =5.24 SL B d.5' 00 .n C.V. �n w n to r7 M "' ROCK CONC. .•- 43.0' SPA PATH CANTILEVERED STAIRS 6 I I POOL AVER CHIMNEY 6' A o I Q ECK �`' 5.95'5.75' 22.60 S r /ARCHWAY ZTANK 2 2' ao POND co c•N N N fl 29.33 0,7'- 4 ,ri GUESTHOUSE ,� 2 FIN. FLR. =8.05 2.1' - 29.60' 3.5' �r 0' .33' 1.4 0.70 3 3. `� i O SEPTIC i7 TANK co RESIDENCE r� N r7 COVERED 18.33 FIN. FLR. =8.70 ao 2'1 9 9, 3.4 N9.9'oi ' z PA'f10 LOW FLR. =7.46 5.30' 5 A C � _ 0 25.4' CO. o (GARAGE) a� 12.43 6 C 0. 6�PAD I z PAVER TOP OF ROOF TILE ABOVE o STAIRS z q DECK cV FIN. FLR. =30.1 cO w `STEPS TOP OF CHIMNEY ABOVE 12' DRAINAGE 59.93'p�S FIN. FLR. =31.8' BRICK PAVER EASE MENT �I 0 9,-6-3j3' -, .5.95 DRIVE 0 16.55' o to N 34.23 17.33' 41.66' 7.0 r ( 1 -- c`1N .= a `0' � WITNESS CORNER rn 0.33' $N A/C PAD 17.80' oC.O. 0 C.O. S. FND IR \ 62.30'0 NN 12.67' OC. C.O. ` BRICK PAVER `� PlS 4299 /S :v� 3 ^.00' ,� SEPTIC DRIVE oQ (34.64 NORTH) PAD 3 LID O -ju YARD �/ STEPS 03r POOL YARD ERAT RCS � 00 DRAIN DRAIN °� \ 0 EQUIP. PAD o ;� EL. =6.90 EL. =6.95 YARD to O x PAD d DRAIN '� O \ cn c0 CV O N I.C.V. c0`1 ELECTRIC o� � ' 0 El METER 278.23' N STONE RETAINING WALL - ' ARV B 1 q� 4 I.R.M. 20.00' 89'59'5391WV NCHO- R -WOOD o.E. O.E. O.E. O.E. o.�q, FND PK I P.P. h 298.23 o Z IN CUTOUT LOT 11 WITNESS CORNER I z SEPTIC BLDG. LINE FND IR /CAP z / 87.4' TANK DRAIN �? o 353 I / aCO. FIELD ' 20.00' WEST Q BLDG. LINE OCO. I 0 V) / SEPTIC TANK ( / (Y F 57.7' DRAIN I (V FIELD 3 z Q I �-- w0 O WQ i a v I CERTIFIED T0: JAMES AND LAURA TERLIZZI; DICKENSON, REX, & SLOAN, P.A.; ATTORNEY'S TITLE FUND, INC. 0 20 TYPICAL 0 LEGEND NOTES Q o • ' OWEST (� M.H. _ IANHOLE x W � f-- - ALUM. - ALUMINUM o 0 3 a o p . 3 NO. - NUMBER BLK. - BUCK 0. E. - OVERHEAD ELECTRIC C & G - CURB AND GUTTER J C.B. - CAICH BASIN O/S - BUILDING OFFSET C.M.P. - CORRUGATED METAL PIPE i - Y C.O. - CLEANOUT P.B. - PLAT BOOK o (/)o P.C. - POINT OF CURVATURE CATV. -CAB! E TELEVISION RISER Q m CBS - CONCRETE BLOCK &STUCCO P.I•- POINT OF INTERSECTION Oa W J Q P.O.C.- POINT OF COMMENCEMENT M LU W Z o .0 l o PROP. - PROPOSED 00 L O "' un ELEC. - ELECTRIC R - RADIUS ELEV. - ELEVATION R.R. - RAILROAD ESMT. - EASEMENT R/W - RIGHT -OF -WAY EXIST. - EXISTING g.0 F H - FIRE HYDRANT 1 .3' S.B.T.- SOUTHERN BELL TELEPHONE FIN. - FINISHED SAN. - SANITARY (54.90-SOUTH) YARD E YARD Qo 10 "CONC. DRAIN DRAIN o YARD jQ) 12 3' POST ELEC N J EL. =5.00 EL. =4.95 H.H. DRAT CONC, v> o� EL. =5.24 SL B d.5' 00 .n C.V. �n w n to r7 M "' ROCK CONC. .