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HomeMy Public PortalAbout02-10 Large PlanBUBBLE -UP GRATE 0 4.00 I 6" PVC INVERT 6 250 I � ! 16" NYLOPLAST DRAIN BASIN WITH BAFFLE GRATE* 5.00 I I I�Q at) 1 IN IZ lu •} 1 EXISTING SEPTIC TO BE I I — ABANDONED PER 64E -ro I SPECIFICATIONS —/ � I I • I � I I I+ I 04 , 5h tu 1 I -J j I 4'W x 3'D x 38'L EXFILTRATI I I TRENCH WITH 8" PEW, PV TOP OF TRENCH a 4 PIPE INVERT a 2.0�I I 10- �1 j Y T _ w _ Wa w DRY RETENTION AREA jj , 5 ' r I - e < • t r LOW PRESSURE LIFT STATION AND ! i FORCE MAIN PER GULFSTREAM I h 1 s6, UTILITY STANDARDS AND r SPECIFICATIONS r _ to , i a f I z, i ! (� 6 h0 T ! EXISTING ONE ! I STORY RESIDENCE A/1 \s„ El 0 a 1911 6" PVC SUTB -OUT EXISTING SEPTIC TO BE FOR ROOF DRAINS ABANDONED PER 64E -6 INVERT 0 3.00 SPECIFICATIONS � I I 1 I ! ! ! I E ! ! ! ! I I ! ! I \ V ! ! i I I � 6" PVC SUTB -OUT 4'W x 3'0 x 38'L EXFILTRATION 8" PVC FOR ROOF DRAINS TRENCH WITH 8" PEW. PVC INVERT - 2.50 INVERT 0 3.00 6! TOP OF TRENCH 0 4.00 I ! PIPE INVERT 10 2.00 ! i h i i I 8" PVC INVERT a 250 8" PYCIINVERT fit 2.501 I I ! I 5255 fi1p 5° 2' L - - - 6" PVc IN RT 6 2.50 — •— .— .— .— .— . —. —.- 550---.---.—.— .--- •--- •--- .— .— .----- •— . - - - - -- -550— — 4 ----------- -. - - -- ,----- .— .— •— .— •— •--- .— •— . - - -• —. -5.50 •°®'` 23 16" NYLOPLAST DRAIN BASIN WITH BAFFLE 16" NYLOPLAST DRAIN GRATE' 5.00 BASIN WITH BAFFLE GRATE- 5.00 'N proposed site grading/drainage plan A, LEGAL DE6CRIFTION LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. NOTE SITE PLAN DEPICTED 18 £BASED ON A SURVEY PREPARED BY O'SRIEN, WITER ® O'SRIEN, INC- JOS NUMBER 91 -2430, DATED NOVEMBER 11, I891. Q Q' 0 F Qi w N w ,3 BUBBLE -UP i GRATE 0 4.00 I I I Q IL Q J Q Q !Q V i1J (- z LOCAL BMYM FIB}. z W Q I— z Q J Q NORTH -�- LOCATION MAF g 3 b1 0s AREA CALCULATIONS ��� SITE AREA 22,125 CO. FT. LL EXISTING AREA CALCULATIONS to EXIST. FIRST FLR A/C 3014 SGL FT. ly`'° EXIST. GARAGE 61l 50. FT. — • — • — 5.50 — • — — PROPOSED ELEVATION CONTOUR TOTAL BUILDING AREA 3.151 50. FT. 11% EXIST. LANDSCAPE AREA 13,320 50. FT, 60.29. EXISTING POOL AND IMPERVIOUS 5054 SQ. FT. 2181/0 SURFACES AREA DRAIN' I TOTAL A REA 22,125 SQ. FT. 100510 ALLOWABLE FLOOR AREA RATIOS C FIRST 20,000 SQ. FT. X .33 6,ro00 SQ FT_ • 1 NEXT 2,125 SQ. FT. X 20 320 SQ. FT. TOTAL ALLOWABLE 6,920 SQ. FT. ■ F'ROP05ED AREA CALCULATIONS L EXIST. FIRST FLR A/C 3,014 SQ. FT. n PROPOSED ENCLOSED AREAS 859 SQ. FT. a EXIST. GARAGE roil SQ. FT. TOTAL BUILDING: AREA 4010 SQ. FT. 20.81%. PROPOSED LANDSCAPE AREA 11.,551 SQ. FT. 54.1916 Q I PROPOSED POOL AND IMPERVIOUS 5,558 SQ. FT. 25.1516 SURFACES TOTAL AREA 22,125 50. FT. 100°x0 LEGEND ��� EXISTING ELEVATION PER ^0 W (1 LL PROJECT REPRESENTATIVES to ly`'° PROPOSED ELEVATION — • — • — 5.50 — • — — PROPOSED ELEVATION CONTOUR h _ FLOW DIRECTION d �r R; EXFILTRATION TRENCH wt Q AREA DRAIN' I STORM PIPING (HOPE OR PVC) (3v1eT1 I (u, 63tr6*,q$ a C Q 16" NYLOPLAST DRAIN BASIN • 1 0 WITH BAFFLE O1 PERCOLATION TEST LOCATION ■ LLI L 2 ROOF DRAIN LOCATION (BY OTHERS) Douglas G. Winter Florida P.E. #35653 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 FIELO LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. Zow &xp", + o Certificate of Authorization #5601 4047 Okeechobee Blvd, Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9563 Fx: (561) 471 -5075 0WYEnvJronmentaU Icuitural EngbwrM Waterliesnurcrs i7Lvelopment Groundwater �¢y 1 ,�Wcttet&and/Upmlgandw ' bbV v GopP�Course RenovaiioC�u nctton i Chad M Gruber Florida P.F. #57466 Q an 00 Q. l— v t u REVISIONS: fa 0 fi ^0 W (1 LL to L 1` d �r r s to s W LLJ 0 0 LO a C Q • 1 0 LIJ C) 0 > 0 ■ LLI L • n C a l !► i < o +, II Ca >_ Q m m LL Q I 0 ^0 W (1 X 1` d C W 0 C Q 0 0 > 0 ■ L CC n C D Qg 0 0 LL 0 C � Q < o +, II Ca >_ Q m m LL Q I Y� eop 616 © 2001 Tho�na M. KtrchhofF ALA, P. A. DATE: APRIL 12,20M ISSUED FOR: DRAWN BY: JJK CHECKED BY: CW'Dw SCALE: C 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 shall in general, govern small scale drawing. The contractor shall 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 shall 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 shall 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, all 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 fail 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 specifications. 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 shall 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 all 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 loss; and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Seacoast Utility Authority 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 CONSTRUCTION INSPECTION CHECKPOINTS A. Prior to any major deviation from the approved plans. B. Prior to backfiiling 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 shall 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 failure 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 fails 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- builts: 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. Elevations: All elevations refer to N.G.V.D. 1929. EXISTING GROUND C) t = Q MQX z I - PIPE O.D. + 24"- 12' 4 12" NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE SEE SPECIFICATION #i TYPICAL EXFILT TION TRENCH BACKFiLL: 12 INCHES 1 13ACKFILL H2 D u UNSATURATED TRENCH DEPTH PLACED SELECT 6 INCHES MINIMUM PIPE COVER 12 INCHES MATERIAL IN 6" LIFTS IsI052 z� o Y wz z o PIPE DIAMETER LOWER QUADRANT TO BE SHAPED TO v v Q PIPE BED RECEIVE PIPE BELL AND BARREL Q dCn :M¢ z � � v o W 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. s STANDARDS. COMPACT TRENCH BACKFILL TO 387o OF MAXIMUM DENSITY IN CD Q W ACCORDANCE WITH AASHTO T -180. DENSITY TESTS SHALL BE TAKEN AT 12" 0 °z LIFTS EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN EASEMENTS. • • � Q Q o 2- BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND s • GRADED LIMEROCK 3/8 " -7/$" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH N AS, MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. o C ° Q 0 r.r 0 C 3- THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4• BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, w LL T} <C MUCK, HARDPAN AND DEBRIS. -1 0 5' SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UNDER EXISTING PAVEMENT -OPEN CUT. 6' THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED iN PERMIT /CONTRACT DOCUMENTS. TRENCH AND CIGFILL DETAIL KT.S TYPICAL EXFILT TION TRENCH BACKFiLL: 12 INCHES 1 13ACKFILL H2 D u UNSATURATED TRENCH DEPTH PIPE 6 INCHES MINIMUM PIPE COVER 12 INCHES PERFORATED IsI052 YI COARSE ROCKJ MINIMUM PIPE DIAMETER D s 12 INCHES MINIMUM PIPE BED L= TRENCH WIDTH V K(H 2 W + 2H2 Du - D 2 + 2H2 Ds,) + (1.39x10 -4 )WDu L = LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE - INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD) H2 = DEPTH TO WATER TABLE (FEET) Du = NON- SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) GRADE VARIES El EV. A ELEV. XFILTRATION TRENCH ENGTH = 76' 12" DIA. --,--" PERFORATED PIPE 4 COARSE ROCK 3/4" COARSE ROCK --2/ WRAPPED IN FILTER FABRIC XFILTI TION TRENCH DETAIL N.rs. ORTHWRN PROPERTY STORM WATER MANAGE3W2T CALCULATIONS L SITE PLAN DATA: Total lot area = 22,125 sq. fL. + (0.51 acres The drainage area is considered to be 0.51 acres (22,125 + sq. & . The drainage area has been evvluated as follows: A) RAPERVIOUS AREAS (Per various plans, CADD & digital piauimeter measurements): ITEM PROPOSED Building roof line /walkways /love 10,168 sq. $_ !Vole: squarefootage has been rounded upward in some instancesfor estimating purposes; assumes drh-way as impervious and -hales roof overhangs, future project aspects. B) PERVIOUS AREAS: TOTAL = (22,125 sq. ft.. - 10,168 sq� 1L.) (1 acre /43,560 sq. fL.) = 0.27 acre 2. TOWN OF GULFSTREAM CRIiERLAfDATA: Retain first i" of rainfall Soil Storage Factor (S) S_ =1.88" assumes: coastal soils compacted soils condition maximum 2` depth to water table 3. EST1MATl D RUNOFF RATE SFWMD Formula: Q = -01S z P+0.8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall =1.00" S_= 1.88" x 017 acres = LOV 0.51 acres Q [1.00" - 02 (1 -00'h = 036" 1.00" + 0.8 (14{1'x} 4. ESTIMATED RUNOFF VOLUME FOR 3 )EAR,1 DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume = 036" x 0.51 acres x ft x 43,560 sg.fL = 667 cu -fir. 12in. acre Existing site contours and recantouring of grades Bear proposed residential construction will "manage" this volume on -site within designated areas of property. If necessary, storm piping /exfiltration trenches will also be used for on -site areas for additional percolation of nmoff volumes. 12" PVC iNL " `ILE 1101 H -20 RATED GRATE INSERT RING 022.0° 1.14° C:lHlCl;: \MEMO■ GRATE 018.0" o STANDARD GRATE f1,1 -20) RATEC> BRAIN AREA = W.1 5a INCH MATERIAL: DITILE IRON 6i4LITY: MATERIAL SHALL Ca fOW TO ASTM A48 -CLASS 305 PANT: CASTINGS AREA FiW51#ED WITH BLACK PAINT NOTE. INLET TO HAVE MIN` 18" SUMP AND DINE 12" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET INLINE DiRECT RiSER INLET IN SYSTEM ALL PEP AND PVC PIPING SHALL PROVIDE A MAANNNG'S FRICTION FACTOR OF 11012 OR LESS, (n < 0.012) SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN ZING OF SYSTEM INLET RIS°72 ---PEP PIPING, WERE SPECIFIED, SHALL BE BY ADS OR AN APPROVED EQUIVALENT. ALL FiTiNGS /€ WPUNGS SHALL BE 'PRO LINK WI. OR 'SERIES 35' NOTE: MR 35 OR 900 PVC WIT14 O -RING BELL AND SPIGOT JOINTS ARE ACCEPTABLE EQUIVALENT SYSTEMS BENb PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT ICI &E INLET: T'T'FICP4L iN,5T,4LLATI0N N.T.S. 12" CAST IRON GRATE 5:0" I STANDARD (H -20) RATED DRAIN AREA = 62.7 SQ. INCH HINGED GRATE COVER FOR EASY ACCESS n M M Mom LLLLLLLLL ® LLLLLLLLLL ® LLLLLLLLLL LLLLLLLLL 0 o LLLLLLIILL ® LLLLLLLLLL ®'�-, LLLLLLLLLL a o LLLLLLLLL - LLLLLLLLL PEDESTRIAN (H -10) RATED SOLID MATE DRAINAREA = 51.0 SQ. INCH 10- DUCTILE IRON GRATf STANDARD DRAIN AREA = 29♦7 SQ. INCH SOLID DOMED CkSM ARE RAID M UGHT +MMrt. I= TITc amm MAM&Siva c ism m Asir M - cuss M PANT: CAS M AE R MID WM BM PANT MATERIAL: CAST IRON QUALITY, MATERIAL S'IiALL CONFORM TO ASIM A48 - CLASS 308 PAINT: CASTINGS ARE FURNISHED 'MTH A Bi-ACK PAINT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL 1 IN 1 Douglas G. Winter Florida P.E. X35658 % 4 Z �M • "t i M1U`i f ir.' r, R IsI052 C 48 HOURS BEFORE DIGGING CALF TOLL_ FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERCROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph (561) 471 -9863 Fx: (561) 471 -5075 Ciw YEnvfronnvnt&VA vra1 &W&e&W Water ResourcesDevelopmevt GmundwateMIN r ��cWcte f�aa t Golf Cnurse Renova n/Consiruion t/? r- Cv REVISIONS: .r Z �M • UJ 0 0 U C s r s. 113 4 s a UJ 0 0 • • C 0 i r s • s N o C ° Q 0 r.r 0 C ,r copyright c J01 Thomas M. Kirchhoff AIA, P. A. DATE. APRIL 15, 2002 ISSUED FOR: DRAWN BY: JJK CHECKED BY: CG /DW SCALE: C1.2 Z UJ 0 0 U C ii 113 4 UJ 0 0 C 0 0 > 0 • N o C ° Q 0 0 o IL 0 C � Q 0 >- z GI w LL T} <C O � -1 0 ,r copyright c J01 Thomas M. Kirchhoff AIA, P. A. DATE. APRIL 15, 2002 ISSUED FOR: DRAWN BY: JJK CHECKED BY: CG /DW SCALE: C1.2 LOCATOR MAP l n t.s. � OLD SCHOOL ROAD Im I'I • I BANYAN ROAD LAKEVIEW ROAD w W � 5,054 SQ. FT. QC t- Q 10090 U- 4 lu 4,912 SQ. FT. 24% 5,530 SQ. FT. GAIL K. BENNETT � O PROJECT SITE AREA CALCULATIONS SITE AREA (.51 ACRE) 22,125 SQ. FT. PROPOSED AREA CALCULATIONS UNCHANGED EXISTING FIRST FLOOR AREA 3151 SQ. FT. PROPOSED FIRST FLOOR LIVING AREA ADDITIONS 1442 SQ. FT. PROPOSED COVERED REAR LOGGIA ADDITION = IS I SQ. FT. PROPOSED COVERED FRONT ENTRY ADDITION = 19 SQ. FT. PROPOSED NEW CABANA SHELTER = 64 SQ. FT. TOTAL PROPOSED BUILDING AsZEA 5,533 SQ. FE" _215F. TOTAL PROPOSED NEW STRUCTURES OR ADDITIONS = 1182 of EXIST. LANDSCAPE AREA EXISTING POOL AND IMPERVIOUS SURFACES TOTAL AREAS PROPOSED LANDSCAPE AREA PROPOSED POOL AND IMPERVIOUS SURFACES PROPOSED BUILDING AREA TOTAL AREAS ALLOWABLE FLOOR AREA RATIOS FIRST 20000 SQ. FT: X 33 NEXT 2,125 SQ. FT. X,20 TOTAL ALLOWABLE 13,320 SQ. FT. 60.2%, 5,054 SQ. FT. 22.8% 22,125 SQ. FT. 10090 11,683 SQ. FT. 510 4,912 SQ. FT. 24% 5,530 SQ. FT. GAIL K. BENNETT 22,125 SQ. FT. 100% 6,600 SQ. FT. 320 SQ. FT. 6,920 SQ. FT. DRIVEWAY NEW SURFACE OVER EX ISTING .. ... LANDSCAPE PLAN. 111' 8" O.A. . I LANDSCAPE PLAN AREA OF PF OPOS D AREA OF PROPOSED �— a ADDITION. FE COVERED ENTRY ` TO FLOOR PAN. ADDITION. REFER TO FLOOR PLAN. I I NEW 5' -0'' HIGH I I I I CHA,I•ILINK FENCE ...:: I h WITH GATES AS t3L OG{C 1 REFER TO vl_'OWN Lu I GAIL K. BENNETT EXISTING SEPTIC ,41%, kft TANK TO BE � 0 ABANDON. CONNECT \ TO PUBLIC SEWER T W II e � I VJ II �l • o NEW 5' -0" HIGH m o SITE WALL. REFER I TO LANDSCAPE 11.E T7 PLAN I � IW ( L oT 4 Z 00 corn J LL Lo NEW DRIVEWAY ...:: I h i t3L OG{C 1 REFER TO 0- Lu I GAIL K. BENNETT 'r- ,41%, kft a sw � 0 I\ \ .; T W II e �/ VJ II W O Z J d' N • o NEW 5' -0" HIGH m o SITE WALL. REFER I TO LANDSCAPE o �! I T7 PLAN I � N ( AREA OF PROPOSED C co I ADDITION. REFER T O �mm GeV TO FLOOR PLAN. 0 o U. 0 c ad x Q RELOCATE EXISTING— 0 i3 li > Q m IL ELECTRIC METER I I I i 00 corn J LL Lo NEW DRIVEWAY i ul a �I I r N I Q i III I � I Q N I 19' -I0r �/ 'r �— NEW POOL DECK REFER TO LANDSCAPE PLAN. 41' -2" 106' -I" NEW 8' -0" SITE WALL REFER TO LANDSCAPE PLAN LOT 3 �3L OClG' 1 L /NE LOT 2 f3L OC!< 1 CAROLYN T. EWALD pr ^oposed site pl�r� NEW FOUNTAIN FEATURE. REFER TO LANDSCAPE PLAN. eauinsar _ COM YAM ON COW- ®0 U.0 wm EM0.O"1�. 1 I IU IN IN I IN NEW OPEN CABANA 23' -4' SHELTER REFER TO LANDSCAPE PLANS EXISTING SEPTIC TANK TO BE ABANDON CONNECT TO PUBLIC SEWER SYSTEM. LEGAL DESCRIPTION LOT 3, BLOCK I, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. NOTE 517E PLAN DEPICTED IS BASED ON A SURVEY PREPARED BY O'BRIEN, SUITER d O'BRIEN, INC_ JOB NUMBER 91 -243D, DATED NOVEMBER li, 1997. 361 -2" a a 0 a 0 QI �I �I �I 0 �I I LJI 00 corn J LL Lo NEW DRIVEWAY ...:: I h W(o wm REFER TO 0- 6 LANDSCAPE PLAN. 'r- ,41%, kft a sw N 0 I\ \ .; T W II ® �/ VJ II W O Z J d' N • o NEW 5' -0" HIGH m o SITE WALL. REFER a TO LANDSCAPE T7 PLAN � N ( C co BTAND6T I I T O NEW FOUNTAIN FEATURE. REFER TO LANDSCAPE PLAN. eauinsar _ COM YAM ON COW- ®0 U.0 wm EM0.O"1�. 1 I IU IN IN I IN NEW OPEN CABANA 23' -4' SHELTER REFER TO LANDSCAPE PLANS EXISTING SEPTIC TANK TO BE ABANDON CONNECT TO PUBLIC SEWER SYSTEM. LEGAL DESCRIPTION LOT 3, BLOCK I, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. NOTE 517E PLAN DEPICTED IS BASED ON A SURVEY PREPARED BY O'BRIEN, SUITER d O'BRIEN, INC_ JOB NUMBER 91 -243D, DATED NOVEMBER li, 1997. 361 -2" a a 0 a 0 QI �I �I �I 0 �I I Vcl) 00 corn J LL Lo 0 h W(o wm c 0- 6 ' a AA, 0) ,41%, kft a sw 1 00 (�7 �1 �Jr REVISIONS: •` let Vcl) 00 corn J LL Lo 0 6 W(o wm c 0- 6 0) CC O N 0 O � O \ T W ® �/ VJ W O Z J d' N • o O W 0 VW� a, c O �Z 6) >. 0 C co T O �mm GeV W 1 R 0 0 0 c -� CC N 0 s o a, c >. m o c 0 0 o U. 0 c ad x Q 0 i3 li > Q m IL DATE: APRIL 15,20= ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/8" s p -0u Alml m R� AC mASTE BATH i i i cLosEr i i kyj _. r HALL [!FA i i .'t um '90►t I � 8KYLk WT I -- --1 �0 LIVI NEW COURTYARD WALL. REFER TO LANDSCAPE PLAN. KITCHEN I I L 3E; V .-� c, T I I ALL I ' 'I LALNDRY mil l ROOM VEST VEST NEW SERVICE DRIVE. REFER TO SITE PLAN AND LANDSCAPINCs PLAN. F I I STAND5Y GEN. MECHANICAL EQUIPMENT COURT YARC O POOL PUMP SL AB WITH 4 HTR. FENCE I ENCLOSURE. RECEIVED u 4 RV J 4 f rr %t0' w o da% �0 ❑� FOUNTAIN FEATURE OPEN CABANA SHELTER. REFER TO LANDSCAPE I PLANS. I ( 1 rw ®q r proposed Boor plian scale: t /d" • 1' -m" O 0 O no REVISIONS: Q � � co u- 0- 11) Lo Q V L rr—n --fl -H --H- I II II II II II II -A- i+- fl— F -- Fl---n —fl —H II II II II II II II II -fl- -fl- II II -f- II II F W III II II II II II it II II II III II II II II II II II II Ii II II II II II II II II II II II II it II II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 66 m I II II II II I) II II II II II II II II II II III II II II II II II II II II II II II II II II II II II II III II II II II II II II II II —t I— f+ — I-I- —I I— -f-I — f i II II II it II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III II II � —I I— + — -H U P U F-� U rLj Y U F- � —1 f— —f 1— -1-1— 4 —14-- 41--- -I--I UF-" U 1 -" U r� —1-1- —11-- -41— 4 —1-1- --11-- 41— U I W --iJ u -4 u —1 �- -41 U L— NEW SERVICE DRIVE. REFER TO SITE PLAN AND LANDSCAPINCs PLAN. F I I STAND5Y GEN. MECHANICAL EQUIPMENT COURT YARC O POOL PUMP SL AB WITH 4 HTR. FENCE I ENCLOSURE. RECEIVED u 4 RV J 4 f rr %t0' w o da% �0 ❑� FOUNTAIN FEATURE OPEN CABANA SHELTER. REFER TO LANDSCAPE I PLANS. I ( 1 rw ®q r proposed Boor plian scale: t /d" • 1' -m" O 0 O no REVISIONS: Q � � co u- 0- 11) Lo Q V �� Lo L.L.. T 014, W Lu Lo 66 nn— n 66 m 3rn F■�■ rn cci L6 O � c M Lo 7-1 Lu1-1 ® �- O 0 ® W O z� N • ot O W V W gz Q O C m Y. U E ® -p c 0 0 co o Q O 0 o L. L. T L 0 • 0 U 0 C m m 0 c M 41 W 0 2 c C ot >s (A C m Y. o -p c o Q O 0 o L. L. C Ir Q : Q 0 ci < Ill 0 Q M 6d 0 CL 0 _0 DATE: APRIL 15,20M ISSUED FOR: AR$ DRAWN BY: RS CHECKED BY: SCALE: 1/4" - 1' -0" A2ml REVISIONS: s CID W It � w � 0) LL I- Q rrr 4plib, 6w Lu F--- Lo 0 C m � 0) ® O O O � 0 0 a T V m t :D \1r) 4-J ® WO gN • O W rr N C W� COD 20' :EZ Q 06 > ■ U m ® C m O rn� o T •0 O Get LL r, ---.Jill C\.) rn c7 CT) = rn Q o•, F- r, N 0 o in N V (U > o m In - in r H V Q L W 1? CD 4 U .ry C C > N Cn T3 RI o� \ 3 J 'C7 C!7 0- L S `- cu i C_ CU �D Q �C / U °. Z ro r--i CL.. W 1 T_ •✓ F- N Cc r O 3 U LC) Z '' <-i � U (n Ln C) U s -1 ui D 4t C] CU cr 0- C Q cn U a.) Q d - l L __ 0 0 C m 0 0 a m t 4-J LU 0 N C 0 > ■ C m w o o C o Q 0 0 o LL o C � Q < 0 41 .� ■ Z w Q m W Q P) 0 C\.) rn c7 CT) = rn Q o•, F- r, N 0 o in N V (U > o m In - in r H V Q L W 1? CD 4 U .ry C C > N Cn T3 RI o� \ 3 J 'C7 C!7 0- L S `- cu i C_ CU �D Q �C / U °. Z ro r--i CL.. W 1 T_ •✓ F- N Cc r O 3 U LC) Z '' <-i � U (n Ln C) U s -1 ui D 4t C] CU cr 0- C Q cn U a.) Q d - l L __ i N cu IT O = rn Q Ol N O O tC7 Cu Q co > ".:;r Lci m M v �6 .� o m Q cu c- C!) a w d U m > ZD w ID Cu CT \ a CD I L _ 1 c- Q Y Z ro 1--I. 0- W I 3 4- S � I— CU O 3 1 v .-t / O C!) L0 I— O U <+ W -) 4� O CU cc 7 a- C I [T p •r1 Q rn U Cll Q I] V, n INE NEW ADDITION AND AND WINDO� DOOR NEW ADDITION NEW WINDOW IN W. REMODEL CHIMNEY NEW WINDOW IN NEW ENTRY REFER t0 FLOOR PLAN REFER t0 FLOOR PLAN AND BAY WINDOW EXIST. OPENING t0 BERMUDA STYLE EXIST. OPENING FEATURE REFER t0 FLOOR PLAN / \GW wYGI� i-V�li l/�i north 90evaUon scale: 1/411 m 11 -011 OVERALL WALL AREA: 1,122 SF. WINDOW AREA: 282 S.F. = 2596 NEW WOOD PERGOLA AND WOOD COLUMNS south Mm levtior� BCaIQ: 1 /4n • 11 -011 OVERALL WALL AREA: 1015 S.F. WINDOW AREA: 282 S.F. - 2896 2i' -S" p �h 7'-6 l NEW WINDOW IN EXIST. OPENING NOTE: ALL NEW WINDOWS AND FRENCH DOORS SHALL BE IMPACT RATED. It 0 0 a an r- ELEV. ELEV RIDGE OF ROOF ELEV. ELEV. RECEIVED fi 9" � 00 a 3 fJ P .��'w, of Gu i f St ra, ma,, On v h mi's' FLR v0 0 so 1 co:a i i REVISIONS: LL LO LO 1� z cl) 00 `') 'C) u J L LO If P dl 1 ® FW— LO O wm D NT � O ® O O C m O � O T W '~ V ® C0 �LO m t w {,/J wo CV ® ++ Lu O W 00 V W :Ez Q O 1) U Urrr` Q D 00 T 0 cc LL 1� DATE: APRIL 5, 2002 ISSUED FOR: .4R9 DRAWN BY: :RS CHECKED BY: SCALE: 1 /4" - P -0" A3. z O m U C m U m m t w {,/J ++ Lu N C U D C ® cc < �p C Q O O 0 J Ii C Q y Q 4J ice } Q m H Q O � J O DATE: APRIL 5, 2002 ISSUED FOR: .4R9 DRAWN BY: :RS CHECKED BY: SCALE: 1 /4" - P -0" A3. 0i Cu O a� = rn Q rn 0i O o in Cu v N > O m m . v co ri H :] m Q Cu L r!) CL ry Q U a> > :3 au Cu CD 3 J � 2 L = I L m ro Q � / U H Cl- uj I L ¢ r+ O 3 I OJ ISl S O U / O Un LLB r O U r+ W -J 4-. O N cc 7 Q. C I Ol Q rn U N Q O • ii w mom a V t 9� e i s/ au© n scale: 1/4" ■ I' -0" OVERALL WALL AREA: '10-1 S.F. WINDOW AREA: 50 SF. ■ 1% NEW ADDITION AND NEW WINDOWS. REFER TO FLOOR PLAN NEW ADDITION AND NEW WINDOWS. REFER TO FLOOR PLAN west FIT.-r� OVERALL WALL AREA: 138 Sr-. WINDOW AREA: 145 S.F. = 1'5% ME—IN [ME 1101 AIN mon NEW AC UNITS NEW FIREPLACE AND CHIMNEY B a 0 no OL 2l' -S" RIDGE OF ROOF 4 Q OL 16' -0" LOWER EAVE ELEV. ,gk-p-611 EXIST. FIN FLR. _ 4 2l' -8" RIDGE OF ROOF 16' -0" LOUJER EAVE ELEV. l' -6" EXIST. FIN. FLR. REC-o E V APR S t 2 a r.,.0 0 t @90 am �-J a 0 Q_s REVISIONS: Q Q Lf) Lo • VCo 00 co rn Lo IL � ® ru LJ wm I M-0 I IN]- 0) A - NEW FIREPLACE AND CHIMNEY B a 0 no OL 2l' -S" RIDGE OF ROOF 4 Q OL 16' -0" LOWER EAVE ELEV. ,gk-p-611 EXIST. FIN FLR. _ 4 2l' -8" RIDGE OF ROOF 16' -0" LOUJER EAVE ELEV. l' -6" EXIST. FIN. FLR. REC-o E V APR S t 2 a r.,.0 0 t @90 am �-J a 0 Q_s REVISIONS: Q Q Lf) Lo • DATE: APRIL 18, 20®2 ISSUED FOR: ARB DRAWN BY: R9 CHECKED BY: SCALE: 1/4 ".1' -0" A302 VCo 00 co rn Lo IL � ® ru LJ wm 0) ® 0) C Lo O �- T Lo ^ Lij V® L r L �i Q C5 L W O g� N • t W O V Lli Coln 5z Q 0 6 N C 0 T 0 i3 IL DATE: APRIL 18, 20®2 ISSUED FOR: ARB DRAWN BY: R9 CHECKED BY: SCALE: 1/4 ".1' -0" A302 z ru 0 U C U Q L t 4J ui 0 N C 0 i3 C L Q o -0 C O o 0 0 LL O C � Q i 1p II III II I - % N Qll — PRIMP— I - V BRIM j Mimi O REVISIONS: 00" Irm-11i 00 I -_ -1,—::, �111-f J'y R E 0 E 1 VIE D A P CJ ME z (y) co (y) 0) I Lo ui 4- 0 _j LL I,- 0 0 L0 LL c 0 6w Lu (c) Lo -0 wm CL 0 6" 0 Lu 0 0 c T Lf) > 0 (D Lo C o L cl) < 'o C < 0 W0 c\j C • < 0 Li 0 (-)0 cc < z Ill 111 it l'- U) LL < W 0 P) -1 D all! 2 6 2z 4 06) P,- r 0 - M 0) 0 0 1111mm 111114! LL -_ -1,—::, �111-f J'y R E 0 E 1 VIE D A P CJ ME DATE: APRIL M, 2002 ISSUED FOR: AR5 DRAWN BY: Rs CHECKED BY: SCALE: 1/4"- P-0" Am 3 m 3aft z ui 4- 0 0 0 c 0 -0 0) 0 L 0 0 Lu 0 c 0 > 0 C o L < 'o C < 0 0 -.1 IL C <Z < 0 4J < z Ill 111 it l'- U) LL < 0 P) -1 D DATE: APRIL M, 2002 ISSUED FOR: AR5 DRAWN BY: Rs CHECKED BY: SCALE: 1/4"- P-0" Am 3 m 3aft 330 Banyan Road Gulf stream, Florida 33483 SHEET INDEX Cover Sheet Master Plan L -1 Hardscape Layout Plan L -2 Hardscape Details L -3 Hardscape Details L -4 Hardscape Details L -5 Pool Details L -6 Landscape Plan L -7 Landscape Details L -8 Landscape Specifications L -9 SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration *1704 e -mail: smilaobellsouth.net www.smila.net RECEIVED A a Za r c x.:`. ®p r� 4 %V jPi 51TE DEMOLITION I . Contractor shall verify all conditions in the field and report any discrepancies between plans and actual conditions to landscape architect before beginning work. 2. Shrub removal shall include the fielding, cutting, grubbing out of roots and satisfactory off -site disposal of all stumps vegetative and extraneous debris produced through the removal operations. 3. No heavy machinery is to be used within the root system of existing trees to remain. Excavation within root system zones is to be performed by hand. 4. Existing trees and shrubs to remain shall not be altered under any circumstances and must remain in the same condition as observed prior to construction. 5. Plants that are tacjcjccl for transplanting are to be balled and burlapped prior to other demolition or excavation. See planting plan for locations of transplanted material. G. Any items scheduled to remain which are damaged by contractor's Operations shall be replaced at contractor's expense. Replacement material shall be 5aMC type and quality as those damaged. 7. All Items indicated to be removed shall be completely removed includintj all sub -base material and shall be disposed of per local and state codes for the materials removed, 5. All construction work shall comply with local, state and neighborhood codes. 9. Provide vehicular and pedestrian temporary access at all times to the residence during construction of the driveway. BRICK APRON TRENCH DRAIN. SEE ENGINEER DRAWINGS FOR DRAIN SPECIFICATIONS. DRAIN COVER TO BE APPROVED BY LANDSCAPE ARCHITECT. BLACK CHAIN LINK FENCE zl :E Uj LU (0 wl �n I I CL 0 C� IL BRICK EDGING PATTERN SIMULATED COQUINA PAVERS V GATE F BRICK APRON RESIDENCE GATE TO BE SELF LOCKING fnAjCj PLANTER PERGOLA DETAILS PER ARCHITECTURAL DRAWINGS PRIVACY WALL 7 rl L INE F OP 1,42.6 TRENCH DRAIN. SEE ENGINEER DRAWINGS FOR DRAINSPECIfICATION5. DRAIN COVER TO BE APPROVED BY LANDSCAPE ARCHITECT. BRICK HERRINGBONE WALKWAY. LAYOUT TO BE FIELD APPROVED BY LANDSCAPE ARCHITECT. S E TO A C " — RRCNTYARD — 30, -0 I— PERVIOUS / IMPERVIOUS SURFACE CALCULATIONS I TOTAL PERVIOUS AREA .............................. 12,482 sct. ft. = 5G.4 % TOTAL IMPERVIOUS AREA ............................. 9,G43 5q. ft. = 43.G% TOTAL AREA ........................................... 22,125 5q. ft. = 100.0% 'N\ E3A5KffTt3ALL (3 GOAL co ;7 LLJ L C ASPHALT SERVICE 71 I DRIVE II 1 to - IN I r5-a')i GATE TO BE SELF LOCKING PP LATTICE SCREEN PER ARCHITECTURAL DETAILS. POOL AND HOUSE MECHANICAL EQUIPMENT 0 mZ AC aai U 24" x 24" COQUINA STEPPING STONE 8 :o o: I _ El POOL n o a,.. o L 77771 POOL COPING FOUNTAIN CABANA PLINTHS 12" x 30 COQUINA --- ----- - - - - -- STEPPINGSTONES 20'-0" RE.4RYARD SE-7-314CK C LAWN GUYING WIRE APPLIED TO WALL TO TRAIN VINES. PROPERTY LINE 160.10' BLACK CHAIN LINK FENCE 0 00 (N Ljj I�' G BLACK CHAIN LINK FENCE %% 'I I le Sm The r vie In Residence 330 Banyan Road Gulf stream, Florida 33483 0 11 REC"'O'EIVED APR 5 NO. DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX, INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 0206, Palm Beach, FL 33480 Telephone:561-655-9006 Fax:561-655-9007 FL registration *223 & *295 NY registration * 1704 e-mail: smilaclbellsouth-net www.smila.net TITLE Master Plan SCALE PROJECT NO. 1/8 = 1 0 0211 DATE DRAWN BY CHECKED 4-12-2002 bpa SEAL DRAWING NO. C L— I SHEET I OF 9 L TT It A Ld 0 C� 0: PLANTER ❑ 0 0 Ld O I V'. SIM. COQUINA O TERRACE 4 �n COQUINA CHECKERBOARD PATTERN PLANTER pp- 6 _j L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PRIVACY WALL 7 rl L INE F OP 1,42.6 TRENCH DRAIN. SEE ENGINEER DRAWINGS FOR DRAINSPECIfICATION5. DRAIN COVER TO BE APPROVED BY LANDSCAPE ARCHITECT. BRICK HERRINGBONE WALKWAY. LAYOUT TO BE FIELD APPROVED BY LANDSCAPE ARCHITECT. S E TO A C " — RRCNTYARD — 30, -0 I— PERVIOUS / IMPERVIOUS SURFACE CALCULATIONS I TOTAL PERVIOUS AREA .............................. 12,482 sct. ft. = 5G.4 % TOTAL IMPERVIOUS AREA ............................. 9,G43 5q. ft. = 43.G% TOTAL AREA ........................................... 22,125 5q. ft. = 100.0% 'N\ E3A5KffTt3ALL (3 GOAL co ;7 LLJ L C ASPHALT SERVICE 71 I DRIVE II 1 to - IN I r5-a')i GATE TO BE SELF LOCKING PP LATTICE SCREEN PER ARCHITECTURAL DETAILS. POOL AND HOUSE MECHANICAL EQUIPMENT 0 mZ AC aai U 24" x 24" COQUINA STEPPING STONE 8 :o o: I _ El POOL n o a,.. o L 77771 POOL COPING FOUNTAIN CABANA PLINTHS 12" x 30 COQUINA --- ----- - - - - -- STEPPINGSTONES 20'-0" RE.4RYARD SE-7-314CK C LAWN GUYING WIRE APPLIED TO WALL TO TRAIN VINES. PROPERTY LINE 160.10' BLACK CHAIN LINK FENCE 0 00 (N Ljj I�' G BLACK CHAIN LINK FENCE %% 'I I le Sm The r vie In Residence 330 Banyan Road Gulf stream, Florida 33483 0 11 REC"'O'EIVED APR 5 NO. DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX, INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 0206, Palm Beach, FL 33480 Telephone:561-655-9006 Fax:561-655-9007 FL registration *223 & *295 NY registration * 1704 e-mail: smilaclbellsouth-net www.smila.net TITLE Master Plan SCALE PROJECT NO. 1/8 = 1 0 0211 DATE DRAWN BY CHECKED 4-12-2002 bpa SEAL DRAWING NO. APR 15 2002 L— I SHEET I OF 9 L LAYOUT NOTES: 1 . uo not scale cirawings. 2. The Contractor shall verify all existing conditions and layout dimensions in the field. Report discrepancies immediately to the Landscape Architect for decision before construction. 3. All layout components shall be staked out in the field by the Contractor. Obtain Landscape Architect's approval before installation. 4. All dimensions are given to the front faces of walls and structures, unless otherwise noted. 5. All angles are assumed to be 90 noted. G. See Planting Plans for layout of t and extent of all sodding and seedmm 7. Refer to Architect Drawings for a 8. Any changes proposed to dimens be approved by the Landscape Archi U The s Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 z 0 1, x s NO. DATE DESCRIPTION REVISIONS s V. SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax :561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila�bellsouth.net www.smila.net TITLE Hardscape Layout Plan SCALE PROJECT NO. 1/8 11 = 1' 0" 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. APR 15 2002 _ 2 SHEET 2OF9 2" FDOT TYPE III ASPHALT I" LEVELING COURSE - BITUMINOUS TACKTIFIER G" CRUSHED COMPACTED CONCRETE - COMPACTED SUBGRADE 95% x// i ASPHALT DETAIL L_ 3 SCALE: I" = I'01" 4" SAND BASE I " MORTART SETTING BED 1/8 MORTAR JOINTS 12" x 3G" SIM. COQUINA PAVER - SUBGRADE COMPACTED 95% 5 COQUINA ON SAND DETAIL L -3 SCALE: I" = 1'0" OLD CHICAGO BRICK RUNNING BOND OLD CHICAGO BRICK STACKED BOND OLD CHICAGO BRICK RUNNING BOND FINISHED GRADE --A 1124" x 24" SIM. COQUINA PAVER. PATTERN AS PER MASTER PLAN I " MUD SET G" REINFORCED CONCRETE 4 /_ 3/8" � SUBGRADEOCIOMPACTED 95% d '4 G ✓1. / G y . 4 d PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. NORTH DRIVEWAY PAVING DETAIL SCALE. I 10" 3" MIN. SETTING BED r- SOD 2' SOD PLANTING MIX - SEE SPECS I -1 1 IT -I, I 1 I1 I I -I I I a- f s .,' a •• I I I \\ \\ \\ 3 11 (MIN.) 2" THK. SIM. COQUINA PAVER COMPACTED SUBGRADE 6 COQUINA & SOD DETAIL L-3 SCALE: I" = 10" 4" CONCRETE I " MUD SET 1/8" MORTAR JOINTS 24" x 24" SIM. COQUINA, SEE PLAN FOR PAVING PATTERN. u /\\>///X COQUINA ON CONCRETE L-3 DETAIL SCALE: I" = 1'0" 3/8" THUMB GROUT MORTAR JOINTS (NATURAL GRAY) /- OLD CHICAGO BRICK RUNNING BOND PATTERN. \I" MORTAR SETTING BED r- G" CONCRETE /- COMPACTED SUBGRADE 95% a a ° a a a PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. // /\ / \� r_i�DRIVEWAY APRON SCALE: I " = 1 '0" FINISHED GRADE SOLDIER COURSE OLD CHICAGO BRICK EDGING 12" x 12" SIM. COQUINA PAVER. PATTERN AS PER PLAN 1 " MUD SET 4" REINFORCED CONCRETE 3/8" MORTAR JOINTS 4 G SUBGRADE COMPACTED 95% II ;a e d / ,4 BRICK / COQUINA !:::31)ETAIL SCALE: I" = 1'0" a. D• SOLDIER COURSE OLD CHICAGO BRICK EDGING OLD CHICAGO BRICK HERRINGBONE PATTERN. I " MORTAR SETTING BED 4" CONCRETE F_ COMPACTED 5UBGRADE 95% -B_�BRICK WALKWAY L -3 / SCALE: I" = 1'0" The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 RECEIVED 3 W _._�. NO. DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smilac"bellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 XXX SEAL DRAWING NO. APR 15 200 SHEET 3OF9 GENERAL NOTES: - CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR WOOD MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. - ALL WOOD TO BE MAHOGANY - ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. 1.5" x 1.5" FENCE PICKET. TURN ON A 45° ANGLE FROM SUPPORT RAILING. 3/8" i 2 1/8" i 2 1/2" 3- 1/2 "x2 -1/2" SUPPORT RAILING. 3 1/2" CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. a SUPPORT RAILING L -4 SCALE: 1/2 = 1'0" REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 4 PILASTER SECTION L_ 4 SCALE: 112 = 1'0" Iq I ' -(J" 1 2" 4 2' -4" PIER TO HAVE ROUNDED EDGES I'-G" G' 3G" 3" 3" GATE LATCH "5111 At I I" 2 -1/2" G" NMI ( 1 .5" x 1 .5" FENCE PICKET. TURN ON A 45° ANGLE FROM SUPPORT RAILING. 3-1/2"x2-1/2" SUPPORT RAILING. CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. ROUNDED EDGES STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE WALL SECTION SCALE: 112 = 1'0" I I" 2 -1/2"" - 5' 1.5" x 1.5" FENCE PICKET. TURN ON A 450 ANGLE FROM SUPPORT RAILING. 3-1/2"x2-1/2" SUPPORT RAILING. CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. ROUNDED EDGES 42° 7' -7" ROUNDED WALL CAP STUCCO FINISH TO BE APPLIED TO WIRE MESH. STUCCO WIRE MESH ON TOP OF WALL. STUCCO WIRE MESH TO BE NAILED TO CMU. CONCRETE BLOCK WALL STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE WALL SECTION SCALE: 1/2 = 1'0" 3"411 STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE REFER TO STRUCTURAL ENGINEER ` DRAWINGS FOR FOOTING 51ZE AND /���� �� - - - WALL REINFORCEMENT. ENGINEER I DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. - - - - - - 75 WALL SECTION SCALE: 1/2 = 1'0" L_4 STUCCO FACED PILASTER; PC STUCCO STYLE TO MATCH AUTOFILL AND OVERFLOW HOUSE; COLOR TO BE APPROVED LOCATED ON WEST END BY LANDSCAPE ARCHITECT. OF FOUNTAIN I 1.5" x 1.5" SQUARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2" x 4" SQUARE WOODEN RAIL CHAMFERED AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. ROUNDED EDGES STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FIN5HED GRADE HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT WALL & GATE ELEVATION SCALE: 112 = 1'0" REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 1.5" x 1.5" SQUARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2" x 4" SQUARE WOODEN RAIL CHAMFERED AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. RAILING TO BE SET A MIN. 4" INTO PILASTER. FIN5HED GRADE i MAIN DRAIN TO BE LOCATED ON EAST 51DE OF FOUNTAIN FOUNTAIN PLAN VIEW SCALE: 1/2 = 1'0" :OUNDED EDGES !CK WALL WALL; 0 MATCH HOUSE; 'PROVED BY H ITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. I I- - - - - - - - - - - 3 PIER SECTION L_4 SCALE: 1/2 = 1'0" GENERAL NOTES: - CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR ALL WOOD MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. - ALL WOOD TO BE MAHOGANY - ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. - GATE TO BE SELF LOCKING. PIER TO HAVE I' -G" 3G" ROUNDED EDGES STUCCO FACED WALL; 3" 31 STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY 15"t nA . • Al - 4F] SCALE ARCHITECT. 5' -4" GATE CLEARANCE SHOULD BE 1/4" ABOVE FINISHED GRADE I' 41411 4' 3" 11-311 �311 HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT 5 a WALL & GATE ELEVATION L_4 SCALE: 112 = 1'0" G \j Vj OVERFLOW AND AUTOFILL LOCATED ON WEST END OF FOUNTAIN BLACK SLATE FINISH ON FOUNTAIN BASE AND PED15TAL WATER SUPPLY LINE FOR FOUNTAIN ORNAMENT. REMOTE CONTROL VALVE TO BE LOCATED WITH LANDSCAPE ARCHITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT, ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. PEDESTAL TO BE 2" BELOW FOUNTAIN COPING. PEDESTAL WIDTH TO MATCH FOUNTAIN ORNAMENT BASE. NATURAL COQUINA COPING � FINISHED GRADE MAIN DRAIN LOCATED EAST OF PED15TAL 8 FOUNTAIN SECTION L -4 SCALE: 112 = 1'0" WATERPROOFING, STRUCTURAL AND MOTOR SPECIFICATIONS A5 PER ENGINEER DRAWINGS The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 P � t°_ z fi_ I, €" w d P, r Off' NO. DATE DESCRIPTION s REVISIONS SANCHEZ & NIADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration *1704 e -mail: smilal�bellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. APP 15 200 SHEET 4 OF 9 G" FOUNTAIP' 1i- — A CK 1 -E 11" 8' y'� 1 11-1 111 SITE PLAN SCALE: 1/2 = 1'0" Kelm i 'ADANA NOT TO =XTEND PAST SETBACK LINE GENERAL NOTES: METAL PEDESTAL G" METAL METAL P05T 24" x 24" 51M. COQUINA PAVER - CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR ALL CAST STONE AND ALUMINUM MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. - ALL ALUMINUM TO 13E PAINTED BLACK. 3� WEST ELEVATION L-5 l SCALE: 112 = 1'0" G" METAL METAL P05T METAL PEDESTAL METAL METAL PEDE FINISHED GRADE CONCRETE FOOTING A5 PER ENGINEERS DWG5 8� Hardscape Details SCALE METAL PEDESTAL 0211 yt = DRAWN BY CHECKED METAL P05T bpa SEAL DRAWING NO. APR 2002 ®� IC SHEET 5 OF 9 G" METAL Mt I AL FUT METAL PEDESTAL 2 PLAN VIEW L-5 SCALE: 112 = 1'0" WEST ELEVATION SCALE: 112 = 1'0" 2" I" I" G" METAL P05T U U METAL PEDESTAL TO MATCH POLE I 2I It I„ 2 4 2 ° a a a ° ° -31 4 POLE TO FOTTING DETAIL A5 PER ENGINEER DRAWINGS CONCRETE FOOTING A5 PER ENGINEERS DWGS PEDESTAL DETAIL SCALE: I/ I = 1'0" The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 NO. I DATE REVISIONS C 0 REGENElf Hardscape Details SCALE PROJECT NO. ll 0211 yt = DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. APR 2002 ®� DESCRIPTION SHEET 5 OF 9 SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 11206, Palm Beach, FL 33480 Telephone:561-655 -9006 Fax:561- 655 -9007 FL registration 4223 & #295 NY registration 41704 e -mail: smila @bellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. APR 2002 L— 5 SHEET 5 OF 9 NATURAL COQUINA COPING FINISHED GRADE ALL RISERS SHALL HAVEA� MAXIMUM UNIFORM HEIGHT O*, 10 ". WHERE STEPS ARE OUTSIDE THE'5HALLOW AREA' OF THE POOL, THE BOTTOM RISER ONLY CAN EXCEED 12" .d a.. mad d i STEP DETAIL L N.T.S. I' TREADS SHALL HAVE A MINIMUM DEPTH OF 10" 14" x 14" NATURE' COQUINA FLINT 3/8" MORT/ SETTING BI 415HED GRADE 2 STONE PLINTH L -6 N.T.S. NOTE: SEE MASTER PLAN FOR POOL EQUIPMENT LOCATIONS. FINISHED GRADE I G'- 18" SKIMMER WITH OVERFLOW LOCATION PLINTH TO REST ON Z POOL COPING NOTES: 1. ENGINEER DWG5. MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 2. POOL CONTRACTOR TO VERIFY ALL POOL DIMENSIONS, POOL LOCATION, * SET BACKS PRIOR TO CONSTRUCTION. 3. POOL CONSTRUCTION TO COMPLY WITH ALL APPLICABLE STATE * LOCAL CODES WHETHER INDICATED HERE OR NOT. WHERE COMPLIANCE REQUIRES SUBSTANTIAL DEVIATION FROM THE DE51GN INTENT, A5 SHOWN ON THE CONTRACT DRAWINGS, MODIFICATIONS MUST BE REVIEWED * APPROVED BY THE LANDSCAPE ARCHITECT. 4. OBTAIN NECESSARY SUB - SURFACE INFORMATION. EXCAVATE * REMOVE ALL MUCK t OTHER UNACCEPTABLE MATERIAL REPLACE W/ GOOD CLEAN STRUCTURALLY SOUND FILL MATERIAL. PROVIDE DEWATERING AS NECESSARY. 5. OBTAIN ALL NECESSARY PERMITS A5 PER STATE * LOCAL CODES. G. INFORMATION SHOWN 15 SCHEMATIC IN NATURE. ALL POOL EQUIPMENT TO BE INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS. POOL STRUCTURE * ALL EQUIPTMENT SHALL BE WARRANTEED UNDER POOL CONTRACTORS WARRANTY FOR I FULL YEAR FOR PARTS * LABOR. 7. POOL TO BE INSTALLED BY LOCAL * STATE LICENSED POOL CONTRACTOR 8. PROVIDE OPERATION AND MAINTENANCE MANUALS TO OWNER UPON COMPLETION OF WORK * ACCEPTANCE BY OWNER 9. ALL EQUIPTMENT AND EXPOSED PIPING SHALL BE CLEARLY LABELED W/ PERTINENT DATA SUCH A5, BUT NOT LIMITED TO: PUMP * FILTER SPECIFICATIONS, PIPE SIZE, U5E * FLOW DIRECTION, ETC. POOL FIN15H SCHEDULE ITEM MATERIAL FINISH MFR. COMMENT COPING FLORIDA KEYSTONE COQUINA AS NOTED CLA551C MASONRY 5G 1 -2 19 -0338 WALL5 FLORIDA KEYSTONE COQUINA CHECKED CLA551C MASONRY 5G 1-219-0338 FLOOR OCEAN51DE GLA55 TILE DRAWING NO. CERAMIC MATRIX 800- 330 -4979 COLOR TO BE DETERMINED STEPS OCEAN5IDE GLA55 TILE CERAMIC MATRIX 800- 330 -4979 COLOR TO BE DETERMINED i.:. STEPS 5EE DETAIL 4 30' POOL PLAN VIEW SCALE: 1/4" = P-0" NATURAL COQUINA POOL COPING SWIM OUT 5EE PLAN FOR LOCATION -� .44 FINISHED GRADE POOL SUPPLY `LOCATIONS TO BE 5EE SCHEDULE SEE POOL ENGINEER APPROVED BY � FOR POOL FINISH ....... ......���� DRAWI NG5 FOR POOL LANDSCAPE ARCHITECT REINFORCEMENT AND WATERPROOFING 4 POOL SECTION L -6 N.T.S. THE Orthwein Residence 330 Banyan Road Gulf stream, FL 33483 RECEI"VED APR 5,i ?f �;t NO. DATE DESCRIPTION O REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration 111704 e -mail: smila @bellsouth.net www.smila.net TITLE Pool Details SCALE PROJECT NO. AS NOTED 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa 3' I I STAI R5 I I AUTOFILL LOCATED ON WEST SIDE OF POOL SWIMOUT I I STAI R5 ( I 3' SEAL DRAWING NO. APR 15 200 SHEET 6 OF 9 i.:. STEPS 5EE DETAIL 4 30' POOL PLAN VIEW SCALE: 1/4" = P-0" NATURAL COQUINA POOL COPING SWIM OUT 5EE PLAN FOR LOCATION -� .44 FINISHED GRADE POOL SUPPLY `LOCATIONS TO BE 5EE SCHEDULE SEE POOL ENGINEER APPROVED BY � FOR POOL FINISH ....... ......���� DRAWI NG5 FOR POOL LANDSCAPE ARCHITECT REINFORCEMENT AND WATERPROOFING 4 POOL SECTION L -6 N.T.S. THE Orthwein Residence 330 Banyan Road Gulf stream, FL 33483 RECEI"VED APR 5,i ?f �;t NO. DATE DESCRIPTION O REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration 111704 e -mail: smila @bellsouth.net www.smila.net TITLE Pool Details SCALE PROJECT NO. AS NOTED 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. APR 15 200 SHEET 6 OF 9 14 NOTES: - IRRIGATION TO 5E PROVIDED BY AUTOMATICALLY CONTROLLED IRRIGATION 5Y5TEM. - SEE IRRIGATION FLANS FOR IRRIGATION LAYOUT. - WATER SOURCE 15, PROVIDED BY WATER METER ON PREM15E5. transplanted weeping podocarpu_- (1) Tabernaemontana divaricata Pinwheel Jasmine 15 -Gal (2G) Ficus microcarpa 'Green Island' Picus Green Island 3 -Gal N N existing tree a . (105 I.f.) 17ICU5 nitida Cuban Laurel 10' ht. f.t.b. (3) Begonia odorata 'alba' White Angel Begonia 3 -Gal (l) Asclepias curas5avica 'Silky Gold' - Yellow Asclepias 3 -Gal (29) Salvia coccinea 'Snow Nymph' White 5alvia I -Gal ( E 2 sr,.ft.) Annuals, 4" pots -1 (I 0' S) Annuals Annualsua5, 4" pots (3) Gardenia augu5ta 'Miami 5upreme' ., Miami 5upreme Gardenia 30x30" (33) Buxus microphylla Japonica Japanese boxwood I-Gal P _ (5) Homalomena i I '< i Q. `. 