•- 43.0' SPA PATH CANTILEVERED STAIRS 6 I I POOL AVER CHIMNEY 6' A o I Q ECK �`' 5.95'5.75' 22.60 S r /ARCHWAY ZTANK 2 2' ao POND co c•N N N fl 29.33 0,7'- 4 ,ri GUESTHOUSE ,� 2 FIN. FLR. =8.05 2.1' - 29.60' 3.5' �r 0' .33' 1.4 0.70 3 3. `� i O SEPTIC i7 TANK co RESIDENCE r� N r7 COVERED 18.33 FIN. FLR. =8.70 ao 2'1 9 9, 3.4 N9.9'oi ' z PA'f10 LOW FLR. =7.46 5.30' 5 A C � _ 0 25.4' CO. o (GARAGE) a� 12.43 6 C 0. 6�PAD I z PAVER TOP OF ROOF TILE ABOVE o STAIRS z q DECK cV FIN. FLR. =30.1 cO w `STEPS TOP OF CHIMNEY ABOVE 12' DRAINAGE 59.93'p�S FIN. FLR. =31.8' BRICK PAVER EASE MENT �I 0 9,-6-3j3' -, .5.95 DRIVE 0 16.55' o to N 34.23 17.33' 41.66' 7.0 r ( 1 -- c`1N .= a `0' � WITNESS CORNER rn 0.33' $N A/C PAD 17.80' oC.O. 0 C.O. S. FND IR \ 62.30'0 NN 12.67' OC. C.O. ` BRICK PAVER `� PlS 4299 /S :v� 3 ^.00' ,� SEPTIC DRIVE oQ (34.64 NORTH) PAD 3 LID O -ju YARD �/ STEPS 03r POOL YARD ERAT RCS � 00 DRAIN DRAIN °� \ 0 EQUIP. PAD o ;� EL. =6.90 EL. =6.95 YARD to O x PAD d DRAIN '� O \ cn c0 CV O N I.C.V. c0`1 ELECTRIC o� � ' 0 El METER 278.23' N STONE RETAINING WALL - ' ARV B 1 q� 4 I.R.M. 20.00' 89'59'5391WV NCHO- R -WOOD o.E. O.E. O.E. O.E. o.�q, FND PK I P.P. h 298.23 o Z IN CUTOUT LOT 11 WITNESS CORNER I z SEPTIC BLDG. LINE FND IR /CAP z / 87.4' TANK DRAIN �? o 353 I / aCO. FIELD ' 20.00' WEST Q BLDG. LINE OCO. I 0 V) / SEPTIC TANK ( / (Y F 57.7' DRAIN I (V FIELD 3 z Q I �-- w0 O WQ i a v I CERTIFIED T0: JAMES AND LAURA TERLIZZI; DICKENSON, REX, & SLOAN, P.A.; ATTORNEY'S TITLE FUND, INC. 0 20 TYPICAL Q LEGEND NOTES 0 A/C - AIR CONDITIONER • ' OWEST L - ARC LENGTH M.H. _ IANHOLE ASPH. - F,SPHALT MEAS - MEASURED ALUM. - ALUMINUM MON. - MONUMENT L'- o N/T - NAIL & TAB BLDG. BUILDING NO. - NUMBER BLK. - BUCK 0. E. - OVERHEAD ELECTRIC C & G - CURB AND GUTTER 0/L - ON LINE C.B. - CAICH BASIN O/S - BUILDING OFFSET C.M.P. - CORRUGATED METAL PIPE O.R.B. - OFFICIAL RECORD BOOK C.O. - CLEANOUT P.B. - PLAT BOOK CALC. - CALCULATED P.C. - POINT OF CURVATURE CATV. -CAB! E TELEVISION RISER P:C.P.-PERMANENT CONTROL POINT CBS - CONCRETE BLOCK &STUCCO P.I•- POINT OF INTERSECTION CONC. - CONCRETE P.O.B. - POINT OF BEGINNING COR. - CORNER P.O.C.- POINT OF COMMENCEMENT COV. COVERED P.P. - POWER POLE D.E. - DRAINAGE EASEMENT P.R.M. -PERMANENT REFRENCE MONUMENT E.O.P. - FDGE OF PAVEMENT PROP. - PROPOSED E.O.W. - EDGE OF WATER P. T. - POINT OF TANGENCY ELEC. - ELECTRIC R - RADIUS ELEV. - ELEVATION R.R. - RAILROAD ESMT. - EASEMENT R/W - RIGHT -OF -WAY EXIST. - EXISTING RES. - RESIDENTIAL F H - FIRE HYDRANT RGE. - RANGE F.P.L.-FLORIDA POWER & LIGHT S.B.T.- SOUTHERN BELL TELEPHONE FIN. - FINISHED SAN. - SANITARY FLR. - FLOOR SEC - SECTION FND. -FOUND SQ. FT. - SQUARE FEET G.V. - GATE VALVE T.O.B. - TOP OF BANK I.P. - IRON PIPE I.R. /CAP -- IRON ROD & CAP T.V. - TELEVISION INT - INTERSECTION TWP. - TOWNSHIP INV. - INVERT U. E. - UTILITY EASEMENT L.P. - LIC-IT POLE W.M. - WATER METER A - DELTA (CENTRAL ANGLE) CHATT.