7 a, I l Ol Emerald Green I -Gal Jr (G) Coreops s leavenworthii Leavenworth Tlckseed I -Gal (1 2) Neomarica gracilis Walking Iris I -Gal (I G scl.ft.) Annuals, 4" pots (1 1) Salvia 'Indigo 5pre' Blue Salvia 3 -Gal (1) A5clepia5 curas Yellow A5clepiaa5 3 -Gal (l ) Citrus x paradisi 'Rub`, Ruby Red Grapefruit 10' spd (1) Citrus 5inen515 `Valencia Orange' Valencia Orange l 0' spd 1 �I v =awn (25) Ficu5 microcarpa 'Green island' avica ' Ficu5 Green 15land 3 -Gal (23) Gardenia augusta 'Miami Supreme' - Moamj Supreme Gardenia 30x30 ", f i b_ _ i-M 14momep rnr �il N NA W" WAA rr1*"j.- (1 5) Neomarica graciI15 J Walking Iris I -Gal (5) Galphimia gracil15 Thryalli5 3 -Gal (2G) Neomarica longifolia (8 I.f.) Podocarpus macrophyllus Fan Iris i -Gal Yew podocarpu5 5' ftb (1 2) Begonia odorata 'alba' White Angel Begonia 3 -Gal (I I U.) Podocarpus macrophyllus (1 2 scl.ft.) Annuals Yew podocarpus 5 ftb Annuals (as specified) I -Gal (G) Ficu5 microcarpa 'Green Island' (4) Coreopsis leavenworthii 17ICU5 Green Island 3 -Gal Leavenworth Tickseed I -Gal (8) Neomarica longifolia Fan Iris I -Gal (10) Neomarica gracilis Walking Iris I -Gal (1) Hibiscus 'Anderson Crepe Hibi5cu5' Anderson Crepe Hibiscus I 0 -gal, 8' ht. bush L (1 1 5) Buxus microphylla Japonica Japanese boxwood I -Gal (I G) Ruellia brittoniana 'Purple Showers' Purple Showers Ruellia 3 -Gal (1) Asclepias cura55av1Ca 'silky Gold' Yellow A5clepia5 3 -Gal (18) 5alvia 'Indigo Spire' Blue 5alvia 3 -Gal (19) Galphimia cjrac1115 Thryallis 3 -Gal (25) 5alvia coccinea 'Snow Nymph' White 5alvia I -Gal (2) Argyreia nervosa ( I ) Argyreia nervosa Silver Morning Glory 3 -Gal Silver Morning Glory 3 -Gal F (52) Ficu5 microcarpa 'Green Island' 17ICU5 Green Wand 3 -Gal, 18" o/c u (413) Trachelo5permur- asiaticum 'minima' Minima JaSm�ne I -Gal z� (3) Musa acuminata 'Cavendish' Cavendish I O -gal, G' -8' multi (28) Buxus microphylla Japonica Japanese boxwood I -Gal, G" o/c (5) hibiscus 'grafted' Hibis `cu5 3 -Gal, 15" o/c O w (1(5 1.f.) Ficu5 nitida Cuban Laurel 10' ht., f.t.b. IWAIM ®��' ■��������� �,1 evil® I�t® isil�l�l�l ®1 ®o—Mii 0 iii 6�IP.�� . OWN �, aa, �wE�h s h awl wer®i ®_ we was w•Ewn�aa ew s _� s er ■ p1 � � 51lver Mornine.3 Gl lim �ory 3-Gal i ■i�l■I�I��i ■i IIII I I II I I I I I I II I = -.,. , , , Ill ■ ■ n (2) Tabernaemontana dwaricata Pinwheel Jasmine 15 -Gal v � (G) Ficu5 microcarpa 'Green 15land' FICU5 Green Island 3 -Gal, 18" o/c (42) Ficu5 microcarpa 'Green Island' Ficu5 Green Island 3 -Gal, 15" o/c .. _51", (1 70 I.f.) Ficu5 nitida Cuban Laurel 10' ht. f.t.b. — (7) Begonia odorata 'alba' White An el Begonia 3 -Gal, 24" o/c ,l (1) 5trelitzia nicollu White Bird Of Paradise 12' bib multi cane - - - - -- ------ - - - - -- ----------- - - - - -- — — — — — — — — — — - - - - - -- 2O —O T3,4 C K ° 1) Hibiscus 'Anderson Crepe Hibiscus' LAWN Anderson Crepe Hibiscus 10 -gal, 8' ht. bush 9 (3) Ph l u (147) Buxus microphylla Japonica _ Tuns dtepalm 8'ct! Japanese boxwood I -Gal, G" o/c (14) Dypsis lutescens Areca Palm 15' oa - full (G) Terra Cotta pots w/ annuals (1 19 I.f.) Ficu5 nitida 0/ Annuals (as specified) 4" pots (24) Trachelo5permum Jasminoides (I 14) Annuals Cuban Laurel 10' ht. f.t.b. Pots not in contract. Confederate Jasmine 7 -Gal, train and pin to wall Annuals (as specified) 4" pots • • • • • 1 _ _ ° '— (3) Aloca5ia portadora Portadora Lily 7 -Gal (98) Annuals Annuals (a5 specified) 4" pots (3) Aloca5ia portadora Portadora Lily 7 -Gal (1) Dombeya 'Seminole' Dombeya 5eminole 5'x 5, 25 Gal. existing f=cu5 (97 I.f.) Ficu5 nitida Cuban Laurel I a ht. f,t.b. - (3) Wodytia bifurcate Foxtail Palm 7 c.t. (34 Lf.) Ficu5 nitida Cuban Laurel 10' ht, f.t.b.. (1) Persea americans Avocado I O' ht. (2) Brugmansia X candida Angel's Trumpet, Salmon, 15 -Gal, 8' ht. (30) Begonia odorata 'albs' White Angel Begonia 3 -Gal The s Orthwein Resi*dence 330 Banyan Road Gulf stream, Florida 33483 s c z Y y I F ) �O NO. DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 1206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila @bellsouth.net www.smila.net TITLE Landscape Plan SCALE PROJECT NO. 1/8" = 1' 0" 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. APR 15 2001 L— 7 SHEET 7OF9 SEE TREE BRACING DETAIL MIN. (3) 2 "X4" BRACES OF NEW CLEAR LUMBER. TOE NAIL TO BATTEN W/ DOUBLE HEADED 20D NAILS. PAINT MATT GREEN KEEP ROOT CROWN ABOVE MULCH 2" MINIMUM MELALEUCA MULCH (ONLY WHERE INDICATED ON PLAN - 50D TO TREE OTHERWISE) 4" SAUCER MOUND. REMOVE AFTER 15T GROWING SEASON (WHEN MULCHING ONLY) 15ACKFILL (SEE SPECIFICATIONS FOR PALMS) 2 "X 4 "X 24" STAKE PAD (2) 3/4" PLASTIC BANDS 5 LAYERS OF BURLAP WRAP BETWEEN BATTEN AND TRUNK G - 2 "x 4"x I G" WOOD BATTENS MIN. (3) 2 "x 4" BRACES OF NEW CLEAR LUMBER, PAINT MATT GREEN, TOE NAIL BRACE TO BATTEN, NO NAILS IN ANY TREE 5 LAYERS OF BURLAP WRAP BETWEEN BATTEN AND TRUNK (2) 3/4" PLASTIC BANDS G -2N 4N IG "WOOD BATTENS MIN. 3 - 2"x 4" BRACES OF NEW CLEAR LUMBER FIN. GF NOTE: I- 1 411 SECURE BATTENS WITH 2 - 3/4" PLASTIC BANDS TO HOLD I �_� —` % % 11 =1 I I– BATTENS IN PLACE DURING PLANTING PROCESS. DO NOT NAIL BATTENS = III= III =III =1 == II =1 =III= III= III =' TO PALM, HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE 111111 III illl�llliillli 111 111 111 =" 1/3 T HEIGHT OF THE PALM FOR ADEQUATE BRACING, REMOVE BATTEN ROOT BRACE AFTER HURRICANE SEASON IF PLANTS ARE PROPERLY ROOTED NOTE: REMOVE ALL SUCKER GROWTH BALL 1/3 ROOT BALL GUYWIRE W/ RUBBER H05E TURNBUCKLE (3) 2" X 2" X G' P.T. WOOD STAKES, MIN. 2' IN GROUND EVENLY SPACED (120 °) AS PER DETAIL, PAINT MATT GREEN 2" MELALEUCA MULCH, KEEP ROOT BALL ABOVE MULCH TURN DOWN BURLAP ONE THIRD 4" SAUCER MOUND. REMOVE AFTER FIRST GROWTH SEASON. BACKFILL (SEE SPECIFICATION) PALM PLANTING DETAIL FIN. GR+ SCALE: 1/2"= I'0" G" MIN KEEP ROOT CROWN ABOVE MULCH 2" (MIN.) MELALUCA MULCH 3" SAUCER MOUND, REMOVE AFTER 15t GROWING SEASON! LL (SEE SPECIFICATIONS) 1 V1.1`+ JOWN BURLAP ONE THIRD IF B t B 4 SHRUB PLANTING DETAIL L-5 SCALE: 112" = 1'0" •':.j l' \f I�r }'t11° \l�''111,j ,', 5��{y,,, r"• {\ y''••�.r1 ,( • . ,. ' „ {7' {`'�•� �' 'yes,. by ; I'^ n'. 1 r l'�N� +.• •�Ir.'r�� �Yw\ M1 "i 1•ir� ••1,, r. {,I'� /,•n' ,,'•�, 1 / «`h',: �- 1211 MINIMUM PLANT IN PLANTING BED KEEP ROOT CROWN ABOVE MULCH 2" MULCH + ,r ' G" PLANTING SOIL MIX TURNED INTO EXISTING TOP SOIL SOD - SEE 50D PLANTING DETAIL NOTE: LAY SOD TO EDGE OF BED AND REMOVE OVERLAP BY CUTTING STRAIGHT CLEAN EDGE 7 PLANTING BED DETAIL L_ �L SCALE: 112" = I'0" 2 TREE BRACING DETAIL L_8 SCALE: 112" = 1 10" �N'• :r ell i, HT. 1/3 HT (TYP.) :r, , �; ;+" `'' :,• co a c _o 0 3 TREE PLANTING DETAIL L_8 SCALE: 112" = 1'0" 5 POTTED PLANT DETAIL L_8 SCALE: 112" = PO" WALL OR COLUMN DRILL HOLE * FILL WITH POLYVINYL SEALANT 3/100 ST. 5TL. SCREW EYE TIE KNOT TO LEAVE AMPLE SPACE FOR PLANT GROWTH PLASTIC SCREW SLEEVE INSERTED IN WALL (AFTER POLYVINYL SEALANT IS INJECTED IN HOLE) VINING PLANT AS INDICATED ON PLAN 8 WALL PIN DETAIL L_ st SCALE: 1/2" = 1 10" 6 SOD PLANTING DETAIL L_8 SCALE: 112" = I'0" \ AA!_- IA- \A /A11 �J �J 3' _J U (tyr WALL ELEVATION SCALE: 114" = 1'0" PAGE PIN DETAIL � GUYING WIRE DETAIL L -8 MA50NARY WALL .024 GA. STAINLESS STEEL WIRE STAINLESS STEEL SCREW WASHER PLASTIC RING PLASTIC ANCHOR - FILL W/ POLY5EAL CAULKING BEFORE INSERTING SCREW The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 R C I VU L) : �r �� u, GdUMI NO. DATE DESCRIPTION s REVISIONS O t SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration #1704 e -mail: smila @bellsouth.net www.smila.net TITLE POTTED PLANT SCALE PROJECT NO. POT MATERIAL AS 0211 DATE SPECIFIED ON PLANS CHECKED 04 -12 -02 PLANTER SOIL MIX AS •:.;.•`', . SPECIFIED SEASHORE PASPALUM L- I " (MIN.) OF CLEAN ( ROOLED AFTER LA` ING) YELl.OV/ SAND 1/4" SAND TOP DRESS, ;;`• ;'. FILTER CLOTH RAKE * GRADE INTO SOD * WATER IN 2" (MIN.) WASHED CRUSHED STONE SAND � FOR OVELING 5 POTTED PLANT DETAIL L_8 SCALE: 112" = PO" WALL OR COLUMN DRILL HOLE * FILL WITH POLYVINYL SEALANT 3/100 ST. 5TL. SCREW EYE TIE KNOT TO LEAVE AMPLE SPACE FOR PLANT GROWTH PLASTIC SCREW SLEEVE INSERTED IN WALL (AFTER POLYVINYL SEALANT IS INJECTED IN HOLE) VINING PLANT AS INDICATED ON PLAN 8 WALL PIN DETAIL L_ st SCALE: 1/2" = 1 10" 6 SOD PLANTING DETAIL L_8 SCALE: 112" = I'0" \ AA!_- IA- \A /A11 �J �J 3' _J U (tyr WALL ELEVATION SCALE: 114" = 1'0" PAGE PIN DETAIL � GUYING WIRE DETAIL L -8 MA50NARY WALL .024 GA. STAINLESS STEEL WIRE STAINLESS STEEL SCREW WASHER PLASTIC RING PLASTIC ANCHOR - FILL W/ POLY5EAL CAULKING BEFORE INSERTING SCREW The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 R C I VU L) : �r �� u, GdUMI NO. DATE DESCRIPTION s REVISIONS O t SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration #1704 e -mail: smila @bellsouth.net www.smila.net TITLE Landscape Details SCALE PROJECT NO. 1/211 = 1' 0" 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. APP 15 200 L- 8 OF 9 LANDSCAPE SPECIFICATIONS GENERAL CONDITIONS SCOPE 1. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, ETC., NECESSARY FOR THE EXECUTION OF THE WORK AS HEREIN SPECIFIED AND SHOWN ON THE DRAWINGS. 2. THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL MATERIAL IN ACCORDANCE WITH SOUND NURSERY PRACTICE AND SHALL PERFORM MAINTENANCE AND WATERING UNTIL FINAL COMPLETION AND ACCEPTANCE BY THE LANDSCAPE ARCHITECT. EXAMINATION OF DRAWINGS AND SITE 1. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE AND FULLY ACQUAINT HIMSELF WITH ALL OF THE EXISTING CONDITIONS IN ORDER THAT NO MISUNDERSTANDING MAY AFTERWARDS ARISE AS TO THE CHARACTER OR AS TO THE EXTENT OF THE WORK TO BE DONE, AND LIKEWISE, IN ORDER TO ADVISE AND ACQUAINT HIMSELF WITH ALL PRECAUTIONS TO BE TAKEN IN ORDER TO AVOID INJURY TO PERSONS OR PROPERTY OF ANOTHER. NO ADDITIONAL COMPENSATION WILL BE GRANTED BECAUSE OF ANY UNUSUAL DIFFICULTIES THAT MAY BE ENCOUNTERED IN THE EXECUTION OR MAINTENANCE OF ANY PORTION OF THE WORK. ANY DISCREPANCIES, OR OMISSIONS OR DOUBTS AS TO MEANING SHALL BE COMMUNICATED TO THE LANDSCAPE ARCHITECT, WHO WILL MAKE ANY INTERPRETATIONS HE/SHE DEEMS NECESSARY. PLANT LI5T 1. ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE DRAWINGS SHALL BE CONSIDERED AS CORRECT ON THE DRAWINGS. PROTECTION OF PUBLIC AND PROPERTY 1. THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK AGAINST INJURY FROM ANY CAUSE AND SHALL PROVIDE AND MAINTAIN ALL NECESSARY GUARDS FOR THE PROTECTION OF THE PUBLIC. HE SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO A PERSON OR PROPERTY WHICH MAY OCCUR AS A RESULT OF HI5 FAULT OR NEGLIGENCE IN THE EXECUTION OF THE WORK. 2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN WORKMAN'S COMPENSATION, COMPREHENSIVE GENERAL LIABILITY INSURANCE ($1 ,000,000) AND PROPERTY DAMAGE INSURANCE ($1 ,000,000.00). A COPY OF THE CERTIFICATE OF INSURANCE MUST BE FURNISHED TO OWNER. le JfMA C? 1. THE GUARANTEE PERIOD FOR ALL MATERIAL SHALL BEGIN AFTER FINAL APPROVAL BY LANDSCAPE ARCHITECT. 2. ALL MATERIAL EXCEPT 50D SHALL BE GUARANTEED FOR ONE YEAR PROVIDED IT RECEIVES PROPER MAINTENANCE (AS PRESCRIBED BY THE LANDSCAPE CONTRACTOR) BY THE OWNER AND 15 NOT DAMAGED OR DESTROYED BY HURRICANES OR OTHER CAUSES BEYOND THE CONTRACTOR'S CONTROL. 3. IT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT THE OWNERS NEGLECT TO PROVIDE PROPER CARE OF THE MATERIAL. 4. ALL REPLACEMENT COST OF GUARANTEED MATERIAL, INCLUDING EQUIPMENT, AND LABOR, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AWARD OF CONTRACT 1. ONLY UNIT PRICE - INSTALLED BIDS FOR THE WORK WILL BE ACCEPTABLE. HOWEVER, THE OWNER RETAINS THE RIGHT TO DELETE PORTIONS OF THE WORK FROM THE CONTRACT AND /OR AWARD SEPARATE CONTRACTS FOR PHASES OF THE PROJECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS WHEN SUCH REJECTIONS ARE IN THE INTEREST OF THE OWNER. EXECUTION OF THE WORK 1. THE LANDSCAPE CONTRACTOR SHALL HAVE HI5 LABOR CREW5 CONTROLLED AND DIRECTED BY A LANDSCAPE FOREMAN WELL VERSED IN PLANT MATERIALS, PLANTING, READING OF BLUEPRINTS AND COORDINATION BETWEEN JOB AND NURSERY IN ORDER TO EXECUTE INSTALLATION RAPIDLY AND CORRECTLY. Ly1�j ti 4 1. WATER SOURCE SHALL BE FURNISHED BY THE OWNER. 2. IT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO COORDINATEHI5 WORK WITH IRRIGATION CONTRACTOR. 3. ALL PLANT MATERIAL INSTALLED PRIOR TO THE INSTALLATION OF THEW IRRIGATION SYSTEM SHALL BE WATERED WITH A TEMPORARY SYSTEM BY THE LANDSCAPE CONTRACTOR GRADING I. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5U5GRADE OF LANDSCAPE AREAS UNLESS OTHERWISE SPECIFIED. THE TERM 5UBGRADE SHALL BE DEFINED AS 4 " -G" BELOW FINISH GRADE UNLESS OTHERWISE NOTED ON PLANS. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHED AND FINE GRADING WITHIN PLANTER BED5 AND THE FILLING OF PLANTER BOXES. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXCESS 501L AND DEBRIS ACCUMULATED DURING H15 WORK. 3. THE 50D CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE IN ALL SODDED AREAS. SEE SPECIFICATIONS RELATING TO SPECIES GROWERS. DIGGING 1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK SO AS NOT TO DAMAGE EXISTING WORK, INCLUDING UNDERGROUND AND OVERHEAD PIPES AND CABLES. SHOULD SUCH UNDERGROUND AND OVERHEAD OBSTRUCTIONS BE ENCOUNTERED WHICH INTERFERE WITH PLANTING, THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS TO CLEAR SUCH OBSTRUCTION OR MOVE THE OBSTRUCTION. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HI5 WORK. PLANTING PITS I . EXCAVATE CIRCULAR PITS WITH VERTICAL 51 DES FOR ALL PLANTS, EXCEPT FOR HEDGES AND PLANTS SPECIFICALLY DESIGNATED TO BE PLANTED IN BEDS. DIAMETER OF PITS OF TREES AND SHRUBS SHALL BE AT LEAST 1/3 LARGER THAN THE DIAMETER OF THE BALL. 2. EXCAVATE PLANTING PITS AND PLANTING BEDS, PREPARE FINE 5UBGRADE THROUGHOUT ALL PITS AND BEDS, AND PLACE THE PLANTS TO BE PLANTED FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE INSTALLATION PRUNING 1. REMOVE DEAD AND BROKEN BRANCHES FROM ALL PLANT MATERIAL IMMEDIATELY. PRUNE TO RETAIN TYPICAL GROWTH HABIT OF INDIVIDUAL PLANTS WITH AS MUCH HEIGHT AND SPREAD AS 15 PRACTICAL. 2. HEDGE MATERIALS TO BE PULLED IN, TIED AND TRIMMED TO VERTICAL AFTER INSTALLATION, WF11 A FINISHED APPEARANCE UNLESS OTHERWISE N07ED. TREE BRACING AND GUYING 1. LARGE TREES AND PALMS SHALL BE BRACED WITH CYPRESS POLES OR CLEAN LUMBER. BRACES SHALL BE PAINTED MATTE GREEN FINISH. 2. SMALL TREES SHALL BE GUYED IN THREE DIRECTIONS WITH THREE STRANDS OF NO. 12 GALVANIZED WIRE ATTACHED TO ANCHORS DRIVEN BELOW GRADE. WIRES WHICH COME IN CONTACT WITH THE TREE ARE TO BE ENCASED IN RUBBER HOSE. PLANT MATERIALS 1. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO THE NAMES GIVEN IN HOKTU5 III AND IN STANDARDIZED PLANT NAMES, 1942, LATEST EDITION. PREPARED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, NAMES OF VARIETIES NOT INCLUDED THEREIN, CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. 2. QUALITY: PLANTS SHALL HAVE A HABIT OF GROWTH THAT 15 NORMAL FOR THE SPECIES AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECT PESTS, PLANT DISEASES AND INJURIES. TREES SHALL BE HEAVILY BRANCHED, OR IN PALMS, HEAVILY LEAFED. REQUIREMENTS FOR THE MEASUREMENT, BRANCHING GRADING, QUALITY, BALLING AND BURLAPPING OF PLANTS IN THE PLANT LISTS GENERALLY FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND THE AMERICAN STANDARD FOR NURSERY STOCK. PLANT MATERIAL SHALL BE GRADED AS SPECIFIED ON THE DRAWINGS. GRADES SHALL CONFORM TO GRADES AND STANDARDS FOR NURSERY STOCK, STATE PLANT BOARD OF FLORIDA. PALMS WITH MARRED OR BURNED TRUNKS WILL NOT BE ACCEPTED. PLANTS WITH BROKEN, DAMAGED, OR INSUFFICIENT BALLS WILL BE REJECTED. ALL PLANTS SHALL BE FLORIDA FANCY. 3. SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. PLANTING SOIL GROUND COVER BEDS- REMOVE G" OF EXISTING 501L AND FILL IN WITH G" OF APPROVED SOIL. MIX IN WITH 50% BACKFILL. SHRUB BEDS - REMOVE G" OF EXISTING SOIL AND FILL WITH G" OF APPROVED SOIL. MIX IN 50% BACKFILL. TREE PITS - REMOVE SOIL IN THE AMOUNT OF 1/3 LARGER THAN THE BALL OF THE TREE AND REPLACE WITH APPROVED TOP SOIL. PALMS- REMOVE 501L IN THE AMOUNT OF 1/3 LARGER THAN THE BALL OF THE PALM AND REPLACE WITH CLEAN YELLOW SAND FREE OF WEEDS. ALLGRO STANDARD MIX 501L (APPROVED 501Q 1. SOLE SOURCE - FROM ATLAS PEAT * 501L INC., P.O. BOX 3867, BOYNTON BEACH, FLORIDA, 33424 -3867, (5G 1) 734 -7300 2. CO- COMPOST CON515TING OF YARD TRIMMINGS AND BIO5CLID5. THE DEFINITION OF ALLGRO 501L OR APPROVED CO- COMPOST 15 AS FOLLOWS: 5I05CLID5 CO- COMPOST SHALL CONSIST OF A STABILIZED MIXTURE OF GROUND YARD TRIMMINGS AND 51050LID5 PROCESSED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF SEWAGE SLUDGE COMPOST. COMPOSTED 5I05OLID5 SHALL ONLY BE OBTAINED FROM FACILITIES OPERATING IN COMPLIANCE WITH A VALID PERMIT FOR THE COMPOSTING OF 51050LID5, PRODUCING A CLASS AA RESIDUAL PRODUCT, AND STORING PRODUCT ON A PAD WITH A CURRENT NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF AGRICULTURE. ALLGRO SOIL OR THE COMPOSTED BIOSOLIDS SHALL HAVE THE FOLLOWING CHARACTERISTICS: - WEED FREE - WATER HOLDING CAPACITY - 200% BY WEIGHT MINIMUM - MOISTURE CONTENT - 50% BY WEIGHT MAXIMUM - CARBON TO NITROGEN RATIO - LE55 THAN 25 TO 1 - ORGANIC MATTER CONTENT - 40% BY DRY WEIGHT MINIMUM - SOLUBLE SALTS - LE55 THAN 3 MHZ / CM - PH- 7.0 -7.9 - STABILITY (RESPIRATION / CO2 EVOLUTION) - 4.0 MAXIMUM - MINIMUM NUTRIENT LEVELS AS FOLLOWS: MACRO NUTRIENTS NITROGEN (N) - 1.0% MINIMUM, WATER INSOLUBLE NITROGEN 90% MIN. PHOSPHORUS (P) - 0.5% MINIMUM POTA551UM (K) - 0.2% MINIMUM OTHER MACRO AND MICRO NUTRIENTS THE COMPOST SHALL CONTAIN LEVELS OF TH05E MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. THESE INCLUDE CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE, AND MOLYBDENUM. COMPOST NOT MEETING THESE REQUIREMENTS WILL NOT BE ACCEPTED. 1. 501L FOR PLANTING TREES, SHRUBS AND GROUND COVER SHALL BE ALLGRO 501L UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 2. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO REMOVE ANY EXCESS 501L AND DEBRIS FROM THE SITE. REFER TO THE GRADING PLAN AND GRADING SPECIFICATIONS. FERTILIZER 1. TREES USE ONE 320 GRAIN AERIFORM PLANTING TABLET PER 112" TRUNK DIAMETER. SPACE EQUALLY AROUND AT 2/3 DEPTH OF BALL. 2. SHRUBS AERIFORM PLANTING TABLETS SHALL BE USED AS FOLLOWS: GALLON CAN MATERIAL: 2 EGG CAN MATERIAL: 4 LERIO CAN AND LARGE B *B MATERIAL: 6 3. 50D USE 8 -10 -10 FERTILIZER WITH TRACE ELEMENTS APPLIED AT THE RATE OF 15 L55. PER 1000 5Q. FT. PRIOR TO LAYING SOD. 5ABAL PALMS 1. 5ABAL PALMS SHALL HAVE A MINIMUM TRUNK DIAMETER OF 12" MEASURED 2' ABOVE GROUND. ROOT BALL SHALL BE A MINIMUM OF 4' IN WIDTH. HEDGES 1. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FULL MATERIAL TO PRODUCE A SOLID SCREEN FROM THE TOP OF THI5 HEDGE TO THE BASE. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO ADD FILLERS TO THE HEDGE AS NEEDED TO PRODUCE A SOLID FULL TO BASE (F.T.B.), SCREEN TO BE INCLUDED IN THE CONTRACTED PRICE. 3. PLANT MATERIAL WITH WEAK OR THIN FOLIAGE WILL NOT BE ACCEPTED. VINES 1. MATERIALS * INSTALLATION OF VINE SUPPORTS SHALL BE INCLUDED IN UNIT C05T OF VINE SPECIFIED 50DDING I. THE LANDSCAPE CONTRACTOR SHALL 50D ALL AREAS INDICATED AND NOTED ON THE DRAWINGS. 2. NO SODDING SHALL OCCUR UNTIL ALL AREAS TO BE SODDED ARE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, THE GROUND BROUGHT TO AN EVEN GRADE AND SPECIFIED AMENDMENTS HAVE 6EEN ADDED. SEE DETAILS FOR SPECIFIC AMENDMENTS AS PER 50D TYPE. 3. THE 50D SHALL BE FIRM, TOUGH TEXTURE, HAVING A COMPACTED GROWTH OF GRA55 WITH GOOD ROOT DEVELOPMENT. IT SHALL CONTAIN NO NOXIOUS WEEDS, OR ANY OTHER OBJECTIONABLE VEGETATION, FUNGUS, INSECTS OR DISEASE. PREPARATION OF AREAS SHALL BE PERFORMED WELL ENOUGH IN ADVANCE TO ALLOW SUFFICIENT TIME TO WORK PROPERLY. THE 501L EMBEDDED IN THE 501) SHALL BE GOOD, CLEAN EARTH, FREE FRCM STONES AND DEBRIS. THE 50D SHALL BE FREE FROM FUNGUS, VERMIN, AND OTHER DISEASES. 4. BEFORE BEING CUT AND LIFTED, THE 50D SHALL HAVE BEEN MOWED AT LEAST THREE TIMES WITH A LAWN MOWER, WITH THE FINAL MOWING NOT MORE THAN SEVEN DAYS BEFORE THE 50D 15 CUT. THE SOD SHALL BE CAREFULLY CUT INTO UNIFORM DIMENSIONS. 5. SOLID 50D SHALL BE LAID WITH CLOSELY ABUTTING JOINTS WITH A TAMPED OR ROLLED EVEN SURFACE. G. WATERING SHALL BE ACCOMPLISHED UNTIL ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECT. 7. MAINTENANCE OF MATERIAL SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR UNTIL FINAL APPROVAL OF LANDSCAPE ARCHITECT. 8. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BRING THE 50D EDGE IN A NEAT, CLEAN MANNER TO THE EDGE OF ALL PAVING AND SHRUB AREAS. 9. SEE PLANS FOR DETAILS. RE: 50D VARIETIES 10. ± I " OF LEVELING SAND 15 REQUIRED PRIOR TO INSTALLATION OF PA5PALUM. I I. ALL SOD AREA SHALL BE TREATED WITH 'ROUND UP' TWO WEEKS PRIOR TO INSTALLATION FOR REMOVAL OF ANY EXISTING OBJECTIONABLE PLANTS. DOSAGE AND APPLICATION PER MANUFACTURERS SPECIFICATIONS. CLEAN UP 1. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HI5 EMPLOYEES OR WORK. HE SHALL LEAVE ALL PAVED AREAS "BROOM CLEAN" WHEN COMPLETED WITH THE WORK. 2. MARKS AND DAMAGE TO EXISTING PAVING MATERIALS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND REMOVED AND REPLACED OR CLEANED. PLANT LIST Quantity Scientific Nave Common Nave Planting Size 6 Alocasia portadora Portadora Lity 7 -Gat 13 Annuals Annuals (as specified) 1 -Gat 256 Annuals Annuals (as specified) 4' pots 3 Argyreia nervosa Silver Morning Glory 3 -Gal 3 Asclepias curassavica 'Silky Gotd' Yellow Ascleplas 3 -Gat 52 Begonia odorata 'alba' White Angel Begonia 3 -Gal 2 Brugmansla X candlda Anget's Trumpet, Salmon 15 -Gal, 8' ht. 515 Buxus mlcrophylla japonica Japanese boxwood 1 -Gat 1 Citrus slnensis 'Valencia Orange' Valencla Orange 10' spd 1 Citrus x paradisi 'Ruby' Ruby Red Grapefruit 10' spd 10 Coreopsis leavenworthil Leavenworth Tickseed 1 -Gat 1 Dombeya 'Seminole' Dombeya Seminole 5' x 5', 25 Gal. 14 Dypsis lutescens Areca Palm 15' oa - full 165 Ficus microcarpa 'Green Island' Ficus Green Island 3 -Gal 543 l,f, Ficus nitida Cuban Lauret 10' ht, f.t,b. 24 Galphimia gracilis ThryaWs 3 -Gal 26 Gardenia augusta 'Miami Supreme' Miami Supreme Gardenia 30'x30' 2 Hibiscus 'Anderson Crepe Hibiscus' Anderson Crepe Hibiscus 10 -gal, 8' ht. bush 5 Hibiscus 'grafted' Hibiscus 3 -Gal, 18' o/c 5 Homatomena 'Emerald Green' Emerald Green 1 -Gat 1 Musa acuminata 'Cavendish' Cavendish 10 -gal, 6' -8' multi 37 Neomarica gracitls Watking Iris 1 -Gal 34 Neomarica longifotia Fan Iris 1 -Gat 1 Persea americana Avocado 10' ht. 3 Phoenix dactytifera 'Tunis' Tunis date palm 8' c, t. 58 l.f. Podocarpus macrophyttus Yew podocarpus 5' ftb 16 Ruellia brittoniana 'Purple Showers' Purple Showers Rueltla 3 -Gal 29 Salvia 'Indigo Spire' Blue Salvia 3 -Gat 54 Salvia coccinea 'Snow Nymph' White Salvia 1 -Gat 1 Stretitzla nicoltil White Bird Of Paradise 12' b &b 5 Tabernaemontana divaricata Pinwheel Jasmine 15 -Gal, 413 Trachelospermum aslaticum 'minima' Minima Jasmine 1 -Gat 24 Trachelospermum jasminoldes Confederate Jasmine 7 -Gal, train to wall 3 Wodytia bifurcata Foxtait Palm 7' c.t, 9,500 s,f. Paspalum Sod See Specifications 30 c.y. Yellow Sand For teveting 18 c.y. JAUGro Standard soil See Specifications 9 C. Y. I Melatuca Mutch See Specifications The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 Pik F � 1," 01 NO. DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 0206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration 0223 & *295 NY registration * 1704 e -mail: smilal�bellsouth.net www.smila.net TITLE Landscape Specifications SCALE PROJECT NO. N/A 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. �HEET90F9 BUMBLE —UP GRATE 6 4.00 18" NYLOPLAST DRAIN 5ASIN WITH BAFFLE- GRATED 5.00 ! 6" PVC INVERT N2-S50 ! If T i Ar S .__. -__ _ • ter- . _ . ,r+�° ° DRY RETENTION AREA LOW PRESSURE LIFT STATION AND FORCE MAIN PER GULFSTREAM ( I tu UTILITY STANDARDS AND / SPECIFICATIONS ss > > —> -� 1 `sus !i tu I (�� I II I! a -- I � � El !Z lu } 1 EXISTING SEPTIC TO 5E A5ANDONED PER ro4E —& F ONE I SPECIFICATIONS I I r– —/ L;TnDY DF I1i�i�1C`� n, ( i I I ( I 6" PVC BUTS -OUT 4'W x 3'D x 38'L EXFILTRATION 8" PVC FOR ROOF DRA{NS TRENCH WITH S" PEW. PVC INVERT 250 INVERT a 3.00 TOP OF TRENCH 400 ! PIPE INVERT * 2.00 I I I I 8" PVC INVERT 2.50 8" PVCI INVERT 2501 I I I 6_0�0 5.25 L - - -- I �--� 4� ..._ ° —. .— °— •— •— •— • —• — ° —° -550—•—.—.—.—.—•— •— •— °— •— °— •— •— •— •— •— °— •— • —• - -- 550 —._ 4 •—•---•—•—•—•---•—•—•—•- -- •— •— •— •--- •— •— •— •— •— •— • - - -•—• -550 18" NYLOPLAST DRAIN L WE 5ASIN WITH BAFFLE GRATE+ 5.00 proposed site grading /drainage plan 0,'N ,,, Iq LEGAL DESCRIPTION LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MOTE SITE PLAN DEPICTED 18 BASED ON A SURVEY PREPARED SY 015RIER SUITER d O`BRtEN, INC- JOB NUMBER 91 -243D, DATED NOVEMBER 11, 1991. I l ! I I I I I I ! ! f ! I I ! I I I ! ! ! I ! ! ! 0 ! I I IS" NYLOPLAST DRAIN BASIN WITH BAFFLE GRATE-0 500 01 1 o� F N J J' 1� t 3 BUBBLE —UP GRATE 0 4.00 r Q (Y 1-a_I Q V) Q 0 U LA F- Z BMYM RD. Z Q W U 0 Z Q Z9 LOCATION tlAf= .F._..:f N.T -S. AREA CALCULATIONS SITE AREA 2 22,125 SQ. FT. EXISTING AREA CALCULATIONS EXIST. FIRST FLR A/C 3 3014 5Q, FT. EXIST. GARAGE r roil SQ. FT. TOTAL 5UILDING AREA 3 3.151 SQ, FT. 1 11% E.KIST. LANDSCAPE AREA 1 13,320 SQ. FT. 6 60.29. EXISTING POOL AND IMPERVIOUS 5 5,054 50. FT. 2 22,6% SURFACES TOTAL A REA 2 22,125 SQ, FT. 1 100% ALLOWABLE FLOOR AREA RATIOS FIRST 20000 SQ FT. X 33 6 6000 5Q. FT. NEXT 2,125 SQ. FT. X 20 3 320 .SQ. FT. TOTAL ALLOWA5LE 6 6,920 SQ. FT. Douglas G. Winter Florida P.E. #35658 LEGEND EXISTING ELEVATION PER PROJECT REPRESENTATIVES PROPOSED ELEVATION — —5.50— — — PROPOSED ELEVATION CONTOUR <— FLOW DIRECTION RE E I V EXFILTRATION TRENCH A Pr5i 2,01, Q AREA DRAIN C ~'a s a 1!�i STORM PIPING (HDPE OR PVC) 18" NYLOPLAST DRAIN BASIN WITH BAFFLE PERCOLATION TEST LOCATION ROOF DRAIN LOCATION (5Y OTHERS) 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. Zom k4aft ''oft Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9863 Fx: (561) 471 -5075 efl om.-mav�teemg WaterRmwwes Deveh9pymwt Grornidwate/ eo �" i �,�Wetfand/U Ianri bfia Gogre. R va ion/ w Chad M Gruber Florida P.E. #57466 i a Q? u ,v REVISIONS: 9 . . CC) 0 LL N LO r LO LUi • a i • a • .- r a Ly • 2i Z i a a • t s Z LLI 0 N U L N a N +J LU 0 C L 0 0 > ■ C c Cr. Q a ® 0 O L O i 13 � C Q < 0 )— w Z +� ca Q m LL 7 O Q 2 10 0 �X copyright ©20:e1 Thomas M. IGire'*= AIA, P. A. Z LLI 0 N U L N a N +J LU 0 C L 0 0 > ■ C c Cr. Q a ® 0 O L O i 13 � C Q < 0 )— w Z +� ca Q m LL 7 O Q 2 10 0 �X copyright ©20:e1 Thomas M. IGire'*= AIA, P. A. �X copyright ©20:e1 Thomas M. IGire'*= AIA, P. A. 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 shall in general, govern small scale drawing. The contractor shall 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 shall 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 shall be removed from the area and legally disposed. Debris may be burred 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, all 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 fail 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 specifications. 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 shall obtain oil 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 all 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 loss; and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Seacoast Utility Authority 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 CONSTRUCTION INSPECTION CHECKPOINTS A. Prior to any major deviation from the approved plans. B. Prior to backfilling 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 shall 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 failure 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 fails 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- bunts: 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. Elevations: All elevations refer to N.G.V.D. 1929. EXISTING GROUND >� > \` % \y NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE SEE o w \� PIPE O. Q. + 24"--7' SPECIFICATION i- Q •/\ " " w 12 12 PROPOSED PIPELINE ORTHWIEN PROPERTY STORM WATER MANAGF&MUN T CALCULATIONS 1. SITE PLAN DATA: Total lot area = 22,125 sq. ft.. + (0.51 acres The drainage area is considered to be 0.51 acres (22, 125 + sq. &.). The drainage area has been evaluated as follows: A) RWERVIOUS AREAS (Pei various glans, CARD & digital planimeter measurements): TI'FM PROPOSED Building roof line AwaWways /drive 10,168 sq. ft.. Note: square footage has been rounded upward in some instances for estfmating purposes; assumes driveway as impervious and includes roofaverhmW future project aspects. B) PERVIOUS AREAS: TOTAL = (22,125 sq. &. - 10;168 sq. ft..) (1 acre/43,560 sq. &.) = 0.27 acre 2. TOWN OF GULFSTREAM CRITERIAMATA: Retain first i" of rainfall Soil Storage Factor (S) S_ =1.88" assumes: coastal soils compacted soils condition maximum 2' depth to water table 3. ESTIMATED RUNOFF RATE SFWMD Formula.: Q = -0.25 2 P+0.8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall =1.00" S- =1.88" x 0.27 acres = 1.0" 0.51 acres Q [1.00" - 02 (1.00 "h = 0.36" 1.00" + 0.8 (1.00") j t �' � L 12" PVC NL. ""''T i" IMM H-20 RATED GRATE A. WEEP HOLE IN Z OF ORAN SASN ROCK WRAPPED WITW FILTER FABRIC RING 422.0" 1.10" o .�- GRATE 418.0" N . STANDARD GRATE (N -20) RATED DRAM AREA = 981$a NCR MATERIAL: Dt1CTILE IRON QJALITY: MATERIAL SHALL CONFORM 70 ASTM A4& -CLAD 308 PANT: CASTINGS AREA RI,IRl+INED WIT14 BLACK PANT NOTE: INLET TO HAVE MIN. 18" SUMP AND MIN. 12" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET 4. ESTIMATED RUNOFF VOLUME FOR 3 )E6R,1 DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume,a = 0.36" x 0.51 acres x ii x 43,560 sq.& = 667 cu.& TYPICAL EXFILTN;_TION TRENCH. 12in acre Existing site contours and recontourmy, of grades near proposed residential construction will "manage" this volume on -site within designated areas of property. If necessary, storm pipinglex0ration trenches will also be used for on -site areas for additional percolation of runoff SURFACE CONTOURING PER SASE volumes. RESPECTIVE DESIGN PLAN INUNE DIRECT RISER SELECT. BACKFILL:'? 12 INCHES SACKFlLL INLET IN SYSTEM PEA `GRAVEL 6 INCHES GRAVEL UNSATURATED 6 INCHES H2 PIPE COVER INNING OF SYSTEM H D DEPTH MINIMUM o RISER INLET u PIPE 12 INCHES PERFORATED MINIMUM PIPE DIAMETER Ds s COARSE ROCK 12 MINIMUM INCHES PIPE BED TRENCH WIDTH RISER ®RISER ALL PEP AND PVC PIPING MALL PEP PIPING, WERE SPECIFIED, PROVIDE A MANNING'S FRICTION FACTOR SHALL E ADS N AN APPROVED EQUIVALENt ALL OF 0.012 OR LESS, (n < 0.012) F?M GS /COUPLINGS SHALL BE V .PRO LINK wr OR 'SERIES 35° L NOTE. SOR 35 OR 900 PVC K(H 2 W + 2H2 Du - Dd2 + �H2 DS } + (1.39x1 d -4 )WDu MTN TO-RING ABS AND SPIGOT EQUAALENT SYSTEMS L = LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE- INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD) H2 = DEPTH TO WATER TABLE (FEET) Du = NON- SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) ELEV. Ann ELEV. 2.0( XFILTRATION TRENCH ENGTH = 76' s •!• !•!.•!•!.!•!•!•!•t•S•!•!•!•!•!. PERFORATED a s COARSE ROCK COARSE ROCK l) IN FILTER FABRIC In A EALTRATION TRENCH DETAIL. -\_JEE PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT IRI&ER INLET: T* rFICAt- IN TA LLASTIOBI N.T.S. IWITS-WRIFF1734 i Tr STANDARD (H -20) RATED DRAIN AREA = 62.7 SQ. INCH HINGED GRATE COVER FOR EASY ACCESS M M LLLLLLLLLL LLLLLLLLL i°� � LLLLLLLLLL 0 o LLLLLLLLLL ® LLLLLLLLLL LLLLLLLLLL o � LLLLLLLLLL' LLLLLLLLLL PEDESTRIAN (H -10) RATED SOLID (RATE DRAiNAREA = 51.0 SO. WCH iT DUCTILE IRON (MATE STANDARD DRAIN AREA = 29.7 SQ. INCH v vyv SOLID DOMED CASM ARE RAIM FOR LOT *M LOAD TRM MW MIMI& 9W W" To AM W - MASS 300 PMT: CAS1 W ARE RAMW W1N OM PAW MATERIAL CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED WITH A BLACK PANT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL A i! A ]DfRAIN DETAIL Douglas G. Winter Florida P.E. *35658 f y fl ;ol � !>3: let .�z�����_ ""'�!_- 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. - Zow 7 &""J, sm Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Pb: (561) 471 -9863 Fm (561) 471 -5075 Ii 0w11E`nvieonznenr uralEnffbwa nlg Water Resource,�Developrnent Grauadwater/Hydr eo ,��Wcce ,hu'd btta t Golf Gi�irse Renave�R��Conslruron I Chad M. Gruber Florida P.E. *57466 t` c U REVISIONS: to Z HAND PLACED SELECT LU MATERIAL IN 6" LIFTS 0 _11�7 o i1 z o X LOWER QUADRANT TO BE SHAPED TO Q s RECEIVE PIPE BELL AND BARREL a� Z� �U U > o Ld 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.KA. 0 STANDARDS. COMPACT TRENCH BACKAH TO 981 OF MAXIMUM DENSITY IN Q o ul ACCORDANCE WITH AASHTO T -180. DENSITY TESTS SHALL BE TAKEN AT 12" s °z LIFTS EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN EASEMENTS. C 2• • BEDDING SHALL CONSIST OF iN -SITU GRANULAR MATERIAL OR WASHED AND • +J 0 > C GRADED LIMEROCK 3/8 " -7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH C N • AS, MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. Q • ® Q O o 0 IL L 3- THE PIPE SHALL BE PLACED IN A DRY TRENCH. 0 4• BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, w IL in 0 Q MUCK, HARDPAN AND DEBRIS. _J 5. SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UNDER EXISTING PAVEMENT -OPEN CUT. 6. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN PERMIT /CONTRACT DOCUMENTS. TRENCH AND 5 CK'ILL DETAIL N.T.S. ORTHWIEN PROPERTY STORM WATER MANAGF&MUN T CALCULATIONS 1. SITE PLAN DATA: Total lot area = 22,125 sq. ft.. + (0.51 acres The drainage area is considered to be 0.51 acres (22, 125 + sq. &.). The drainage area has been evaluated as follows: A) RWERVIOUS AREAS (Pei various glans, CARD & digital planimeter measurements): TI'FM PROPOSED Building roof line AwaWways /drive 10,168 sq. ft.. Note: square footage has been rounded upward in some instances for estfmating purposes; assumes driveway as impervious and includes roofaverhmW future project aspects. B) PERVIOUS AREAS: TOTAL = (22,125 sq. &. - 10;168 sq. ft..) (1 acre/43,560 sq. &.) = 0.27 acre 2. TOWN OF GULFSTREAM CRITERIAMATA: Retain first i" of rainfall Soil Storage Factor (S) S_ =1.88" assumes: coastal soils compacted soils condition maximum 2' depth to water table 3. ESTIMATED RUNOFF RATE SFWMD Formula.: Q = -0.25 2 P+0.8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall =1.00" S- =1.88" x 0.27 acres = 1.0" 0.51 acres Q [1.00" - 02 (1.00 "h = 0.36" 1.00" + 0.8 (1.00") j t �' � L 12" PVC NL. ""''T i" IMM H-20 RATED GRATE A. WEEP HOLE IN Z OF ORAN SASN ROCK WRAPPED WITW FILTER FABRIC RING 422.0" 1.10" o .�- GRATE 418.0" N . STANDARD GRATE (N -20) RATED DRAM AREA = 981$a NCR MATERIAL: Dt1CTILE IRON QJALITY: MATERIAL SHALL CONFORM 70 ASTM A4& -CLAD 308 PANT: CASTINGS AREA RI,IRl+INED WIT14 BLACK PANT NOTE: INLET TO HAVE MIN. 18" SUMP AND MIN. 12" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET 4. ESTIMATED RUNOFF VOLUME FOR 3 )E6R,1 DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume,a = 0.36" x 0.51 acres x ii x 43,560 sq.& = 667 cu.& TYPICAL EXFILTN;_TION TRENCH. 12in acre Existing site contours and recontourmy, of grades near proposed residential construction will "manage" this volume on -site within designated areas of property. If necessary, storm pipinglex0ration trenches will also be used for on -site areas for additional percolation of runoff SURFACE CONTOURING PER SASE volumes. RESPECTIVE DESIGN PLAN INUNE DIRECT RISER SELECT. BACKFILL:'? 12 INCHES SACKFlLL INLET IN SYSTEM PEA `GRAVEL 6 INCHES GRAVEL UNSATURATED 6 INCHES H2 PIPE COVER INNING OF SYSTEM H D DEPTH MINIMUM o RISER INLET u PIPE 12 INCHES PERFORATED MINIMUM PIPE DIAMETER Ds s COARSE ROCK 12 MINIMUM INCHES PIPE BED TRENCH WIDTH RISER ®RISER ALL PEP AND PVC PIPING MALL PEP PIPING, WERE SPECIFIED, PROVIDE A MANNING'S FRICTION FACTOR SHALL E ADS N AN APPROVED EQUIVALENt ALL OF 0.012 OR LESS, (n < 0.012) F?M GS /COUPLINGS SHALL BE V .PRO LINK wr OR 'SERIES 35° L NOTE. SOR 35 OR 900 PVC K(H 2 W + 2H2 Du - Dd2 + �H2 DS } + (1.39x1 d -4 )WDu MTN TO-RING ABS AND SPIGOT EQUAALENT SYSTEMS L = LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE- INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD) H2 = DEPTH TO WATER TABLE (FEET) Du = NON- SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) ELEV. Ann ELEV. 2.0( XFILTRATION TRENCH ENGTH = 76' s •!• !•!.•!•!.!•!•!•!•t•S•!•!•!•!•!. PERFORATED a s COARSE ROCK COARSE ROCK l) IN FILTER FABRIC In A EALTRATION TRENCH DETAIL. -\_JEE PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT IRI&ER INLET: T* rFICAt- IN TA LLASTIOBI N.T.S. IWITS-WRIFF1734 i Tr STANDARD (H -20) RATED DRAIN AREA = 62.7 SQ. INCH HINGED GRATE COVER FOR EASY ACCESS M M LLLLLLLLLL LLLLLLLLL i°� � LLLLLLLLLL 0 o LLLLLLLLLL ® LLLLLLLLLL LLLLLLLLLL o � LLLLLLLLLL' LLLLLLLLLL PEDESTRIAN (H -10) RATED SOLID (RATE DRAiNAREA = 51.0 SO. WCH iT DUCTILE IRON (MATE STANDARD DRAIN AREA = 29.7 SQ. INCH v vyv SOLID DOMED CASM ARE RAIM FOR LOT *M LOAD TRM MW MIMI& 9W W" To AM W - MASS 300 PMT: CAS1 W ARE RAMW W1N OM PAW MATERIAL CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED WITH A BLACK PANT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL A i! A ]DfRAIN DETAIL Douglas G. Winter Florida P.E. *35658 f y fl ;ol � !>3: let .�z�����_ ""'�!_- 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. - Zow 7 &""J, sm Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Pb: (561) 471 -9863 Fm (561) 471 -5075 Ii 0w11E`nvieonznenr uralEnffbwa nlg Water Resource,�Developrnent Grauadwater/Hydr eo ,��Wcce ,hu'd btta t Golf Gi�irse Renave�R��Conslruron I Chad M. Gruber Florida P.E. *57466 t` c U REVISIONS: to VFW' Z LU 0 i N U X N s �r • s fb N 0 a 4-J ul s 0 4J • • C • • +J 0 > C C N • Q • ® Q O o 0 IL VFW' 1® copyright c 101 Thomas M. Kirchhoff NA, P. A. Z LU 0 N U X N v fb N 0 4-J ul 0 4J C 0 +J 0 > C C N w Q -a C ® Q O o 0 IL C ad Z Q 0 } QI w IL in 0 Q o _J 1® copyright c 101 Thomas M. Kirchhoff NA, P. A. s ARC= 34* 791 RADIUS = 0' C.A. = 99-39'45 e r -T I Ni V� FOUND 2" X 2,. (NO C. BER) Ei � U J J © COPYRIGHT 1997 0 BRIEN, SUITER & 0 BRIEN, INC. LEGEND. j = CENTERLINE CONC. = CONCRETE COVD. = COVERED h ---- = CHAIN LINK FENCE mI = OVERHEAD UTILITY L _ s C.A. = CENTRAL ANGLE � P = PLANTER; FLOOD ZONE. • A5 (EL 7) tiv a DESCRIPTION.• LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PL T THEREOF AS RECORDED IN PL T BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SUR VE Y 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 61617 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.127, FLORIDA STATUTES. PAUL D . .,ENGLE - NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION ILB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE- JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY SCALE: NOVEMBER 17, 1997 1„ = 20' FIELD BOOK PAGE NO. ORDER NO.: D.237 77 97 -243d D. 106 5 BUBBLE -UP GRATE 6 4Z0 EXISTING ONE STORY RESIDENCE T 7 .......... ........ 40 .4.50 t DRY RETENTION AREA ff LOW PRESSURE LFT STATION AND FORCE MAIN PER GULFSTREAM tu UTILITY STANDARDS AND SPECIFICATIONS SS > if U, li 611 PVC SUT5-OUT 4'W x 3'0 x 38L E)T-ILTRATION a.. F:lvC FOR ROOF DRANS TRENCH WITH 5" PER=- PVC INVERT 0 2.50 INVERT 0 aAw TOP OF TRENCH * 4D0 PIPE INVERT 2D0 6" PVC INVERT 0 2.50 8" PVC' INVERT 0 2501 4 -ILQO-* — .— .— .----- - -• —•- 5.50— . —. —.— ...... ...... ...... ....... 5 50 4 .—,—,---.—.—.-----.------- .— ,----- .--- ,— .--- .— .