- CHATTAHOOCHEE L.W.D.D. -LAKE WORTH NO I.D.- NO IDENTIFACTION DRAINAGE DISTRICT H.A.G. - HIGHEST ADJACENT GRADE Op - STORM MANHOLE L.A.G. - LOWEST ADJACENT GRADE 14.00 EXISTING ELEVATION Q$ - SANITARY MANHOLE wv NO I.D. -NO IDENTIFICATION M - WATER VALVE cv 9.5 - PROPOSED ELEVATION M - GATE: VALVE !�� FLOW OF DIRECTION - NON VEHICULAR ACCESS O SET 5 /8 "IR /CAP LB #3591 LINE PER PLAT N /R- DENOTES NOT RADIAL I.C.V. - IRRIGATION CONTROL VALVE TYP.- TYPICAL ARV -AIR RELEASE VALVE - CENTERLINE 7_00 - EXISTING ELEVATION GRAPHIC SCALE • 10 20 40 80 .- I- ( IN FEET ) i inch = 20 ft. NQTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE RECORD PLAT BASED ON THE NORTH LINE OF LOT 12 BEARING S 89' 59' 53" E. 4. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 5. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. FLOOD ZONE: "A5" (EL. 7')-, COMMUNITY PANEL NO. 125109 0001 D; DATE: SEPTEMBER 30, 1982. & PROPERTY ADDRESS: 8 DRIFTWOOD LANDING, GULFSTREAM, FLORIDA 33483. 9. BENCHMARK ORIGIN DESCRIPTION: "P 315" 1.5 KM (0.9 MI) NORTHERLY ALONG STATE HIGHWAY A1A (NORTH OCEAN BOULEVARD) FROM THE INTERSECTION OF STATE HIGHWAY 806 (EAST ATLANTC BOULEVARD) IN DELRAY BEACH, 49.2 M (161.4 FT) NORTH OF THE CENTERLINE Of NORTHEAST 8TH STREET (GEORGE BUSH BOULEVARD), 49.0 M (160.8 FT) SOUTH 01�'_ THE CENTERLINE OF PELICAN LANE, 6.4 M (21.0 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF UTILITY POLE NUMBER 68105688901, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. THE STATION IS A NATIONAL GEODETIC SURVEY BENCHMARK DISK SET IN A CONCRETE POST STAMPED "P 315 1970 ". THE ORIGIN OF THE STATION IS THE U.S. COAST AND GEODETIC SURVEY. ELEVATION = 21.788' (NGVD 1929). 10.THE LOCATION OF ADJACENT SEPTIC TANKS AND DRAINFIELDS SHOWN HEREON WERE EITHER LOCATED BY PHYSICkL.L ABOVE GROUND EVIDENCE AND /OR WITH THE INFORMATION PROVIDED BY THE HOMEOWNER OF THE SUBJECT PROPERTY. THE EXACT UNDERGROUND LIMITS OF THE HEREON STATED SEPTIC TANKS AND DRAINFIELDS CANNOT BE CONFIRMED WITHOUT EXCAVATION. DESCRIPTION: LOT 12, "DRIFTWOOD LANDING ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY; FLORIDA. SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 48,669 SQUARE FEET / 1.12 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON DECEMBER 20, 2006. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEET: THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17 -6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. Q 0 V O U z w ~ U Q U w U L'- o L'-i U m C O L 0p 0 0 0 YLy LL. W Q Q0� Lu z a_ s rr Oz- H O W N Z WQ� C� Jam = r- W �p _1 �OOW W N Z Q o L_ c0 D i� t\ w F U O 0 N r- r-, r- CD Q N O N O - O c0 �� • .