— . —. —. -- -5.50 16" NYLOPLAST DRAIN BASIN WITH BAFFLE C-d;;.ATE* BDo n proposed site gradhglaraphage p�an scale: I/all = 1'-Olf LEGAL DESCRIPTION LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN FLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. NOTE 8,117E PLAN DEPICTED 18 BASED ON A SURVEY PREPARED BY 01MRJER SUrMR 4 OBRIER INC- X6 NUMBER 91-243D, DATED NOVEMBER 1-1, MI. 1 �f ro PVC lNvr-QT -a *2�O 18" NYLOPLAST DRAIN BASIN WITH BAFFLE GRATE* 5-00 1 Lit U) 0 Ld F— Z 0 NORTH O LccATlc�l �14J� T.S. \j tL -A :31 El GRATE a 4D0 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 15 THE CONTRACTOR'S PE5PONSIE31LITY TO NOTIFY ALL EXISTING UTILITIES FOP- FIELD LOCATION OF UNDEP-CIZZOUNO UTILITIES POOP, TO ANY CONSTPUCTION ACTIVITIES. Zom kle*4 7 &"Us$ 49M Certificate of Authorization *5601 4047 Okeechobee BlvcL, Suite 222 West Pahn Beach FL 33409 If Ph: (561) 471-9863 Fx: (561) 471-5075 W .t",R,===E,V Gromidmter Wel, 'U I vyWt eiBY __Ip Gaff Course Iltnottva. i1or�'Constrz�ictHIa 0.4 6 MIN .7-- LC 1. IREVISION S: C-) LL- L— C) 0. w® () cr � LEGEND LLI 2Z 0"- 06) C) EXISTING PER ELEVATION I ®0 PROJECT REPRESENTATIVES �-- Q IL n1c PROPOSED ELEVATION 5.50 PROPOSED ELEVATION CONTOUR <-- FLOW DIRECTION EXI=ILTRATION TRENCH Uj [FBI AREA DRAIN 0 4-J STORM PIPING (HDPE OR PVC) 0) C 16" NYLOPLAST DRAIN BASIN WITH BAFFLE G PERCOLATION TEST LOCATION > 0 SOIL I C 0 L ROOF DRAIN LOCATION (BY OTHERS) GRATE a 4D0 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 15 THE CONTRACTOR'S PE5PONSIE31LITY TO NOTIFY ALL EXISTING UTILITIES FOP- FIELD LOCATION OF UNDEP-CIZZOUNO UTILITIES POOP, TO ANY CONSTPUCTION ACTIVITIES. Zom kle*4 7 &"Us$ 49M Certificate of Authorization *5601 4047 Okeechobee BlvcL, Suite 222 West Pahn Beach FL 33409 If Ph: (561) 471-9863 Fx: (561) 471-5075 W .t",R,===E,V Gromidmter Wel, 'U I vyWt eiBY __Ip Gaff Course Iltnottva. i1or�'Constrz�ictHIa 0.4 6 MIN .7-- LC 1. IREVISION S: C-) LL- L— C) 0. rl w® () cr � LLI 2Z 06) C) CD ®0 T— 57 0 �-- Q IL rl �11 copyright @ 2001 Thomae M. KircktioFf AIA P., DATE: APRIL 12,20M tSSUED FOR: DRAWN BY: JJK CHECKED BY: CC,/DW SCALE: 1/8" . P-0" I C1.1 I C 0 -C Uj 0 4-J 0) C .2 > 0 U) C 0 L < C < 0 0 LL -i C < < 0 Ti >- Z < m w (t F- V) LL < 0 11) pe) -1 D 0 �11 copyright @ 2001 Thomae M. KircktioFf AIA P., DATE: APRIL 12,20M tSSUED FOR: DRAWN BY: JJK CHECKED BY: CC,/DW SCALE: 1/8" . P-0" I C1.1 I GENERAL SPECIFICATIONS /NOTES EXISTING GROUND 2 4 K(H2W + 2H2 Du - Du + 2H2Ds) + (1.39xl0 )WDu 1. The contractor shall check all drawings furnished immediately the X LU upon their receipt and shall promptly notify engineer, Doug Vilinter Companies, Inc. in writing of any discrepancies. / \// \ //< NOTE: Anything the drawings in the \ %j j /jX FOR PLACEMENT OF shown on and not mentioned \\ ' \� specifications or mentioned in the specifications and not zc� j // //� BACKFILL OVER PIPE SEE shown on the drawings, shall be of like effect as if shown or o F \j \ \\ PIPE O.D. + 24" / \ \� SPECIFICATION // mentioned in both. 12" 12" // 2. Figure marked on drawings shall, in general, be followed in w / \ \j PROPOSED PIPELINE preference to scale measurements. Large scale drawings shall in drawing. The contractor shalt Du = NON- SATURATED TRENCH DEPTH (FEET) general, govern small scale D = SATURATED TRENCH DEPTH (FEET) compare all drawings and verify the figures before loving out /j + the work and will be responsible for any errors which might have been avoided thereby When dimensions on the drawings \\ HAND PLACER SELECT are affected by the type of equipment selected, the contractor MATERIAL IN 6" LIFTS shall adjust such dimensions as conditions may require. z 3. If the contractor, in the course of the work, finds any o ,_ � o LOWER QUADRANT TO BE SHAPED TO �e discrepancy between the drawings and the physical conditions "' RECEIVE PIPE BELL AND BARREL of the locality, or any error or omissions in the drawings or z oz in the layout as given by points and instructions, or < > 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. discovers unforeseen underground or aboveground conditions or STANDARDS. COMPACT TRENCH BACKFILL TO 987 OF MAXIMUM DENSITY IN any other unexpected conditions requiring additionai work by g Q o ACCORDANCE WITH AASHTO T -180. DENSITY TESTS SHALL BE TAKEN AT 12" the contractor, it shall be his duty to immediately inform the z °z 2-1 Q LIFTS EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN EASEMENTS. engineer, in writing, and the engineer shall promptly check the accuracy of the information. Any work done after such ¢ z 2 discovery, until any necessary changes ore authorized, will be o BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND done at the contractor's risk. > GRADED LIMEROCK 3/8 " -7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVE, D. 4. If any part of the contractor's work depends, for proper L) execution or results, upon the work of any other contractor, ``' 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. the contractor shall inspect and measure work already in place and shall at once report to the engineer any discrepancies 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, between the executed work and the drawings. MUCK, HARDPAN AND DEBRIS. 5. The engineer or his authorized representative shall have free access to the work of the contractor at any time for purpose 5' SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UNDER EXISTING of inspection. The contractor shall furnish the facilities to PAVEMENT -OPEN CUT. determine, as best as can reasonably be done, the nature and quality of the work performed. Such assistance of the 6. contractor shall, if necessary, include the uncovering, THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION testing or removal of portions of finished work. OR AS SPECIFIED IN PERMIT /CONTRACT DOCUMENTS. 6. Debris Removal: All debris shall be removed from the area and T NCH AND (.-.1I \F_ILL DETAIL legally disposed. Debris may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of NTH. 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 TYPICAL EALT TION T `' NC equal or better condition, all pavement, sidewalk, towns, I 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 fail to meet specification as shown herein, the contractor shall at UNSATURATED his expense correct all deficient work and submit laboratory test results showing compliance with these specifications. H2 D DEPTH u 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 shall obtain all IV permits and licenses required to begin work. Ds 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 natiice prior to requesting required inspections and shall supply all CT BAGI<FILL 12 INCHES i BACKFII I 6 INCHES MINIMUM PIPE COVER PIPE 12 INCHES PERFORATED MINIMUM PIPE DIAMETER COARSE ROCt< 12 INCHES PIPE BED MINIMUM Yi TRENCH WIDTH FAr equipment necessary to properly test and inspect the completed work. Z 2 4 K(H2W + 2H2 Du - Du + 2H2Ds) + (1.39xl0 )WDu 12. The contractor shalt guarantee all work and materials for a indemnified and held harmless from any actions of the LU period of one year from the date of project acceptance, during L = LENGTH OF TRENCH REQUIRED (FEET) which oil faulty construction and /or materials shall be regarding safety, personal injury or property damage. corrected at the contractor's expense. V = VOLUME TREATED (ACRE - INCHES) 13. All work shall be accomplished in a safe and workmanlike W = TRENCH WIDTH (FEET) manner. The contractor shall comply with all applicable laws K = HYDRAULIC CONDUCTIVITY (CFS/FT.2 - FT.HEAD) and regulations of any public and /or private body having H2 DEPTH TO WATER TABLE (FEET) jurisdiction for the safety of persons or property or to 2 F. Immediately prior to and upon the first and second protect them from damage, injury or loss; and shall erect and Du = NON- SATURATED TRENCH DEPTH (FEET) maintain all necessary safeguards for such safety and D = SATURATED TRENCH DEPTH (FEET) protection. The responsibility for project safety rests s solely and specifically with the contractor. Seacoast Utility Z Authority and their employees and agents are specifically indemnified and held harmless from any actions of the LU contractor relating to the safety procedures implemented during construction and from any claims brought by any persons ■■ ■III regarding safety, personal injury or property damage. 14. MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS GRADE VARIES A. Prior to any major deviation from the approved plans- j j�j�j�ji B. B. Prior to backfilling of any trenches containing hydraulic conduits, so that jointing may be mutually approved. ELEV. 4.00 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. 0 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. ELEV. 2.00 H. 24 Hour notice before inspection is needed. 15. All unsuitable material such as muck, mart, and debris shall UJ be removed from the limits of construction and legally 12" DIA. disposed. At the engineer's direction, muck may be stockpiled -/ PERFORATED PIPE XALTRATiON TRENCH =NGTH = 76' on the site at designated locations for use in landscaping. ' COARSE ROCK 16. Guaranty. All material and equipment to be furnished and /or 3/4" COARSE ROCK WRAPPED IN installed by the contractor for this project shall be FILTER FABRIC guaranteed for a period of one year from the date of final acceptance thereof, against defective materials, design and 1� JON TRENCH AI workmanship. Upon receipt of notice from the owner of failure NTH of any port 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 fails 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- builts: 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. Elevations: All elevations refer to N.G.V.D. 1929. ORTHW EN PROPERTY STORM WATER MANAGE1M ENT CALCULATIONS 1. SITE PLAN DATA: Total lot area = 22,125 sq. ft.. + (0.51 acres The drainage area is considered to be 0.51 acres (22, 125 + sq. ft..). The drainage area has been evaluated as follows: A) IMPERVIOUS AREAS (Per various plans, CADD & digital, planimeter measurements): ITEM PROPOSED Building roof line /walkways /drive 10,168 sq. ft.. Note: square footage has been rounded upward in some instances for estimating purposes, assumes driveway as impervious and -hides roof overhangs, future project aspects B) PERVIOUS AREAS:. TOTAL= (22,125 sq. tt . - 10,168 sq ft..) (1 acre /43,560 sq. fL.) = 0.27 acre 2. TOWN OF GULFSTREAM CRITERIAIDATA: Retain first V of rainfall Soil Storage Factor (S) S =1.88" assumes: coastal soils compacted soils condition maximum 2' depth to water table 3. ESTIMATED RUNOFF RATE SFWMD Formula: Q = .-21S z P+0.8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall =1.00" S =1.88" x 0.27 acres= 1.00" 0.51 acres Q == E1.00" - 0 2 (LW t = 43611 1.00" + 0.8 (1.00") 4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR.1 DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume = 0.36" x 0.51 acres x ft x 43,560 sq.ft. = 667 eu.ft. 12in. acre Existing site contours and recontouring of grades near proposed residential construction will "manage" this volume on -site within designated areas of property. If necessary, storm piping/ex0tration trenches will also be used for on -site areas for additional percolation of runoff volumes. 12" PVC iNL "TILE IRON N -20 RATED CRATE A. WEEP HOLE IN OM OF DRAIN BA51N ROCK WRAPPED WIT 4 FILTER FABRIC 1 i ILI I • INANE DIRECT RISER INLET IN SYSTEM ALL PEP AND PVC PIPING SHALL PROVIDE A MANNING'S FRICTION FACTOR OF 0:012 OR LESS, (n < 0.012) SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN BEGINNING OF SYSTEM RISER INLET -PEP PIPING, WHERE SPECIFIED, SNAL€ BE BY ADS OR AN APPROVED EQUIVALENT. ALL RTTINGS/COUPUNGS 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 12" CAST IRON GRATE IN I LLTIN N.T.S. 5.0' r I cc== I O (Q O I STANDARD (H -20) RATED DRAM AREA = 627 SO. ITCH HINGED GRATE COYER FOR EASY ACCESS a o LLLLL�LLLL ® LLLLLLLLLL i� ® LLLLLLLLLL ®� LLLLLLLLL o � LLLLLLLLLLL LLLLLLLLL PEDESTRIAN (H -10) RATED SOLID MATE DRAINAREA = 51.0 SQ. INCH 10' DUCTILE IRON (RATE v STANDARD DRAIN AREA = 29.7 SQ. INCH Mm SOLID DOMED WINS AM RAM MR LOT MR. LOIN IRM TO " W - arts$ 106 PANT: CAS1fiGS AM RMOS WN SM PAW MATERIAL: CAST IRON QUALITY. MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 3€B PAINT: CASTINGS ARE FURNISHED MTH A BLACK PANT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL AREA DfRAINI TAIL Douglas G. Winter Florida P.E. #35658 t �s J = � p 111E_ I $k, r L } .. Jk a L v i � r 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 13 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. ;N &"i*p on/1 Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Patin Beach, FL 33409 PIT: (561) 471 -9863 Fx: (561) 471 -5075 CvAlEnvirola. A utwWEMmeeEw Ieowaterse Devekpinet GroLodwe a U bWetkndlp .Proms' et PermitfmgMa- gement GoliCovrse RemrvataonlCoiasiructmn �(2 ?l6z Chad M. Gruber Florida P.E. X57466 �J C r v • r- C� U l,•1- U u Ef REVISIONS: a n Q LL_ L� Q Z V J Q IL LO LO d' d' C0 Do M I) J LO W h LO 17--, LO Il Z) � 0) O� T­ to �- �LO U) °--� W O Z N g O WO Cc W Z Q C 00 O W Z LU ■ ■ s ■ ■ 0 ■■ ■III ■ ■■ 0 U 1 i ILI I • INANE DIRECT RISER INLET IN SYSTEM ALL PEP AND PVC PIPING SHALL PROVIDE A MANNING'S FRICTION FACTOR OF 0:012 OR LESS, (n < 0.012) SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN BEGINNING OF SYSTEM RISER INLET -PEP PIPING, WHERE SPECIFIED, SNAL€ BE BY ADS OR AN APPROVED EQUIVALENT. ALL RTTINGS/COUPUNGS SHALL BE 'PRO LINK Wr OR 'SERIES 35" NOTE: SDR 35 OR 900 PVC WITH O -RING BELL AND SPIGOT JOINTS ARE ACCEPTABLE EQUIVALENT SYSTEMS 12" CAST IRON GRATE IN I LLTIN N.T.S. 5.0' r I cc== I O (Q O I STANDARD (H -20) RATED DRAM AREA = 627 SO. ITCH HINGED GRATE COYER FOR EASY ACCESS a o LLLLL�LLLL ® LLLLLLLLLL i� ® LLLLLLLLLL ®� LLLLLLLLL o � LLLLLLLLLLL LLLLLLLLL PEDESTRIAN (H -10) RATED SOLID MATE DRAINAREA = 51.0 SQ. INCH 10' DUCTILE IRON (RATE v STANDARD DRAIN AREA = 29.7 SQ. INCH Mm SOLID DOMED WINS AM RAM MR LOT MR. LOIN IRM TO " W - arts$ 106 PANT: CAS1fiGS AM RMOS WN SM PAW MATERIAL: CAST IRON QUALITY. MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 3€B PAINT: CASTINGS ARE FURNISHED MTH A BLACK PANT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL AREA DfRAINI TAIL Douglas G. Winter Florida P.E. #35658 t �s J = � p 111E_ I $k, r L } .. Jk a L v i � r 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. IT 13 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. ;N &"i*p on/1 Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Patin Beach, FL 33409 PIT: (561) 471 -9863 Fx: (561) 471 -5075 CvAlEnvirola. A utwWEMmeeEw Ieowaterse Devekpinet GroLodwe a U bWetkndlp .Proms' et PermitfmgMa- gement GoliCovrse RemrvataonlCoiasiructmn �(2 ?l6z Chad M. Gruber Florida P.E. X57466 �J C r v • r- C� U l,•1- U u Ef REVISIONS: a n Q LL_ L� Q Z V J Q IL LO LO d' d' C0 Do M I) J LO W h LO 17--, LO Il Z) � 0) O� T­ to �- �LO U) °--� W O Z N g O WO Cc W Z Q C 00 O W r copyright a 101 Thomas M. Kirchhoff ALA, P. A. SCALE: AL Z LU 0 0 U C L N 0 O 4J UJ 0 4J C C 0 MM3 0 > C o � E ® O 0 o LL 0 C 0� < 0 Ice } Z < m w V) LL (� O PO _J D r copyright a 101 Thomas M. Kirchhoff ALA, P. A. SCALE: AL LIST OF DRAWINGS A1.1 SITE PLAN A2.1 PROPOSED FLOOR PLAN A22 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A32 EXTERIOR ELEVATIONS A33 FRONT ELEVATION (SLACK E WHITE COPY OF RENDERING) L -1 MASTER LANDSCAPE PLAN L -2 HARDSCAPE LAYOUT PLAN L -3 HARDSCAPE DETAILS L -4 HARDSCAPE DETAILS L -5 HARDSCAPE DETAILS L -6 POOL DETAILS L -� LANDSCAPE PLAN L -8 LANDSCAPE DETAILS L -9 LANDSCAPE SPECIFICATIONS 1 -1 IRRIGATION PLAN 1 -2 IRRIGATION SPECIFICATIONS 1 -3 IRRIGATION DETAILS GENERAL NOTES 1. THE DOCUMENTS PREPARED BY THOMAS M. KIRCHHOFF AIA, P.A. FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT AS AUTHOR SHALL RETAIN ALL COMMON LAW, STATUTORY, AND OTHER RESERVED- RIGHTS INCLUDING THE COPYRIGHT. 2. IT IS THE INTENT OF THE ARCHITECT TWAT THIS WORK BE IN CONFORMANCE WITH THE CODES AND BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS CONSTRUCTION. PLANS AND SPECIFICATIONS FOR THIS CONSTRUCTION ARE DESIGNED IN COMPLIANCE WITH THE ISS-1 STANDARD BUILDING CODE, INCLUDING: TOWN OF GULFSTREAM, THE NATIONAL ELECTRIC CODE, AND THE FLORIDA MODEL ENERGY CODE. 3. ALL WORK UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE ABOVE IDENTIFIED CODES AND OTHER APPLICABLE CODES AND REGULATIONS. 4. ALL WORK SHALL BE PERFORMED BY A_ LICENSED: GENERAL CONTRACTOR. HE MALL COORDINATE ;. AND SLq'ERVISE HIS WORK AND THE WORK OF 61.15C4X4TRACrORS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AS WORK PROGRESSES AND SHALL REPORT ANY INCONSISTENCIES WITH THE CONSTRUCTION DOCUMENTS TO THE ARCHITECT 33EFORE CONTINUING WORK 6. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201, FOURTEENTH EDITION, 1981 OF THE AMERICAN INSTITUTE OF ARCHITECTS, ARE HEREBY MADE PART OF THE CONTRACT DOCUMENTS TO THE SAME EXTENT AS IF WRITTEN OUT IN FULL. 1. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FOR THE RENOVATION OF AN EXISTING ONE STORY MASONRY /CONCRETE RESIDENCE. N N CD O cm m CD Q 1 LO Cu O V O > Ou rn m c-I V co � H O CD Q r-- u� cu w J CD CD 1 3 d 'Z! S O � 1 L ti ro Q -IlC / u Z co H 0- Lj I 3'. 4� _ 41 � � I Q N O 3 I CD LL7 S O C) / O U7 LL7 F- O U �+ Lll 7 � O N S 7 d C 1 0') I — Q U) C7 N Q O d T PROPOSED RENOVATION FOR: MR* & MRS. TAMES ORTHWEIN ELECTRICAL ENGINEER: GULFSTREAM, FLORIDA 1907 COMMERCE LANE, SUITE 106 JUPITER, FLORIDA 33458 Florida Registration AA0002470 (561)575 -9994 (561)575 -9845 FAX KUHNS ENGINEERING CORP. 825 PARKWAY STREET JUPITER, FLORIDA 33477 (561)746-6343 (561)746-3602 FAX MECHANICAL ENGINEER: TEELE &ASSOCIATES 2103 CORPORATE DRIVE BOYTON BEACH, FLORIDA 33426 (561)738 -4747 (561)738 -4999 FAX LANDSCAPE ARCHITECT: INNOCENTI & WEBEL 11970 S.E. DIXIE HIGHWAY HOBS SOUND, FLORIDA 33455 (561)546-9650 (561)546-6415 FAX STRUCTURAL ENGINEER: O'DONNELL, NACCARATO & MIGNOGNA, INC. 327 15TH ST., SUITE 200 WEST PALM BEACH, FLORIDA 3340 (561)835-9994 (561)835-8255 FAX CIVIL ENGINEER: DOUG WINTER, P.E. 4047 OKEECHOBEE BLVD., SUITE 222 WEST PALM BEACH, FLORIDA 33409 (561)471 -9863 (561)471 -5075 FAX RECEIVED iliN 2-18, 2`0012 9"') .�o LOCAtOR MAP C nia.) OLD SCHOOL ROAD LAKEVIEW ROAD AREA CALCULATIONS M FA I n47, rb, PROJECT SITE SITE AREA (.51 ACRE) 22,125 SQ. FT. PROPOSED AREA CALCULATIONS UNCHANGED EXISTING FIRST FLOOR AREA PROPOSED FIRST FLOOR LIVING AREA ADDITIONS PROPOSED COVERED REAR LOGGIA ADDITION PROPOSED COVERED FRONT ENTRY ADDITION PROPOSED NEW CABANA SHELTER 3151 SQ. FT. = 1442 SQ. FT. = 197 SQ. FT. • I9 SQ. FT. = 64 $Q. FT. TOTAL PROPOSED BUILDING AREA 5,533 SQ. FT. 250 • TOTAL PROPOSED NEW STRUCTURES OR ADDITIONS = 1-162 sf EXIST. LANDSCAPE AREA EXISTING POOL AND IMPERVIOUS 5URFACE5 TOTAL AREAS PROPOSED LANDSCAPE AREA PROPOSED POOL AND IMPERVIOUS SURFACES PROPOSED BUILDING AREA TOTAL AREAS 13,320 SQ. FT. 60.20 5,054 SQ. FT. 22.80 22,125 SQ. FT. 1000 11,663 SQ. FT. 51% 4,912 SQ. FT. 24% 5,530 SQ. FT. Q a p � Q Q O IL 4 m LL � n ut � O BANYAN ROAD W O Z d\' gN LAKEVIEW ROAD AREA CALCULATIONS M FA I n47, rb, PROJECT SITE SITE AREA (.51 ACRE) 22,125 SQ. FT. PROPOSED AREA CALCULATIONS UNCHANGED EXISTING FIRST FLOOR AREA PROPOSED FIRST FLOOR LIVING AREA ADDITIONS PROPOSED COVERED REAR LOGGIA ADDITION PROPOSED COVERED FRONT ENTRY ADDITION PROPOSED NEW CABANA SHELTER 3151 SQ. FT. = 1442 SQ. FT. = 197 SQ. FT. • I9 SQ. FT. = 64 $Q. FT. TOTAL PROPOSED BUILDING AREA 5,533 SQ. FT. 250 • TOTAL PROPOSED NEW STRUCTURES OR ADDITIONS = 1-162 sf EXIST. LANDSCAPE AREA EXISTING POOL AND IMPERVIOUS 5URFACE5 TOTAL AREAS PROPOSED LANDSCAPE AREA PROPOSED POOL AND IMPERVIOUS SURFACES PROPOSED BUILDING AREA TOTAL AREAS 13,320 SQ. FT. 60.20 5,054 SQ. FT. 22.80 22,125 SQ. FT. 1000 11,663 SQ. FT. 51% 4,912 SQ. FT. 24% 5,530 SQ. FT. Q a 22,125 SQ. FT. 1009. s _ s •a ✓s e• NEW DRIVEWAY SURFACE OVER EXISTING DRIVE. REFER TO LANDSCAPE PLAN. 111' -8' O.A. NEW 5' -0" HIGH CHAINLINK FENCE - WITH GATES A5 SHOWN EXISVw., SEPTIC TANI�.TO BE ABANDON CONNECT TO PUBLIC SEWER. F_ J- _ I �I r I a tu NI z N w Q LOT 4 Z z d) w i r[ �3L ocK � GAIL K. BENNETT 0 � I ---� Q � I I I I AREA OF PROPOSED O DLTOOR REFER ' RELOCATE EXIST ELECTRIC METER i 11' • �Mom n NEW POOL DECK REFER TO LANDSCAPE PLAN. 19' -I0' 41' -2' NEW S' -0" SITE WALL REFER TO LANDSCAPE PLAN LOT 3 3L OGlG 1 i=EP;e7%r L WE 1�ra_10 LOT 2 �L OGfG 1 CAROLYN T. EWALD proposed site plan Lill Ems NEW FOUNTAIN FEATURE. REFER TO LANDSCAPE PLAN. t► I IU q IN I N IT- NEW OPEN CABANA 23' -4' SHELTER. REFER TO LANDSCAPE PLANS EXISTING SEPTIC TANK TO BE ABANDON CONNECT TO PUBLIC SEWER SYSTEM. LEGAL DESCRIPTION LOT 3, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26, PAGE 13 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. NOTE SITS PLAN DEPICTED 15 BASED ON A SURVEY PREPAi�ED BY O'BRIEN, SUITER E O'BRIEN, INC_ JOB NUMBER 97 -243D, DATED NOVEMBER 11, 1991. 4 0 ®r Q Q 0 E Q �I ti N LL J I i ` J 1 R :. 1 '1100? I no ir REVISIONS: Q V �0) J LO LL � Q C W� LO w Z v c Q a 0 Om Q ++ O L6 O m LL T Lli V �L0 W O Z d\' gN • O W 00 Iz V W [� Q 06) o� rn T- 0 LL II 0 0 0 Z U C m p r 0 W C O ti ca it Z v c Q a 0 w o DATE: APRIL 15, 2002 ISSUED FOR: ARB DRAWN BY: R5 CHECKED BY: SCALE: Alml 0 ® O C O ti 0 it Y Q a } Q ++ .� m LL Q DATE: APRIL 15, 2002 ISSUED FOR: ARB DRAWN BY: R5 CHECKED BY: SCALE: Alml N N O 0) Q 07 I N O O LC7 CV Ln > C) r� m L0 m pQ Cu L u Cl a) Q cu CD cm N 3 J I � a L 2 CO 7D I L cU [p Q Y / U Z ro H a w I _ 4- — a) cr O 3 I aJ LL S O U / O U) LCD F— O U ti W D 4� O (1) Z 7 a C I IT Q u� U a) Q p .�•• Iiii i i i i i i i0 m I 1�1= ll�m 0 ^C DI I I II ii L ii 0 kyj =' Ic � 4 HALL I. VEST• i i I I SKYL LIVID NEW COURTYARD WALL. REFER TO LANDSCAPE PLAN SO i HALL ............. . •1• 04--M cLosEr ,0 CLOS• VEST v -- a 1011 0 o a D 0 D I� I�—�l --fl -fl -�-- �- -�- f}- �--- �--fl --fl -R -R -A- f� — — — — I II II II II II II II II II II II II II II II II II II I1 II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II I{ II II II II II II II II II I II III II II II II II II II II II II II II II II II II II II II II II II II II II II ll II II BATH II II II II II II II II II II II II II II II II II II II II II it it II II II II II II I) III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II a — _ II II II II II II II II II II II II II II II II II II II II II it II II II II II II II III '� II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II ��) �X- I- -N- - I-I- -I I- -I-I - +I- -I -41- -I--1- 4 -14- 41- -4 - - -1 - -- 1- � -14- -1 1- -1- -4 -1 � - I I- f+ - I-- -I I- -+I - -- -1-- -4 1- 4-I - � -14- 41- -4 - - -1 - -- 1- � � 4 -1- �-- � 1- 41- -4 -1 a- -� I • • V �I - H Q W tr Ell �� 0 3 ............. . •1• 04--M cLosEr ,0 CLOS• VEST v -- a 1011 0 o a D 0 D I� I�—�l --fl -fl -�-- �- -�- f}- �--- �--fl --fl -R -R -A- f� — — — — I II II II II II II II II II II II II II II II II II II I1 II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II I{ II II II II II II II II II I II III II II II II II II II II II II II II II II II II II II II II II II II II II II ll II II BATH II II II II II II II II II II II II II II II II II II II II II it it II II II II II II I) III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II a — _ II II II II II II II II II II II II II II II II II II II II II it II II II II II II II III '� II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II ��) �X- I- -N- - I-I- -I I- -I-I - +I- -I -41- -I--1- 4 -14- 41- -4 - - -1 - -- 1- � -14- -1 1- -1- -4 -1 � - I I- f+ - I-- -I I- -+I - -- -1-- -4 1- 4-I - � -14- 41- -4 - - -1 - -- 1- � � 4 -1- �-- � 1- 41- -4 -1 a- -� I • • — -- _ — NEW SERVICE DRIVE. REFER TO SITE PLAN AND LANDSCAPING PLAN. STAND5Y GEN. MECHANICAL EQUIPMENT COURTYARD OPOOL ON CONC. PUMP SLAB WITH 4 HTR. FENCE I ENCLOSURE. C 7� r - 0ox 2, z - - - - - 0 0 FEATURE an REVISIONS: V �I - — -- _ — NEW SERVICE DRIVE. REFER TO SITE PLAN AND LANDSCAPING PLAN. STAND5Y GEN. MECHANICAL EQUIPMENT COURTYARD OPOOL ON CONC. PUMP SLAB WITH 4 HTR. FENCE I ENCLOSURE. C 7� r - 0ox 2, z - - - - - 0 0 FEATURE an REVISIONS: F� I Q V �0) - H Q W tr W �� 0 3 w �� �rn 0 4) m L, O P,� T Ln uj.-. V - F- O �Lo . 0 m — = Wo z� �N • O W q0 VW t M �z° Q O O rn-o T .i F� I Q G 0 ' DATE: APRIL 15, 2002 ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/4" - 1' -0" A2ml z W 0 3 0 4) . 0 m t M 4J W c C 0 Z 0 C L C 0 Q 0 _® 0 J ILL 0 c Q Q +� .0 Q ® LL Q M cOpyri © 2001 Thomas 1'1 Ktrd+off AIA, P. A. G 0 ' DATE: APRIL 15, 2002 ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/4" - 1' -0" A2ml cu N 61 O S 07 Q � CU O O LC7 Cll d' CD > LCD LC7 Crl V lC) a-1 H (fl Q N C cr) CD 7 U ti a) CL) N m \ 3 J -o co � a L S (o I � cu co Q / U Z co H L I JI 41 _ - - a) 2 O 3 CL) O U / O U7 LC7 I— O U r W O CD Cr � C I m ,cu') U (1) Q M n LL S It (o v 0 Q no Q REVISIONS: 9 , Q V c') co H I r- Lo r T get W L�jj (o w W �0) = o� T W r V �Lo = w0 zIt gN • O W 0 Vfr W 4 5z Q O 6) a) r., O rn c) T •0 0 0 0 c m dl m L 0 -c 4J 0 4J a, c 0 :p 0 0 c 0 L v c 0 c 0 41 Q ■ W 2 Q 5 ad ■ Q 0 o� 0 oLL Ir z Q Q } w Z m U) O J M 0 `] M- I DATE: APRIL 15, 2002 ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/4" = 1' -0" A2m2 N CU CD O = m ¢ m Cu O O tC) CU V co > ici m m - v di m o cu L U Q (U ¢ v a� > (u m c� 3 J O CD a a L = i L m (o ¢ �c U Z (o a w i 4— t— (u O 3 (D L17 = (Z> C-) Cf) LC) �o U ti W 7 4� O QJ CZ 7 CL C 1 C7) p -� <z rrn C) CU ¢ M CZ NEW ADDITION AND NEW ADDITION, DOOR NEW ADDITION NEW WINDOW IN REMODEL CHIMNEY NEW WINDOW IN NEW ENTRY NEW WINDOWS. AND WINDOW. REFER TO FLOOR PLAN REFER TO FLOOR PLAN AND BAY WINDOW EXIST. OPENING TO BERMUDA STYLE EXIST. OPENING FEATURE REFER TO FLOOR PLAN north Wevatq'on scale: 1/4" : 1/ -011 OVERALL WALL AREA: 1,122 SF. WINDOW AREA: 282 S.F. = 2596 NEW WOOD PERGOLA AND WOOD COLUMNS south 9�eva oon scale: 1/4" = 1' -0" OVERALL WALL AREA: 1,015 Sr-. WINDOW AREA: 282 S.F. = 2896 2i' -s" 11-0" uPPER EAvE ELEv. 16' -0" LOWER EAVE ELEV. PIN. FLR NEW WINDOW IN EXIST. OPENING NOTE: ALL NEW WINDOWS AND FRENCH DOORS SHALL BE IMPACT RATED. rt' -s" RIDCsE OF ROOF 11-011 UPPER EAVE ELEV. 16' -0" LOWER EAvE ELEv. FIN. FLR s' 0 0 Q as .1s r > r�. U REVISIONS: 9 .0 " getV c� I LO _j H N � r Q 6W Lu LO —) 0) O O T LO V 10 �LO DC = Ill O z g N � • O W 00 i V w 2z Q 06 U a) ® O � rn -� T •0 _Q 09 0 0 0 C m N L 0 t ++ 0 4J 4J 0 C m L C 0 C 0 Q F� n ■ U i ■ B ® X Q O O IL It Z Q Q } W Q m � L O J M D M O DATE: APRIL 15, 2002 ISSUED FOR: AR6 DRAWN BY: R8 CHECKED BY: SCALE: 1/4" - 1' -0" A3m1 easmtl ev ation OVERALL WALL AREA: 101 S.F. WINDOW AREA: 50 S.F. = 1% NEW ADDITION AND NEW WINDOWS. REFER TO FLOOR PLAN NEW ADDITION AND NEW WINDOWS. REFER TO FLOOR PLAN west st Me V (sUon ecala: 1/4" ■ V -0" OVERALL WALL AREA: 138 SF. WINDOW AREA: 145 S.F. = 1991, NEW AC UNITS NEW FIREPLACE AND CHIMNEY OL 2T -8" RIDGE OF ROOF OL 16' -0" LOUIER SAVE ELEV. EXIST. r-iRZ--r-Lp- OL 2T -8" RIDGE of ROOF OL 16' -o,, LOUS:R SAVE ELEV. EXIST. FIN. FLR x =Y t t£ ' i vI� � -S4 t 21 I— ml T f 0 r� ru REVISIONS: Lf) Lo d d' DATE: APRIL 15, 20M ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/4 ".1' -0• A3m2 v co 0) Lo LL I` _ Lo rr Met ru Lo 0 �. 0 U ® O O C 0 O � O � r Lo Lij V �Lo, Z = w® zTt g N • W O W O® V� W Q z Q O� z U a� D°o 0 e • r 0 IEEE Get u- DATE: APRIL 15, 20M ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/4 ".1' -0• A3m2 z ru 0 0 U Z C 0 01 mO Z 4J W Q z 0 e • L o � c s� i Q o 0 o 1L 0 e m Q 0 } m w IL DATE: APRIL 15, 20M ISSUED FOR: ARB DRAWN BY: RS CHECKED BY: SCALE: 1/4 ".1' -0• A3m2 r M's),ms N N C)') O 0-) Z CY) Q O) t— ti N O CD Lf) N Q O > 0o m Cu . v 0 C] N Q �+ U7 M CD u O > N CU N 7 CD � tl a y � L 7 ro = Y v ro an � I - -N CU � 3 N i i C, CU I✓ N U3 LZ 7 W 4�P-711 ®t® 0 o n a a � Q a i, Q11 �o o L I 711z l nG 1� I ' O U M �J i 00 Q REVISIONS: Q • LL L0 Lo d' It Q V �� - 0_ J N LL Met 1- wm W �L0 W �0) O0) mo L6 O N CO) T LU O \1J = u.i o z� N • O W 00 :° OW 0 > c� Z>z Q O w o 00 c o� CY)� LL 0 c T 0 Ir Q Met _o LL `0 30 0_ m mo .= CO) W ca :° 0 > c� . m w o 00 c 0 0 LL 0 c Ir Q � o �� .� }W Z m LL Q � O M J D copyright © 2001 Thomas M. IGtrM.,, AIA, P. A. 330 Banyan Road Gulfstream, Florida 33483 SHEET INDEX Cover Sheet Master Plan L -1 Hardscape Layout Plan L -2 Hardscape Details L -3 Hardscape Details L -4 Hardscape Details L -5 Pool Details L -6 Landscape Plan L -7 Landscape Details L -8 Landscape Specifications L -9 Irrigation Plan IR -1 Irrigation Specifications IR -2 Irrigation Details IR -3 SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration *1704 e -mail: smila@bellsouth.net www.smila.net El "w" br i t j' A O z. mx t yk '4t C _'L'? dOZ 51TE DEMOLITION I . Contractor shall verify all conditions in the field and report any discrepancies between plans and actual conditions to landscape architect before beginning work. 2. Shrub removal shall include the fielding, cutting, grubbing out of roots and satisfactory off -site disposal of all stumps vegetative and extraneous debris produced through the removal operations. 3. No heavy machinery is to be used within the root system of existing trees to remain. Excavation within root system zones is to be performed by hand. 4. Existing trees and shrubs to remain shall not be altered under any circumstances and must remain in the same condition as observed prior to construction. 5. Plants that are tagged for transplanting are to be balled and burlapped prior to other demolition or excavation. See planting plan for locations of transplanted material. G. Any items scheduled to remain which are damaged by contractor's operations shall be replaced at contractor's expense. Replacement material shall be same type and duality as those damaged. 7. All items indicated to be removed shall be completely removed including all sub -base material and shall be disposed of per local and state codes for the materials removed. 8. All construction work shall comply with local, state and neighborhood codes. 9. Provide vehicular and pedestrian temporary access at all times to the residence during construction of the driveway. BRICK APRON TRENCH DRAIN. SEE ENGINEER DRAWINGS FOR DRAIN SPECIFICATIONS. DRAIN COVER TO BE APPROVED BY LANDSCAPE ARCHITECT. BLACK CHAIN LINK FENCE N N W Z` J E` LI ` CL � I 51MULATED COQUINA n- PAVERS BRICK EDGING PATTERN I I I GATE _ I I I I I I I I I � I I I I I I I I f I � I I I' GATE TO BE SELF LOCKING �) I �I I wI I � I To I I Q I WI I I I � I I I PLANTER I WI I O_I � � I SIM. COQUINA TERRACE I I �0 I I I � I I I I 1 I I I I I I I I I I = I- - -- PLANTER 20 BRICK APRON INF�►�r�7 PERGOLA DETAILS PER ARCHITECTURAL DRAWINGS PRIVACY WALL COQUINA CHECKERBOARD PATTERN POOL POOL COPING PLINTH5 PERVIOUS / IMPERVIOUS SURFACE CALCULATIONS TOTAL PERVIOUS AREA ..... .........................12,482 scl. ft. = 5G.4 % TOTAL IMPERVIOUS AREA ... ..........................9,643 sd. ft. = 43.G% TOTAL AREA .................. .........................22,125 scl. ft.= 100.0% Y LINT � 42 60 PR�PERT TRENCH DRAIN. SEE ENGINEER DRAWINGS FOR DRAIN SPECIFICATIONS. DRAIN COVER TO BE APPROVED BY LANDSCAPE ARCHITECT. BRICK HERRINGBONE WALKWAY. LAYOUT TO BE FIELD APPROVED BY LANDSCAPE ARCHITECT. ON TYARD SET BAT K FR - - - T 0 I I I BASKETBALL U GOAL I� co I� I � W '�J C ASPHALT r I SERVICE r� DRIVE I� I� 1 to " IN 1 i I I GATE TO BE SELF LOCKING I LATTICE SCREEN PER ARCHITECTURAL DETAILS. I I POOL AND HOUSE MECHANICAL EQUIPMENT m 24" x 24" COQUINA 0 Z AC ¢� � � I I I I 2 _ I I I I I FOUNTAIN CABANA I 12" x 3G" COQUINA _- - - - - -- — STEPPINGSTONES 20' -0" RE14FRY14RD SETBACK C LAWN GUYING WIRE APPLIED TO WALL TO TRAIN VINES. RROPER TY LINE 160.10' BLACK CHAIN LINK FENCE i i J 00 iN W Z I V F� W I BLACK CHAIN LINK FENCE The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 0 x NO. I DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561 -655 -9006 Fax:561- 655 -9007 FL registration #223 & 4295 NY registration *1704 e -mail: smila�bellsouth.net www.smila.net TITLE Master Plan SCALE PROJECT NO. 1/8" = 1' 0" 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. SHEET 1 OF 9 LAYOUT NOTES: I . Do not scale drawings. 2. The Contractor shall verify all existing conditions and layout dimensions in the field. Report discrepancies immediately to the- Landscape Architect for decision before construction. 3. All layout components shall be staked out in the field by the Contractor. Obtain Landscape Architect's approval before installation. 4. All dimensions are given to the front faces of walls and structures, unless otherwise noted. 5. All angles are assumed to be 00 decrees unless nth es a noted. G. See Planting Plans for layout of t and extent of all 5oddintj and seedin 7. Refer to Architect Drawings for a 8. Any changes proposed to dimen= be approved by the Landscape Arch �l o e . d The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 z 0 x NO. DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration *1704 e -mail: smila0bellsouth.net www.smila.net TITLE Hardscape Layout Plan SCALE PROJECT NO. 1/8" = Y 0" 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. ,6 ° 2., 7 L s 2 SHEET 2OF9 r 2" FDOT TYPE III ASPHALT I" LEVELING COURSE - BITUMINOUS TACKTIFIER G" CRUSHED COMPACTED CONCRETE - COMPACTED SUBGRADE 95% /X/ / XX i ASPHALT DETAIL L -3 SCALE: I" = 1'0" 4" SAND BASE I " MORTART SETTING BED 1 /8" MORTAR JOINTS 12" x 3G" SIM. COQUINA PAVER - 5UBGRADE COMPACTED 95% 5 COQUINA ON SAND DETAIL L -3 SCALE: I" = 1'0" OLD CHICAGO BRICK RUNNING BOND OLD CHICAGO BRICK STACKED BOND OLD CHICAGO BRICK RUNNING BOND FINISHED GRADE --\ PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. 24" x 24" SIM. COQUINA PAVER. PATTERN AS PER MASTER PLAN I " MUD SET G" REINFORCED CONCRETE \ / 3� 5 MORTAR JOINTS UBGRADE COMPACTED 95% 2� NORTH DRIVEWAY L -3 PAVING DETAIL SCALE. I = 1'0" 3" MIN. SETTING BED r- SOD 2' 50D PLANTING MIX - SEE SPECS J, 21- --7 - - 3" (MIN.) 2" THK. 51M. COQUINA PAVER COMPACTED 5UBGRADE rZ"' COQUINA & SOD DETAIL_ L -3 SCALE: I" = 1'0" 4" CONCRETE I " MUD SET 1 /8" MORTAR JOINTS 24" x 24" 51M. COQUINA. SEE PLAN FOR PAVING PATTERN. /( ° v ' - d d ° / \ \ \ \ �//"Xxxx\- 3 COQUINA ON CONCRETE L -3 DETAIL SCALE: I" = 1'0" 3/8" THUMB GROUT MORTAR JOINTS (NATURAL GRAY) OLD CHICAGO BRICK RUNNING BOND PATTERN. I" MORTAR SETTING BED r— G" CONCRETE r- COMPACTED 5U5GRADE 95% a c Q a a a PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. / // // x /\\ DRIVEWAY APRON 2 SCALE: I" = 1'0" SOLDIER COURSE OLD CHICAGO BRICK EDGING 12" x 12" 51M. COQUINA PAVER. PATTERN AS PER PLAN I " MUD SET 4" REINFORCED CONCRETE 3/8" MORTAR JOINTS Qn 5UBGRADE COMPACTED 95% 411 T- GRADE FINISHED —I ° "4 BRICK / C 1- -3 DETAIL SCALE: I" = 1'0" UINA d. SOLDIER COURSE OLD CHICAGO BRICK EDGING OLD CHICAGO BRICK HERRINGBONE PATTERN. I" MORTAR SETTING BED `4" CONCRETE / r- COMPACTED 5UBGRADE 95% 8 BRICK WALKWAY L -3 SCALE: I" = 1'0" h Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 1 SEAL DRAWING NO. � - 2 7 -d Z-- L— 3 The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 NO. I DATE DESCRIPTION REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561 -655 -9006 Fax:561- 655 -9007 FL registration *223 & #295 NY registration * 1704 e -mail: smila0bellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. � - 2 7 -d Z-- L— 3 SHEET 3 OF 9 GENERAL NOTES: — CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR WOOD MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. — ALL WOOD TO BE MAHOGANY — ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. a SUPPORT RAILING L -4 SCALE: 1/2 = 1'0" PIER TO HAVE ROUNDED EDGES la 1.5" x 1.5" FENCE PICKET. TURN ON A 450 ANGLE FROM SUPPORT RAILING. 3- 1/2 "x2 -1/2" SUPPORT RAILING. I I" CUT HOLES THROUGH RAILING 2-1/2" I _g TO SUPPORT FENCE PICKET. ROUNDED EDGE5 4' STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; 2' -4" COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE REFER TO STRUCTURAL ENGINEER / /Y/ DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. — — — — — — —j WALL SECTION SCALE: 1/2 = I'0" 41' 2 7' -7" ROUNDED WALL CAP STUCCO FINISH TO BE APPLIED TO WIRE MESH. STUCCO WIRE MESH ON TOP OF WALL. STUCCO WIRE MESH TO BE NAILED TO CMU. CONCRETE BLOCK WALL STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE WALL SECTION _ SCALE: 1/2 = 1'0" 1.5" x 1.5" FENCE PICKET. `I TURN ON A 450 ANGLE ( FROM SUPPORT RAILING. LANDSCAPE ARCHITECT FOR APPROVAL. 2 1/8" i 2 I/2" DATE '3-1/2"x2-1/2" CHECKED SUPPORT RAILING. 3 112" CUT HOLES THROUGH RAILING SEAL TO SUPPORT FENCE PICKET. a SUPPORT RAILING L -4 SCALE: 1/2 = 1'0" PIER TO HAVE ROUNDED EDGES la 1.5" x 1.5" FENCE PICKET. TURN ON A 450 ANGLE FROM SUPPORT RAILING. 3- 1/2 "x2 -1/2" SUPPORT RAILING. I I" CUT HOLES THROUGH RAILING 2-1/2" I _g TO SUPPORT FENCE PICKET. ROUNDED EDGE5 4' STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; 2' -4" COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE REFER TO STRUCTURAL ENGINEER / /Y/ DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. — — — — — — —j WALL SECTION SCALE: 1/2 = I'0" 41' 2 7' -7" ROUNDED WALL CAP STUCCO FINISH TO BE APPLIED TO WIRE MESH. STUCCO WIRE MESH ON TOP OF WALL. STUCCO WIRE MESH TO BE NAILED TO CMU. CONCRETE BLOCK WALL STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FINISH GRADE WALL SECTION _ SCALE: 1/2 = 1'0" 4 PILASTER SECTION L-4 SCALE: 112 = 1'0" PIER TO HAVE I' —G" ROUNDED EDGES GATE LATCH 211 7� J U G" 4' RAILING TO BE 2' -4" SET A MIN, 4" INTO PILASTER. GATE CLEARANCE 511OULD BE 1/4" ABOVE FINISHED GRADE 5� WALL SECTION L-4 1 SCALE: 1/2 = 1'0" FC STUCCO FACED PILASTER; STUCCO STYLE TO MATCH AUTOFILL AND OVERFLOW HOUSE; COLOR TO BE APPROVED LOCATED ON WEST END BY LANDSCAPE ARCHITECT. OF FOUNTAIN Go I 1.5" x 1.5" SQUARE WOODEN PICKETS 3G" _ SET ON DIAGONAL (PAINTED WHITE) 3.. 3.. 2" x 4" SQUARE WOODEN RAIL CHAMFERED 5" A AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET, ROUNDED EDGES :,......, ., ..... , 31, 3'_5" STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; -3„ COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FIN5HED GRADE CANE BOLT HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT � WALL &GATE ELEVATION L_ 4 SCALE: 112 = 1'0" REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 1.5" x 1.5" SQUARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2" x 4" SQUARE WOODEN RAIL CHAMFERED AND SET INTO / PILASTER (PAINTED WHITE) —/ CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. RAILING TO BE SET A MIN. 4" INTO PILASTER. FIN5HED GRADE —\ MAIN DRAIN TO BE LOCATED ON EAST SIDE OF FOUNTAIN FOUNTAIN PLAN VIEW SCALE: 112 = 1'0" ',OUNDED EDGE5 CK WALL HALL; O MATCH HOUSE; 'PROVED BY H ITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. I L—------ - - - --� 3 PIER SECTION L_4 SCALE: 1/2 = 1'0" GENERAL NOTES: — CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR ALL WOOD MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. — ALL WOOD TO BE MAHOGANY — ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. — GATE TO BE SELF LOCKING. PIER TO HAVE I' —G" 3G" ROUNDED EDGES STUCCO FACED WALL; 3" 3" STUCCO STYLE TO MATCH HOUSE; 5„ COLOR TO BE APPROVED BY I 5CAPE ARCr11TECT. FlA �A A� AA� _� 5' -4" GATE CLEARANCE SHOULD BE 114" ABOVE FINISHED GRADE 1' I 414 4' 3" 11-311 3" HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT 5a WALL & GATE ELEVATION L_4 SCALE: 112 = 1'0" G— 1 211 G" 0>\ //X / /// p II 4 , OVERFLOW AND AUTOFILL LOCATED ON WEST END OF FOUNTAIN �X/ BLACK SLATE FINISH ON \ \ //\ I . °. `...�. . ; FOUNTAIN BASE AND PED15TAL WATER SUPPLY LINE FOR FOUNTAIN ORNAMENT. REMOTE CONTROL VALVE TO BE LOCATED WITH LANDSCAPE ARCHITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. PEDESTAL TO BE 2" BELOW FOUNTAIN COPING. PEDESTAL WIDTH TO MATCH FOUNTAIN ORNAMENT BASE. NATURAL COQUINA COPING FINISHED GRADE I i Gil 2 , \C /\\� /\ a .' •.. as / / \// MAIN DRAIN LOCATED EAST OF PED15TAL 8 FOUNTAIN SECTION L_4 SCALE: 1/2 = 1'0" WATERPROOFING, STRUCTURAL AND MOTOR 5PECIFICATION5 AS PER ENGINEER DRAWINGS PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. ory t The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 NO. I DATE REVISIONS �. � �a1 a DESCRIPTION SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila @bellsouth.net www.smila.net TITLE REFER TO STRUCTURAL ENGINEER `I DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER ( 1.5" x 1.5" FENCE PICKET. LANDSCAPE ARCHITECT FOR APPROVAL. STUCCO FACED WALL; DATE TURN ON A 45° ANGLE CHECKED 4 -12 -2002 STUCCO STYLE TO MATCH HOUSE; SEAL FROM SUPPORT RAILING. �6 - 2 7-o 2, COLOR TO BE APPROVED BY 4 I III 3-1/2"x2-1/2" SUPPORT RAILING. 