- I- N l(0 - z 0 w Fes- z = J O z [D In Q O z O J � o z a zz >_ J � w P= J O O wF- F= W U> 1- UU Q X LL. Y 4 w w J O U) f- U LL- (�O Oxviw W xWH V) 04 J J F- Ww m Q > 00 o m > o m w o o W IL 0 ° z n w w I �a Q Lt_ aw a QaaQ Lr G: NQTES 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO THE RECORD PLAT BASED ON THE NORTH LINE OF LOT 12 BEARING S 89' 59' 53" E. 4. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 5. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. FLOOD ZONE: "A5" (EL. 7')-, COMMUNITY PANEL NO. 125109 0001 D; DATE: SEPTEMBER 30, 1982. & PROPERTY ADDRESS: 8 DRIFTWOOD LANDING, GULFSTREAM, FLORIDA 33483. 9. BENCHMARK ORIGIN DESCRIPTION: "P 315" 1.5 KM (0.9 MI) NORTHERLY ALONG STATE HIGHWAY A1A (NORTH OCEAN BOULEVARD) FROM THE INTERSECTION OF STATE HIGHWAY 806 (EAST ATLANTC BOULEVARD) IN DELRAY BEACH, 49.2 M (161.4 FT) NORTH OF THE CENTERLINE Of NORTHEAST 8TH STREET (GEORGE BUSH BOULEVARD), 49.0 M (160.8 FT) SOUTH 01�'_ THE CENTERLINE OF PELICAN LANE, 6.4 M (21.0 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) EAST OF UTILITY POLE NUMBER 68105688901, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. THE STATION IS A NATIONAL GEODETIC SURVEY BENCHMARK DISK SET IN A CONCRETE POST STAMPED "P 315 1970 ". THE ORIGIN OF THE STATION IS THE U.S. COAST AND GEODETIC SURVEY. ELEVATION = 21.788' (NGVD 1929). 10.THE LOCATION OF ADJACENT SEPTIC TANKS AND DRAINFIELDS SHOWN HEREON WERE EITHER LOCATED BY PHYSICkL.L ABOVE GROUND EVIDENCE AND /OR WITH THE INFORMATION PROVIDED BY THE HOMEOWNER OF THE SUBJECT PROPERTY. THE EXACT UNDERGROUND LIMITS OF THE HEREON STATED SEPTIC TANKS AND DRAINFIELDS CANNOT BE CONFIRMED WITHOUT EXCAVATION. DESCRIPTION: LOT 12, "DRIFTWOOD LANDING ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGES 231 AND 232 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY; FLORIDA. SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 48,669 SQUARE FEET / 1.12 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON DECEMBER 20, 2006. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEET: THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17 -6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. C7 � Q Fq �oQ H w o Q pq DATE 12 /20 06 DRAWN BY CE F.B. PG. ELEC SCALE 1 " =20' JOB # 5221 SHT.NO. OF 1 SHEETS ( O N O z w U z >- w I ° r� r` C U-) Q L a ° o Q I YLy LL. W Q0� Lu z a_ s rr Oz- H O W N Z WQ� C� Jam = W a U T) _1 �OOW W Z Q o L_ o n Q U C7 � Q Fq �oQ H w o Q pq DATE 12 /20 06 DRAWN BY CE F.B. PG. ELEC SCALE 1 " =20' JOB # 5221 SHT.NO. OF 1 SHEETS s- F:e �"•. 0'. IMP -, "� RENDERING y y� ,tt rr �. r Y Y 4 yn �- ,r < . � J, 13r�1K• N! an -fx 3,101