4 OF 9 r LANDSCAPE ARCHITECT. ,_ CUT HOLES THROUGH RAILING 2-1/2 TO SUPPORT FENCE PICKET. Gil ROUNDED EDGES 8' 5' 3' -4" STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; COLOR TO BE APPROVED BY CONCRETE LANDSCAPE ARCHITECT. BLOCK WALL FINISH GRADE FINISH GRADE REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND �1 WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO I LANDSCAPE ARCHITECT FOR APPROVAL. 4 PILASTER SECTION L-4 SCALE: 112 = 1'0" PIER TO HAVE I' —G" ROUNDED EDGES GATE LATCH 211 7� J U G" 4' RAILING TO BE 2' -4" SET A MIN, 4" INTO PILASTER. GATE CLEARANCE 511OULD BE 1/4" ABOVE FINISHED GRADE 5� WALL SECTION L-4 1 SCALE: 1/2 = 1'0" FC STUCCO FACED PILASTER; STUCCO STYLE TO MATCH AUTOFILL AND OVERFLOW HOUSE; COLOR TO BE APPROVED LOCATED ON WEST END BY LANDSCAPE ARCHITECT. OF FOUNTAIN Go I 1.5" x 1.5" SQUARE WOODEN PICKETS 3G" _ SET ON DIAGONAL (PAINTED WHITE) 3.. 3.. 2" x 4" SQUARE WOODEN RAIL CHAMFERED 5" A AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET, ROUNDED EDGES :,......, ., ..... , 31, 3'_5" STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; -3„ COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FIN5HED GRADE CANE BOLT HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT � WALL &GATE ELEVATION L_ 4 SCALE: 112 = 1'0" REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 1.5" x 1.5" SQUARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2" x 4" SQUARE WOODEN RAIL CHAMFERED AND SET INTO / PILASTER (PAINTED WHITE) —/ CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. RAILING TO BE SET A MIN. 4" INTO PILASTER. FIN5HED GRADE —\ MAIN DRAIN TO BE LOCATED ON EAST SIDE OF FOUNTAIN FOUNTAIN PLAN VIEW SCALE: 112 = 1'0" ',OUNDED EDGE5 CK WALL HALL; O MATCH HOUSE; 'PROVED BY H ITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. I L—------ - - - --� 3 PIER SECTION L_4 SCALE: 1/2 = 1'0" GENERAL NOTES: — CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR ALL WOOD MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. — ALL WOOD TO BE MAHOGANY — ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. — GATE TO BE SELF LOCKING. PIER TO HAVE I' —G" 3G" ROUNDED EDGES STUCCO FACED WALL; 3" 3" STUCCO STYLE TO MATCH HOUSE; 5„ COLOR TO BE APPROVED BY I 5CAPE ARCr11TECT. FlA �A A� AA� _� 5' -4" GATE CLEARANCE SHOULD BE 114" ABOVE FINISHED GRADE 1' I 414 4' 3" 11-311 3" HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT 5a WALL & GATE ELEVATION L_4 SCALE: 112 = 1'0" G— 1 211 G" 0>\ //X / /// p II 4 , OVERFLOW AND AUTOFILL LOCATED ON WEST END OF FOUNTAIN �X/ BLACK SLATE FINISH ON \ \ //\ I . °. `...�. . ; FOUNTAIN BASE AND PED15TAL WATER SUPPLY LINE FOR FOUNTAIN ORNAMENT. REMOTE CONTROL VALVE TO BE LOCATED WITH LANDSCAPE ARCHITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. PEDESTAL TO BE 2" BELOW FOUNTAIN COPING. PEDESTAL WIDTH TO MATCH FOUNTAIN ORNAMENT BASE. NATURAL COQUINA COPING FINISHED GRADE I i Gil 2 , \C /\\� /\ a .' •.. as / / \// MAIN DRAIN LOCATED EAST OF PED15TAL 8 FOUNTAIN SECTION L_4 SCALE: 1/2 = 1'0" WATERPROOFING, STRUCTURAL AND MOTOR 5PECIFICATION5 AS PER ENGINEER DRAWINGS PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. ory t The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 NO. I DATE REVISIONS �. � �a1 a DESCRIPTION SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila @bellsouth.net www.smila.net TITLE REFER TO STRUCTURAL ENGINEER `I DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER ( DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. L—----- - - - - -J 4 PILASTER SECTION L-4 SCALE: 112 = 1'0" PIER TO HAVE I' —G" ROUNDED EDGES GATE LATCH 211 7� J U G" 4' RAILING TO BE 2' -4" SET A MIN, 4" INTO PILASTER. GATE CLEARANCE 511OULD BE 1/4" ABOVE FINISHED GRADE 5� WALL SECTION L-4 1 SCALE: 1/2 = 1'0" FC STUCCO FACED PILASTER; STUCCO STYLE TO MATCH AUTOFILL AND OVERFLOW HOUSE; COLOR TO BE APPROVED LOCATED ON WEST END BY LANDSCAPE ARCHITECT. OF FOUNTAIN Go I 1.5" x 1.5" SQUARE WOODEN PICKETS 3G" _ SET ON DIAGONAL (PAINTED WHITE) 3.. 3.. 2" x 4" SQUARE WOODEN RAIL CHAMFERED 5" A AND SET INTO PILASTER (PAINTED WHITE) CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET, ROUNDED EDGES :,......, ., ..... , 31, 3'_5" STUCCO FACED WALL; STUCCO STYLE TO MATCH HOUSE; -3„ COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT. FIN5HED GRADE CANE BOLT HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT � WALL &GATE ELEVATION L_ 4 SCALE: 112 = 1'0" REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING SIZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 1.5" x 1.5" SQUARE WOODEN PICKETS SET ON DIAGONAL (PAINTED WHITE) 2" x 4" SQUARE WOODEN RAIL CHAMFERED AND SET INTO / PILASTER (PAINTED WHITE) —/ CUT HOLES THROUGH RAILING TO SUPPORT FENCE PICKET. RAILING TO BE SET A MIN. 4" INTO PILASTER. FIN5HED GRADE —\ MAIN DRAIN TO BE LOCATED ON EAST SIDE OF FOUNTAIN FOUNTAIN PLAN VIEW SCALE: 112 = 1'0" ',OUNDED EDGE5 CK WALL HALL; O MATCH HOUSE; 'PROVED BY H ITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. I L—------ - - - --� 3 PIER SECTION L_4 SCALE: 1/2 = 1'0" GENERAL NOTES: — CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR ALL WOOD MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. — ALL WOOD TO BE MAHOGANY — ALL JOINTS SHOULD BE PAINTED WHITE, SEALED AND CAULKED. — GATE TO BE SELF LOCKING. PIER TO HAVE I' —G" 3G" ROUNDED EDGES STUCCO FACED WALL; 3" 3" STUCCO STYLE TO MATCH HOUSE; 5„ COLOR TO BE APPROVED BY I 5CAPE ARCr11TECT. FlA �A A� AA� _� 5' -4" GATE CLEARANCE SHOULD BE 114" ABOVE FINISHED GRADE 1' I 414 4' 3" 11-311 3" HARDWARE TO BE SELECTED BY OWNER AND LANDSCAPE ARCHITECT 5a WALL & GATE ELEVATION L_4 SCALE: 112 = 1'0" G— 1 211 G" 0>\ //X / /// p II 4 , OVERFLOW AND AUTOFILL LOCATED ON WEST END OF FOUNTAIN �X/ BLACK SLATE FINISH ON \ \ //\ I . °. `...�. . ; FOUNTAIN BASE AND PED15TAL WATER SUPPLY LINE FOR FOUNTAIN ORNAMENT. REMOTE CONTROL VALVE TO BE LOCATED WITH LANDSCAPE ARCHITECT. REFER TO STRUCTURAL ENGINEER DRAWINGS FOR FOOTING 51ZE AND WALL REINFORCEMENT. ENGINEER DRAWINGS MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. PEDESTAL TO BE 2" BELOW FOUNTAIN COPING. PEDESTAL WIDTH TO MATCH FOUNTAIN ORNAMENT BASE. NATURAL COQUINA COPING FINISHED GRADE I i Gil 2 , \C /\\� /\ a .' •.. as / / \// MAIN DRAIN LOCATED EAST OF PED15TAL 8 FOUNTAIN SECTION L_4 SCALE: 1/2 = 1'0" WATERPROOFING, STRUCTURAL AND MOTOR 5PECIFICATION5 AS PER ENGINEER DRAWINGS PILINGS WHERE NEEDED. REFER TO STRUCTURAL ENGINEER PLANS. ory t The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 NO. I DATE REVISIONS �. � �a1 a DESCRIPTION SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila @bellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. �6 - 2 7-o 2, L— 4 SHEET 4 OF 9 r M G" ---------------------- - - - --� A CK i SITE PLAN L_ 5 SCALE: 1/2 = 1'0" it �I 'I ;ABANA NOT TO XfEND PAST SETBACK LINE GENERAL NOTES: METAL PEDESTAL G" METAL METAL POST 24" x 24" SIM. COQUINA PAVER - CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR ALL CAST STONE AND ALUMINUM MEMBERS. WHEN POSSIBLE, PROVIDE SAMPLE PIECES FOR REVIEW BY LANDSCAPE ARCHITECT. - ALL ALUMINUM TO BE PAINTED BLACK. 3 WEST ELEVATION L-5 SCALE: 112 = 1'0" G" METAL METAL POST METAL _ PEDESTAL METAL METAL PEDI FINISHED GRADE CONCRETE FOOTING AS PER ENGINEERS DWG5 8' Hardscape Details SCALE METAL PEDESTAL 91, CIRO 11 0211 DATE DRAWN BY CHECKED METAL PO5T bpa SEAL DRAWING NO. L— 5 IC SHEET 5 OF 9 G" METAL METAL PEDESTAL 2 PLAN VIEW L_ SCALE: 1/2 = 1'0" WEST ELEVATION SCALE: 1/2 = 1'0" 2" I" I" G" METAL POST U U METAL PEDESTAL TO MATCH POLE " 21 I I 4 — 2 I„ 2 a a a a ° 31 4 POLE TO FOTTING DETAIL AS PER ENGINEER DRAWINGS CONCRETE FOOTING AS PER ENGINEERS DWGs PEDESTAL DETAIL SCALE: I / I = 1'0" The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 6 0 "1 x RECEIVED M hp I'v"vn al NO. DATE I DESCRIPTION REVISIONS w SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila @bellsouth.net www.smila.net TITLE Hardscape Details SCALE PROJECT NO. noted 0211 DATE DRAWN BY CHECKED 4 -12 -2002 bpa SEAL DRAWING NO. L— 5 SHEET 5 OF 9 NATURAL COQUINA COPING WATER LINE FINISHED GRADE 2 .. ALL RISERS SHALL HAVE, MAXIMUM UNIFORM HEIGHT 10 ". WHERE STEPS OUTSIDE THE'SHALLOW AREA' ''�!��;� \� %a. OF THE POOL, THE BOTTOM RISER ONLY CAN EXCEED 12" STEP DETAIL N.T.5. I' TREADS SHALL HAVE A MINIMUM DEPTH OF 10" 14" x 14" NATURE' COQUINA PLINT 3/8" MORT/ SETTING Bf 115HED GRADE 2 STONE PLINTH L -6 N.T.S. NOTE: SEE MA5TER PLAN FOR POOL EQUIPMENT LOCATIONS. FINISHED GRADE I G'- 18" L" SKIMMER WITH OVERFLOW LOCATION PLINTH TO REST ON 2 POOL COPING NOTES: 1. ENGINEER DWG5. MUST BE PRESENTED TO LANDSCAPE ARCHITECT FOR APPROVAL. 2. POOL CONTRACTOR TO VERIFY ALL POOL DIMENSIONS, POOL LOCATION, * 5ET BACKS PRIOR TO CONSTRUCTION. 3. POOL CONSTRUCTION TO COMPLY WITH ALL APPLICABLE STATE * LOCAL CODES WHETHER INDICATED HERE OR NOT. WHERE COMPLIANCE REQUIRES SUBSTANTIAL DEVIATION FROM THE DESIGN INTENT, AS SHOWN ON THE CONTRACT DRAWINGS, MODIPICATION5 MUST BE REVIEWED * APPROVED BY THE LANDSCAPE ARCHITECT. 4. OBTAIN NECESSARY SUB - SURFACE INFORMATION. EXCAVATE * REMOVE ALL MUCK * OTHER UNACCEPTABLE MATERIAL REPLACE W/ GOOD CLEAN STRUCTURALLY SOUND FILL MATERIAL. PROVIDE DEWATERING AS NECESSARY. 5. OBTAIN ALL NECESSARY PERMITS AS PER STATE * LOCAL CODES. G. INFORMATION SHOWN 15 SCHEMATIC IN NATURE. ALL POOL EQUIPMENT TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. POOL STRUCTURE * ALL EQUIPTMENT SHALL BE WARRANTEED UNDER POOL CONTRACTORS WARRANTY FOR I FULL YEAR FOR PARTS * LABOR. 7. POOL TO BE INSTALLED BY LOCAL * STATE LICENSED POOL CONTRACTOR 8. PROVIDE OPERATION AND MAINTENANCE MANUALS TO OWNER UPON COMPLETION OF WORK * ACCEPTANCE BY OWNER 9. ALL EQUIPTMENT AND EXPOSED PIPING SHALL BE CLEARLY LABELED W/ PERTINENT DATA SUCH AS, BUT NOT LIMITED TO: PUMP * FILTER SPECIFICATIONS, PIPE SIZE, USE * FLOW DIRECTION, ETC. POOL FIN15H SCHEDULE ITEM MATERIAL FIN15H MFR. COMMENT COPING FLORIDA KEYSTONE COQUINA AS NOTED 0 CLASSIC MASONRY 5G 1 -219 -0338 WALLS FLORIDA KEYSTONE COQUINA CLASSIC MASONRY 5G 1 -21 9 -0338 FLOOR OCEAN51DE GLA55 TILE CERAMIC 800 -33049 9x COLOR TO BE DETERMINED STEPS OCEANSIDE GLA55 TILE CERAMIC 8 0 330 49 9x COLOR TO BE DETERMINED 30' 3 POOL PLAN VIEW L- 6 SCALE: 1/4" = 1'-0" STEPS SEE DETAIL 4 NATURAL COQUINA POOL COPING SWIM OUT SEE PLAN FOR LOCATION --\ -4� POOL SECTION L —/' l7 N.T.S. FINISHED GRADE THE s Orthwein Residence 330 Banyan Road Gulf stream, FL 33483 WED NO. DATE DESCRIPTION REVISIONS ®2_10 r SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila0bellsouth.net www.smila.net TITLE Pool Details SCALE P PROJECT NO. AS NOTED 0 0211 I 3' I I I STAI RS AUTOFILL LOCATED ON WEST 51DE OF POOL SWIMOUT I I I STAI R5 I I 3' l: VIM 30' 3 POOL PLAN VIEW L- 6 SCALE: 1/4" = 1'-0" STEPS SEE DETAIL 4 NATURAL COQUINA POOL COPING SWIM OUT SEE PLAN FOR LOCATION --\ -4� POOL SECTION L —/' l7 N.T.S. FINISHED GRADE THE s Orthwein Residence 330 Banyan Road Gulf stream, FL 33483 WED NO. DATE DESCRIPTION REVISIONS ®2_10 r SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila0bellsouth.net www.smila.net TITLE Pool Details SCALE P PROJECT NO. AS NOTED 0 0211 NOTES: - IRRIGATION TO BE PROVIDED BY AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM. - SEE IRRIGATION PLANS FOR IRRIGATION LAYOUT. - WATER SOURCE 15 PROVIDED BY WATER METER ON PREMISES. transplanted weeping podocarpu5 (1) Tabernaemontana divaricata Pinwheel Jasmine 15 -Gal (2G) Ficu5 microcarpa 'Green Island' Ficu5 Green Island 3 -Gal N N N W J W CL 0 CL existing tree (105 I.f.) Ficu5 nitida Cuban Laurel 10' ht. f.t.b. (3) Begonia odorata 'alba' White Angel Begonia 3 -Gal (I) A5Clepia5 curassavica 'Silky Gold' - Yellow Asclepia5 3 -Gal (29) Salvia coccinea 'Snow Nymph' White Salvia I -Gal (1 2 5cl.ft.) Annuals, 4" pots -i (10 suaI5) Annuals Annuals, 4" pots (3) Gardenia augusta 'Miami Supreme' Miami Supreme Gardenia 30"x30" (33) Buxus microphylla Japonica Japanese boxwood I -Gal — I I U U) Wn U) Q T F WI DI �I OI II �I i ILI 1119M. (G) Coreop5i5 leavenworthn Leavenworth Tick5eed I -Gal (1 2) Neomarica gracilis Walking Iris I -Gal (I G scl.ft.) Annuals, 4" pots (1 1) Salvia 'Indigo Spire' Blue Salvia 3 -Gal (1) A5clepia5 curas Yellow A5clepia5 3 -Gal _ 1110 =1« (5) Homalomena Emerald Green I -Gal (1 5) Neomarica 3racili5 Walking Iris I -Gal (5) Galphimia gracilis Thryalli5 3 -Gal (2G) Neomarica longifolia (8 I.f.) Podocarpus macrophyliu5 Fan Iris I -Gal Yew podocarpu5 5' ftb (12) Begonia odorata 'alba' White Angel Begonia 3 -Gal (I .' I.f.) Podocarpus macrophyliu5 (1 2 5cl.ft.) Annuals Yew podocarpu5 5' ftb Annuals (as specified) i -Gal (G) FICU5 microcarpa 'Green Island' (4) Coreopsi5 leavenworthn FICU5 Green Island 3 -Gal Leavenworth Tickseed I -Gal (8) Neomarica longifolia Fan Iris I -Gal (10) Neomarica 3rac1115 Walking Ir15 I -Gal (4 I.f.) Podocarpus macrophyllu5 Yew podocarpu5 5' ftb (8) FICU5 microcarpa 'Green 151and' Ficu5 Green Island 3 -Gal, 18" o/c (2) Tabernaemontana divaricata Pinwheel Jasmine 15 -Gal (G) Ficu5 microcarpa 'Green Island' FiCUS Green Island 3 -Gal, 18" o/c I I I (42) Ficu5 microcarpa 'Green Island' Ficu5 Green Island 3 -Gal, 18" o/c I I I (2) Tabernaemontana divaricata Pinwheel Ja5mme 15 -Gal i (1) Citrus x paradi5i 'Ruby' Ruby Red Grapefruit 10' 5pd (1) Citrus 5inensi5 'Valencia Orange' Valencia Orange 10' 5pd 1 lawn (25) Ficu5 microcarpa 'Green 15land' V Ficu5 Green Island 3 -Gal � FFFTYAFF SFTBA� 301-0- F -- (23) Gardenia augusta 'Miami Supreme' — Miami Supreme Gardenia 30"x30", f � b— — — �4 a (1) Hibi5cu5 'Anderson Crepe Hibiscus' Anderson Crepe Hibiscus 10 -gal, 8' ht. bush '— (1 1 5) Buxus microphylla ,Japonica Japanese boxwood I -Gal (I G) Ruellia brittoniana 'Purple Showers' Purple Showers Ruellia 3 -Gal (1) A5clepia5 cura55avica 'silky Gold' Yellow A5clepia5 3 -Gal (I 8) Salvia 'Indigo Spire' Blue Salvia 3 -Gal (19) Galphimia graalis Thryalli5 3 -Gal (25) Salvia coccinea 'Snow Nymph' White Salvia I -Gal (2) Argyreia nervosa (1) Argyreia nervosa Silver Morning Glory 3 -Gal Silver Morning Glory 3 -Gal r(52) Ficu5 microcarpa 'Green 151and' Ficu5 Green Island 3 -Gal, 18" o% (4 13) Trachelo5permum asiaticum'minima' Minima Jasmine I -Gal LO N J c Landscape Plan I SCALE PROJECT NO. (3) u5a acuminata 'Cavendish' 1/81' = 1' 0" 0211 Cavjnc h I O -gal, G' -8' multi DRAWN BY CHECKED U bpa CL SEAL DRAWING NO. (28) Buxus microphylla Japonica L— 7 Japfnoe boxwood I -Gal, G" o% SHEET CL I� (5) rlll15cu5'grafted' Hibscq? 3 -Gal, 18" o/c I W I� I � I� 10 i 10 IN I I (18 I.f.) FICU5 nitida I Cuban Laurel 10' ht., f.t.b. t N 1 IN IN a o a I ( (55) Buxus microphylla Japonica I Japanese boxwood I -Gal, G" o/c LJ -------------------------- --------------------------------- - - - --� y 20'-0" REAR YARD SETBACK (170 I.f.) Ficu5 nitida (1) Hibiscus 'Anderson Crepe Hibiscus' LAWN Cuban Laurel 10' ht. f.t.b. Anderson Crepe Hibiscus I O -gal, 8' ht. bush 9 3 Ph d t It T ..... , e. �ciw.vrww.v�« (1) 5trelitzia nicollu White Bird Of Paradise 12' b *b multi cane '— (3) Aloca5ia portadora Portadora Lily 7 -Gal (98) Annuals Annuals (a5 specified) 4" pots (147) Buxus microphylla Japonica Japanese boxwood I -Gal, G" o% 40/ (G) Terra Cotta pots w/ annuals Annuals (a5 specified) 4" pots Pots not in contract. 0 0 r oenix aC y I era urns 14) Dyp5i5 lutescens Tunis date palm 8' ct. Areca Palm 1 5' oa - full (1 1 9 I.f.) Ficus nitida (24) Trachelo5permum Jasminoides (1 14) Annuals Cuban Laurel 10' ht. f.t.b. Confederate Ja5mme 7 -Gal, train and pin to waAnnuals (a5 specified) 4" pots 0 0 0 _ PROPERTY LINE 160. 10' existing ficu5 - (97 I.f.) Ficu5 nitida Cuban Laurel 10' ht. f.t.b. - (3) Wodytia bifurcata Foxtail Palm 7 c.t. (34 I.f.) Ficu5 nitida Cuban Laurel 10' ht. f.t.b. (1) Per5ea americana Avocado I O' ht. (2) Brugman5ia X candida Angel'5 Trumpet, Salmon, 15 -Gal, 8' ht. (30) Begonia odorata 'alba' White Angel Begonia 3 -Gal The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 x i 0 2 o to Dsmnf NO. I DATE I DESCRIPTION REVISIONS Oti -1® SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite #206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561 -655 -9007 FL registration *223 & #295 NY registration *1704 e -mail: smila @bellsouth.net www.smila.net TITLE Landscape Plan SCALE PROJECT NO. 1/81' = 1' 0" 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. 27 ° ®Z L— 7 SHEET 7OF9 1 /3 -,• ROOT BALL SEE TREE BRACING DETAIL MIN. (3) 2 "X411 BRACES OF NEW CLEAR LUMBER. TOE NAIL TO BATTEN W/ DOUBLE HEADED 20D NAILS. PAINT MATT GREEN KEEP ROOT CROWN ABOVE MULCH 2" MINIMUM MELALEUCA MULCH (ONLY WHERE INDICATED ON PLAN - 50D TO TREE OTHERWISE) 4" SAUCER MOUND. REMOVE AFTER 15T GROWING SEASON (WHEN MULCHING ONLY) BACKFILL (SEE SPECIFICATIONS FOR PALMS) 2 "X 4 "X 24" STAKE PAD (2) 3/4" PLASTIC BANDS 5 LAYERS OF BURLAP WRAP BETWEEN BATTEN AND TRUNK G - 2 "x 4 "x I G" WOOD BATTENS MIN. (3) 2 "x 4" BRACES OF NEW CLEAR LUMBER, PAINT MATT GREEN, TOE NAIL BRACE TO BATTEN, NO NAILS IN ANY TREE 5 LAYERS OF BURLAP WRAP BETWEEN BATTEN AND TRUNK (2) 3/4" PLASTIC BANDS G- 2 "x4 "x IG "WOOD BATTENS MIN. 3 - 211x 4" BRACES OF NEW CLEAR LUMBER NOTE: SECURE BATTENS WITH 2 - 3/4" PLASTIC BANDS TO HOLD BATTENS IN PLACE DURING PLANTING PROCESS. DO NOT NAIL BATTENS TO PALM, HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. REMOVE BATTEN BRACE AFTER HURRICANE SEASON IF PLANTS ARE PROPERLY ROOTED PALM PLANTING DETAIL 2 TREE BRACING DETAIL SCALE: 112" = 1'0" L-8) SCALE: 112'1 = 1'0i1 FIN. GR G' MIN 4 SHRUB P L_8 SCALE: 112" = I'011 KEEP ROOT CROWN ABOVE MULCH 2" (MIN.) MELALUCA MULCH 3" SAUCER MOUND, REMOVE AFTER 15t GROWING SEASON LL (SEE SPECIFICATIONS) i v JOWN B vl 'l, URLAP ONE THIRD IF B * B LANT ING DETAIL PLANT IN PLANTING BED NKEEP ROOT CROWN "" ` ABOVE MULCH t.,;: .L +'h,; ' +.;" ,�r;;r,; 'r:r'•�.`'. }, ;.e. 2" MULCH .a +,� 'yi,, 1t. .,. N„'•l +,ryti,h •�••, `rrr•,r..i r'�•.'''� •+• i' `•,, ",' •,' G 11 PLANTING 501L MIX •'•i., ;;;�,,ti •;,� ,: +,, ` ^`el; +n•w'.v'r , •�,,;�;:, >�•::: •;,; TURNED INTO EXISTING :; �;t ;. a,41i u' „at. r:• "�ah0i" �r'" "�;'�:�4; .:;aa , !. TOP 501L �,,,' :t,'yt l� •Vq „, � F ,' +A {��•. +F; .n�+}� nr vy .�.�:r �y'+' 50D - SEE SOD �• .��,,�,.L A. Vii, "�N� .,. • +��•^r'' "9' PLANTING DETAIL Now 1211 MINIMUM NOTE: LAY SOD TO EDGE OF BED AND REMOVE OVERLAP BY CUTTING STRAIGHT CLEAN EDGE PLANTING BED DETAIL SCALE: 112" = I'0'1 'i.'j *•r''+j' l''Y "� ^ +:`r:•,tA +S'�':r "!r'�i11 "'� �.��:5i 1/3 HT (fYP.) ° 5 POTTED L-8 SCALE: 1/2" = 1'0i1 FIN. GF • GUYWIRE W/ RUBBER H05E TURNBUCKLE (3) 2" X 2" X G' P.T, WOOD STAKES, MIN. 2' IN GROUND EVENLY SPACED (1200) AS PER DETAIL, PAINT MATT GREEN 2" MELALEUCA MULCH, KEEP ROOT BALL ABOVE MULCH TURN DOWN BURLAP ONE THIRD 4" SAUCER MOUND. REMOVE AFTER FIRST GROWTH SEASON. BACKFILL (SEE SPECIFICATION) NOTE: REMOVE ALL SUCKER GROWTH 1/3 ROOT BALL TREE PLANTING DETAIL SCALE: 112" = 1'0" POTTED PLANT POT MATERIAL AS SPECIFIED ON PLANS - PLANTER SOIL MIX AS SPECIFIED SEASHORE PASPALUM �- I " (MIN.) OF CLEAN (POOLED AFTER LAYING) YELLOW SAND 114" SAND TOP DRESS, FILTER CLOTH RAKE GRADE INTO 2` (MIN.) WASHED SOD WATER IN CRUSHED STONE I " ± OF COURSE SAND FOR LEVELING PLANT DETAIL WALL OR COLUMN DRILL HOLE * FILL WITH POLYVINYL SEALANT 3/1 G`0 5T. 5TL. SCREW EYE TIE KNOT TO LEAVE AMPLE SPACE FOR PLANT GROWTH PLASTIC SCREW SLEEVE INSERTED IN WALL (AFTER POLYVINYL SEALANT 15 INJECTED IN HOLE) VINING PLANT AS INDICATED ON PLAN 8 WALL PIN DETAIL L_8 SCALE: 1/2" = I'0t1 M l SOD PLANTING DETAIL SCALE: 112" = 1'0" �-1 j 31 u u *- (tYl') - WALL ELEVATION SCALE: 1/4" = Poll PAGE PIN DETAIL � GUYING WIRE DETAIL L -8 MA50NARY WALL .024 GA. STAINLESS STEEL WIRE STAINLESS STEEL SCREW It WASHER PLASTIC RING PLASTIC ANCHOR - FILL W/ POLYSEAL CAULKING BEFORE INSERTING SCREW The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 NO. DATE DESCRIPTION Ck REVISIONS �' 0 r SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration * 1704 e -mail: smila @bellsouth.net www.smila.net TITLE Landscape Details SCALE PROJECT NO. 1 /2" = 1' 0" 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. L- 8 SHEET 8 OF 9 LANDSCAPE SPECIFICATIONS GENERAL CONDITION5 SCOPE 1. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CON515T OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, ETC., NECESSARY FOR THE EXECUTION OF THE WORK AS HEREIN SPECIFIED AND SHOWN ON THE DRAWINGS. 2. THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL MATERIAL IN ACCORDANCE WITH SOUND NURSERY PRACTICE AND SHALL PERFORM MAINTENANCE AND WATERING UNTIL FINAL COMPLETION AND ACCEPTANCE BY THE LANDSCAPE ARCHITECT. EXAMINATION OF DRAWINGS AND 51TE 1. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE AND FULLY ACQUAINT HIMSELF WITH ALL OF THE EXISTING CONDITIONS IN ORDER THAT NO MISUNDERSTANDING MAY AFTERWARDS ARI5E AS TO THE CHARACTER OR AS TO THE EXTENT OF THE WORK TO BE DONE, AND LIKEWISE, IN ORDER TO ADVISE AND ACQUAINT HIMSELF WITH ALL PRECAUTIONS TO BE TAKEN IN ORDER TO AVOID INJURY TO PERSONS OR PROPERTY OF ANOTHER. NO ADDITIONAL COMPENSATION WILL BE GRANTED BECAUSE OF ANY UNUSUAL DIFFICULTIES THAT MAY BE ENCOUNTERED IN THE EXECUTION OR MAINTENANCE OF ANY PORTION OF THE WORK. ANY DISCREPANCIES, OR OMISSIONS OR DOUBTS AS TO MEANING SHALL BE COMMUNICATED TO THE LANDSCAPE ARCHITECT, WHO WILL MAKE ANY INTERPRETATIONS HE/SHE DEEMS NECESSARY. PLANT L15T 1. ANY DISCREPANCY BETWEEN THE PLANT LI5T AND THE DRAWINGS SHALL BE CONSIDERED AS CORRECT ON THE DRAWINGS. PROTECTION OF PUBLIC AND PROPERTY 1. THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK AGAINST INJURY FROM ANY CAUSE AND SHALL PROVIDE AND MAINTAIN ALL NECESSARY GUARDS FOR THE PROTECTION OF THE PUBLIC. HE SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO A PERSON OR PROPERTY WHICH MAY OCCUR AS A RESULT OF HI5 FAULT OR NEGLIGENCE IN THE EXECUTION OF THE WORK. 2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN WORKMAN'S COMPENSATION, COMPREHENSIVE GENERAL LIABILITY INSURANCE ($1 ,000,000) AND PROPERTY DAMAGE INSURANCE ($1 ,000,000.00). A COPY OF THE CERTIFICATE OF INSURANCE MUST BE FURNISHED TO OWNER. r • ' InWij 1. THE GUARANTEE PERIOD FOR ALL MATERIAL SHALL BEGIN AFTER FINAL APPROVAL BY LANDSCAPE ARCHITECT. 2. ALL MATERIAL EXCEPT 50D SHALL BE GUARANTEED FOR ONE YEAR PROVIDED IT RECEIVES PROPER MAINTENANCE (AS PRESCRIBED BY THE LANDSCAPE CONTRACTOR) BY THE OWNER AND IS NOT DAMAGED OR DESTROYED BY HURRICANES OR OTHER CAUSES BEYOND THE CONTRACTOR'S CONTROL. 3. IT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT THE OWNERS NEGLECT TO PROVIDE PROPER CARE OF THE MATERIAL. 4. ALL REPLACEMENT C05T OF GUARANTEED MATERIAL, INCLUDING EQUIPMENT, AND LABOR, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AWARD OF CONTRACT 1. ONLY UNIT PRICE - INSTALLED BIDS FOR THE WORK WILL BE ACCEPTABLE. HOWEVER, THE OWNER RETAINS THE RIGHT TO DELETE PORTIONS OF THE WORK FROM THE CONTRACT AND /OR AWARD SEPARATE CONTRACTS FOR PHASES OF THE PROJECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS WHEN SUCH REJECTIONS ARE IN THE INTEREST OF THE OWNER. EXECUTION OF THE WORK 1. THE LANDSCAPE CONTRACTOR SHALL HAVE HI5 LABOR CREWS CONTROLLED AND DIRECTED BY A LANDSCAPE FOREMAN WELL VERSED IN PLANT MATERIALS, PLANTING, READING OF BLUEPRINTS AND COORDINATION BETWEEN JOB AND NURSERY IN ORDER TO EXECUTE INSTALLATION RAPIDLY AND CORRECTLY. WATER 1. WATER SOURCE SHALL BE FURNISHED BY THE OWNER. 2. IT 15 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO COORDINATEHI5 WORK WITH IRRIGATION CONTRACTOR. 3. ALL PLANT MATERIAL INSTALLED PRIOR TO THE INSTALLATION OF THEW IRRIGATION SYSTEM SHALL BE WATERED WITH A TEMPORARY SYSTEM BY THE LANDSCAPE CONTRACTOR 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5UBGRADE OF LANDSCAPE AREAS UNLESS OTHERWISE SPECIFIED. THE TERM 5UBGRADE SHALL BE DEFINED AS 4 " -G" BELOW FINISH GRADE UNLESS OTHERWISE NOTED ON PLANS. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHED AND FINE GRADING WITHIN PLANTER BEDS AND THE FILLING OF PLANTER BOXES. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXCESS 501L AND DEBRIS ACCUMULATED DURING H15 WORK. 3. THE 50D CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE IN ALL SODDED AREAS. SEE SPECIFICATIONS RELATING TO SPECIES GROWERS. DIGGING 1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK 50 AS NOT TO DAMAGE EXISTING WORK, INCLUDING UNDERGROUND AND OVERHEAD PIPES AND CABLES. SHOULD SUCH UNDERGROUND AND OVERHEAD OBSTRUCTIONS BE ENCOUNTERED WHICH INTERFERE WITH PLANTING, THE LANDSCAPE ARCHITECT OR THE OWNER`S AUTHORIZED REPRESENTATIVE SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS TO CLEAR SUCH OBSTRUCTION OR MOVE THE OBSTRUCTION. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK. PLANTING PITS 1. EXCAVATE CIRCULAR PITS WITH VERTICAL SIDES FOR ALL PLANTS, EXCEPT FOR HEDGES AND PLANTS SPECIFICALLY DESIGNATED TO BE PLANTED IN BEDS. DIAMETER OF PITS OF TREES AND SHRUBS SHALL BE AT LEAST 1/3 LARGER THAN THE DIAMETER OF THE BALL. 2. EXCAVATE PLANTING PITS AND PLANTING BED5, PREPARE FINE 5UBGRADE THROUGHOUT ALL PITS AND BEDS, AND PLACE THE PLANTS TO BE PLANTED FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE INSTALLATION PRUNING 1. REMOVE DEAD AND BROKEN BRANCHES FROM ALL PLANT MATERIAL IMMEDIATELY. PRUNE TO RETAIN TYPICAL GROWTH HABIT OF INDIVIDUAL PLANTS WITH AS MUCH HEIGHT AND SPREAD AS 15 PRACTICAL. 2. HEDGE MATERIALS TO BE PULLED IN, TIED AND TRIMMED TO VERTICAL AFTER INSTALLATION, WITH A FINISHED APPEARANCE UNLESS OTHERWI51ff- NOTED. TREE BRACING AND GUYING 1. LARGE TREES AND PALMS SHALL BE BRACED WITH CYPRESS POLES OR CLEAN LUMBER. BRACES SHALL BE PAINTED MATTE GREEN FINISH. 2. SMALL TREES SHALL BE GUYED IN THREE DIRECTIONS WITH THREE STRANDS OF NO. 12 GALVANIZED WIRE ATTACHED TO ANCHORS DRIVEN BELOW GRADE. WIRES WHICH COME IN CONTACT WITH THE TREE ARE TO BE ENCASED IN RUBBER HOSE. PLANT MATERIALS 1. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO THE NAMES GIVEN IN HORTU5 III AND IN STANDARDIZED PLANT NAMES, 1942, LATEST EDITION. PREPARED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT INCLUDED THEREIN, CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. 2. QUALITY: PLANTS SHALL HAVE A HABIT OF GROWTH THAT 15 NORMAL FOR THE SPECIES AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECT PESTS, PLANT DISEASES AND INJURIES. TREES SHALL BE HEAVILY BRANCHED, OR IN PALMS, HEAVILY LEAFED. REQUIREMENTS FOR THE MEASUREMENT, BRANCHING GRADING, QUALITY, BALLING AND BURLAPPING OF PLANTS IN THE PLANT LISTS GENERALLY FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., AND THE AMERICAN STANDARD FOR NURSERY STOCK. PLANT MATERIAL SHALL BE GRADED AS SPECIFIED ON THE DRAWINGS. GRADES SHALL CONFORM TO GRADES AND STANDARDS FOR NURSERY STOCK, STATE PLANT BOARD OF FLORIDA. PALMS WITH MARRED OR BURNED TRUNKS WILL NOT BE ACCEPTED, PLANTS WITH BROKEN, DAMAGED, OR INSUFFICIENT BALLS WILL BE REJECTED. ALL PLANTS SHALL BE FLORIDA FANCY. 3. SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. PLANTING 501L GROUND COVER BEDS - REMOVE G" OF EXISTING SOIL AND FILL IN WITH G" OF APPROVED SOIL. MIX IN WITH 50% BACKFILL. SHRUB 5ED5- REMOVE G" OF EXISTING 501L AND FILL WITH 6" OF APPROVED SOIL. MIX IN 50% BACKFILL. TREE PIT5- REMOVE 501L IN THE AMOUNT OF 1/3 LARGER THAN THE BALL OF THE TREE AND REPLACE WITH APPROVED TOP SOIL. PALM5- REMOVE 501L IN THE AMOUNT OF 1/3 LARGER THAN THE BALL OF THE PALM AND REPLACE WITH CLEAN YELLOW SAND FREE OF WEEDS. ALLGRO STANDARD MIX 501L (APPROVED 501Q 1. SOLE SOURCE - FROM ATLAS PEAT * 501L INC., P.O. BOX 3867, BOYNTON BEACH, FLORIDA, 33424 -3867, (5G 1) 734 -7300 2. CO- COMPOST CON515TING OF YARD TRIMMINGS AND B1050LID5. THE DEFINITION OF ALLGRO 501L OR APPROVED CO- COMPOST 15 AS FOLLOWS: 15I050LID5 CO- COMPOST SHALL CON515T OF A STABILIZED MIXTURE OF GROUND YARD TRIMMINGS AND 13I05CLID5 PROCESSED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF SEWAGE SLUDGE COMPOST. COMPOSTED BIOSOLID5 SHALL ONLY BE OBTAINED FROM FACILITIES OPERATING IN COMPLIANCE WITH A VALID PERMIT FOR THE COMP05TING OF 5I05OLID5, PRODUCING A CLA55 AA RESIDUAL PRODUCT, AND STORING PRODUCT ON A PAD WITH A CURRENT NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF AGRICULTURE. ALLGRO 501L OR THE COMPOSTED 151050LID5 SHALL HAVE THE FOLLOWING CHARACTERI5TIC5: - WEED FREE - WATER HOLDING CAPACITY - 200%13Y WEIGHT MINIMUM - MOISTURE CONTENT - 50% BY WEIGHT MAXIMUM - CARBON TO NITROGEN RATIO - LE55 THAN 25 TO I - ORGANIC MATTER CONTENT - 40% BY DRY WEIGHT MINIMUM - SOLUBLE SALTS - LE55 THAN 3 MHZ / CM - PH- 7.0 -7.9 - STABILITY (RESPIRATION / CO2 EVOLUTION) - 4.0 MAXIMUM - MINIMUM NUTRIENT LEVELS AS FOLLOWS: MACRO NUTRIENTS NITROGEN (N) - 1.0% MINIMUM, WATER INSOLUBLE NITROGEN 90% MIN. PHOSPHORUS (P) - 0.5% MINIMUM POTA551UM (K) - 0.2% MINIMUM OTHER MACRO AND MICRO NUTRIENTS THE COMPOST SHALL CONTAIN LEVELS OF THOSE MICRO NUTRIENTS NECE55ARY FOR PLANT GROWTH. THESE INCLUDE CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE, AND MOLYBDENUM. COMPOST NOT MEETING THESE REQUIREMENTS WILL NOT BE ACCEPTED. 1. 501L FOR PLANTING TREES, SHRUBS AND GROUND COVER SHALL BE ALLGRO SOIL UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 2. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO REMOVE ANY EXCESS SOIL AND DEBRIS FROM THE SITE. REFER TO THE GRADING PLAN AND GRADING SPECIFICATIONS. FERTILIZER 1. TREES USE ONE 320 GRAIN AERIFORM PLANTING TABLET PER 1/2" TRUNK DIAMETER. SPACE EQUALLY AROUND AT 2/3 DEPTH OF BALL. 2. SHRUBS AERIFORM PLANTING TABLETS SHALL BE USED AS FOLLOWS: GALLON CAN MATERIAL: 2 EGG CAN MATERIAL: 4 LERIO CAN AND LARGE B *B MATERIAL: 6 3. SOD USE 8 -10 -10 FERTILIZER WITH TRACE ELEMENTS APPLIED AT THE RATE OF 15 L155. PER 1000 5Q. FT. PRIOR TO LAYING SOD. 5ABAL PALMS 1. 5ABAL PALMS SHALL HAVE A MINIMUM TRUNK DIAMETER OF 12" MEASURED 2' ABOVE GROUND. ROOT BALL SHALL BE A MINIMUM OF 4' IN WIDTH. HEDGES 1. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FULL MATERIAL TO PRODUCE A SOLID SCREEN FROM THE TOP OF THI5 HEDGE TO THE BASE. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO ADD FILLERS TO THE HEDGE AS NEEDED TO PRODUCE A SOLID FULL TO BASE (F.T.B.), SCREEN TO BE INCLUDED IN THE CONTRACTED PRICE. 3. PLANT MATERIAL WITH WEAK OR THIN FOLIAGE WILL NOT BE ACCEPTED. VINES 1. MATERIALS * INSTALLATION OF VINE SUPPORTS SHALL BE INCLUDED IN UNIT COST OF VINE SPECIFIED 50DDING 1. THE LANDSCAPE CONTRACTOR SHALL SOD ALL AREAS INDICATED AND NOTED ON THE DRAWINGS. 2. NO SODDING SHALL OCCUR UNTIL ALL AREAS TO BE SODDED ARE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, THE GROUND BROUGHT TO AN EVEN GRADE AND SPECIFIED AMENDMENTS HAVE BEEN ADDED. SEE DETAILS FOR SPECIFIC AMENDMENTS AS PER 50D TYPE. 3. THE 50D SHALL BE FIRM, TOUGH TEXTURE, HAVING A COMPACTED GROWTH OF GRA55 WITH GOOD ROOT DEVELOPMENT. IT SHALL CONTAIN NO NOXIOUS WEEDS, OR ANY OTHER OBJECTIONABLE VEGETATION, FUNGUS, INSECTS OR DISEASE. PREPARATION OF AREAS SHALL BE PERFORMED WELL ENOUGH IN ADVANCE TO ALLOW SUFFICIENT TIME TO WORK PROPERLY. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD, CLEAN EARTH, FREE FROM STONES AND DEBRIS. THE 50D SHALL BE FREE FROM FUNGUS, VERMIN, AND OTHER DISEASES. 4. BEFORE BEING CUT AND LIFTED, THE 50D SHALL HAVE BEEN MOWED AT LEAST THREE TIMES WITH A LAWN MOWER, WITH THE FINAL MOWING NOT MORE THAN SEVEN DAYS BEFORE THE 50D IS CUT. THE 50D SHALL BE CAREFULLY CUT INTO UNIFORM DIMENSIONS. 5. SOLID 50D SHALL BE LAID WITH CLOSELY ABUTTING JOINTS WITH A TAMPED OR ROLLED EVEN SURFACE. G. WATERING SHALL BE ACCOMPLISHED UNTIL ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECT. 7. MAINTENANCE OF MATERIAL SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR UNTIL FINAL APPROVAL OF LANDSCAPE ARCHITECT. 8. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BRING THE 50D EDGE IN A NEAT, CLEAN MANNER TO THE EDGE OF ALL PAVING AND SHRUB AREAS. 9. SEE PLANS FOR DETAILS. RE: SOD VARIETIES 10. t I " OF LEVELING SAND IS REQUIRED PRIOR TO INSTALLATION OF PA5PALUM. 1 1. ALL 50D AREA SHALL BE TREATED WITH 'ROUND UP' TWO WEEKS PRIOR TO INSTALLATION FOR REMOVAL OF ANY EXISTING OBJECTIONABLE PLANTS. DOSAGE AND APPLICATION PER MANUFACTURERS SPECIFICATIONS. CLEAN UP 1. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HI5 EMPLOYEES OR WORK. HE SHALL LEAVE ALL PAVED AREAS "BROOM CLEAN" WHEN COMPLETED WITH THE WORK. 2. MARKS AND DAMAGE TO EXISTING PAVING MATERIALS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND REMOVED AND REPLACED OR CLEANED. PLANT LIST Quantity Scientific Nave Common Nave Planting Size 6 Alocasia portadora Portadora Lily 7 -Gal 13 Annuals Annuals (as specified) 1 -Gal 256 Annuals Annuals (as specified) 4' pots 3 Argyreia nervosa Silver Morning Glory 3 -Gal 3 Asclepias curassavica 'Silky Gold' Yellow Asclepias 3 -Gat 52 Begonia odorata 'alba' White Angel Begonia 3 -Gal 2 Brugmansia X candida Angel's Trumpet, Salmon 15 -Gal, 8' ht, 515 Buxus microphylla ,Japonica Japanese boxwood 1 -Gal 1 Citrus sinensis 'Valencia Orange' Valencia Orange 10' spd 1 Citrus x paradisl 'Ruby' Ruby Red Grapefrult 10' spd 10 Coreopsis leavenworthli Leavenworth Tickseed 1 -Gal 1 Dombeya 'Seminole' Dombeya Seminole 5' x 5', 25 Gal. 14 Dypsis lutescens Areca Palm 15' oa - full 165 Ficus microcarpa 'Green Island' Ficus Green Island 3 -Gal 543 t.f. Ficus nitida Cuban Laurel 10' ht. f.t.b. 24 Gatphimia gracitis ThryaWs 3 -Gal 26 Gardenia augusta 'Miami Supreme' Miami Supreme Gardenia 30'x30' 2 Hibiscus 'Anderson Crepe Hibiscus' Anderson Crepe Hibiscus 10 -gal, 8' ht. bush 5 Hibiscus 'grafted' Hibiscus 3 -Gal, 18' o/c 5 Homatomena 'Emerald Green' Emerald Green 1 -Gal 1 Musa acuminata 'Cavendish' Cavendish 10 -gat, 6' -8' multi 37 Neomarica gracilis Walking Iris 1 -Gal 34 Neomarica longifolia Fan Iris 1 -Gat 1 Persea amerlcana Avocado 10' ht. 3 Phoenix dactylifera 'Tunis' Tunis date palm 8' c. t. 58 Lf. Podocarpus macrophyltus Yew podocarpus 5' ftb 16 RueWa brittonlana 'Purple Showers' Purple Showers Ruettia 3 -Gat 29 Salvia 'Indigo Spire' Blue Salvia 3 -Gal 54 Salvia coccinea 'Snow Nymph' White Salvia 1 -Gal 1 Strelitzia nicollii White Bird Of Paradise 12' b &b 5 Tabernaemontana divaricata Pinwheel Jasmine 15 -Gal. 413 Trachelospermum asiaticum 'minima' Minima Jasmine 1 -Gat 24 Trachelospermum jasminoides Confederate Jasmine 7 -Gal, train to watt 3 Wodytia bifurcata Foxtail Palm 7' c. t, 9,500 s.f. Paspalum Sod See Specifications 30 c.y. Yellow Sand For leveling 18 c,y. AttGro Standard soil See Specifications 19 c.y. Metatuca Mulch See Specifications The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 ,s � �I NO. DATE DESCRIPTION REVISIONS ®� e SANCHEZ & NIADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655-9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration *1704 e -mail: smila @bellsouth.net www.smila.net TITLE Landscape Specifications SCALE PROJECT NO. N/A 0211 DATE DRAWN BY CHECKED 04 -12 -02 bpa SEAL DRAWING NO. SHEET 9 OF 9 V ©I \/F Nil INARFR PIPE 51ZING LEGEND 9�fl PIPE 51ZE GPM 112 0 -5 3/4 G -10 I I I -IG 1-1/4 17 -28 NOZZLE LEGEND ?one The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 x u 0 7 if. NO. I DATE ( DESCRIPTION REVISIONS e � .e ® SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration 11704 e -mail: smilacbellsouth.net www.smila.net TITLE Irrigation Plan L L PROJECT NO. Driphne 0211 DATE DRAWN BY CHECKED C E I ( DRAWING NO. p ^— 27 ®'�.. IR— SHEET 1 OF 3 A RAINBIRD 15F 3.70 GPM @ 30 PSI K E T T ( B RAINBIRD 15TQ 2.78 GPM @ 30 PSI ( 1 m V V P _ — — — — P P R ' 1 KA4 W C RAINBIRD 15H 1.85 GPM @ 30 PSI 1 � — _ PVC— — — Point of connection PVC pipe to in � / - P' = P 0 T Drip! ne 1 V V I 1 O D RAINBIRD 1 5T 1.23 GPM @ 30 PSI i 1 0 � Q Point of connection PVC pipe to dripline III E RAINBIRD 15Q .93 GPM @ 30 PSI ( 1- C _ _ — _ -A Q) Q Q Q Q R T 1 I ( F RAINBIRD 1217 2.G GPM @ 30 PSI — — Daphne E L I G RAINBIRD 12TQ 1.95 GPM @ 30 PSI I I I N N N N R R 1 ( W H RAINBIRD 12H 1.30 GPM @ 30 PSI C I 1 I I 1 I ' R I RAINBIRD 12T .87 GPM @ 30 PSI 1 1 � VT > 1 3" Sleev i � 1 J RAINBIRD 12Q G5 GPM @ 30 PSI Point of connection PVC pipe to dripline ( A 16 Drip Zone n 2" Sleeve K RAINBIRD I OF -LA 1.57 GPM @ 30 P51 I I 70 A I ; L RAINBIRD I OH -LA .79 GPM @ 30 PSI n ( 85 1 1 M RAINBIRD i OT -LA .52 GPM @ 30 PSI Dripime ( 1 �' I Point of connection A2 Y 1 N N RAINBIRD I OQ -LA .39 GPM @ 30 PSI I 1 I PVC pipe to dripline A3 r 1 0 RAINBIRD 8F -FLT 1.05 GPM @ 30 PSI 1 P RAINBIPD 8H -FLT .52 GPM @ 30 PSI 1 1 ( Point of connection PVC pipe to dripline I Q RAINBIRD 8T -FLT .35 GPM @ 30 PSI E 1 1 Dripline 1 '319 R RAINBIRD 8Q -FLT .2G GPM @ 30 PSI I ( 1 E X 1 31A i W W 5 RAINBIRD 51' .41 GPM @ 30 PSI Point of connection I 1 T RAINBIRD 5H X .20 GPM @ 30 PSI PVC pipe to dripline 11 R P E U RAINBIRD 5T .13 GPM @ 30 PSI A 15 1_ d ( 1 Point w cu H V RAINBIRD 5Q 10 GPM @ 30 PSI n I 152 i 1 _ 314" of connection PVC pipe to dnphne � � - � I � W RAINBIRD I 555 I .2 I GPM @ 30 PSI H H n�c Provide Install Controller R P `� ( X RAINBIRD 15E5T G I GPM @ 30 PSI Drip Zone A I 7 ( 1 3/ � Driphne � Y RAINBIRD I SCST 1.21 @ (n qq I I,C I -l�4" Q' Point of connection I n ( i ` �1 Z RAINBIRD 1300A 9 GPM 30 PSI -F @ ?one The Orthwein Residence 330 Banyan Road Gulf stream, Florida 33483 x u 0 7 if. NO. I DATE ( DESCRIPTION REVISIONS e � .e ® SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite *206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration 11704 e -mail: smilacbellsouth.net www.smila.net TITLE Irrigation Plan SCALE PROJECT NO. 1' 0" 0211 DATE DRAWN BY CHECKED 04 -15 -02 CLS SEAL DRAWING NO. p ^— 27 ®'�.. IR— SHEET 1 OF 3 IRRIGATION SPECIFICATIONS EXTENT: INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THE IRRIGATION SYSTEM. THE WORK INCLUDES, BUT 15 NOT LIMITED TO THE FOLLOWING: (1) TRENCHING AND BACKFILLING; (2) AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM; (3) TEST ALL SYSTEMS AND MAKE OPERATIVE; (4) A5 -BUILT DRAWINGS. GENERAL: 1. PERMITS AND FEES: OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION SHALL BE ARRANGED AS REQUIRED. ON COMPLETION OF THE WORK, SATISFACTORY EVIDENCE SHALL BE FURNISHED TO THE TENANT'S CONSTRUCTION REPRESENTATIVE TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE ORDINANCES AND CODE REQUIREMENTS. 2. APPROVAL; WHEREVER THE TERMS "APPROVE" OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY SHALL MEAN THE APPROVAL OF THE TENANT'S CONSTRUCTION REPRESENTATIVE IN WRITING. 3. BEFORE ANY WORK 15 STARTED, A CONFERENCE SHALL BE HELD BETWEEN THE CONTRACTOR AND THE TENANT'S CONSTRUCTION REPRESENTATION CONCERNING THE WORK UNDER THI5 CONTRACT. 4. COORDINATION; COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. 5. INSPECTION OF SITE; A. CONTRACTOR SHALL ACQUAINT THEMSELVES WITH ALL 51TE CONDITIONS SUBMISSION OF HIS OR HER PROPOSAL SHALL BE CONSIDERED EVIDENCE THAT THE EXAMINATION HAS BEEN CONDUCTED. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE TENANT'S CONSTRUCTION REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO 50 WILL MAKE CONTRACTOR LIABLE FOR ANY DAMAGE THERETO ARISING FROM H15 OR HER OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN ON PLANS. B. CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT AS MAY BE REQUIRED TO CONNECT TO EXISTING 5TUBOUT5, SHOULD SUCH STUBS NOT BE LOCATED EXACTLY AS SHOWN, AND AS MAY BE REQUIRED TO WORK AROUND EXISTING WORK AT NO INCREASED COST TO THE TENANT'S CONSTRUCTION REPRESENTATIVE. G. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS; THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT 51TE CONDITIONS TO REMAIN. SHOULD DAMAGED BE INCURRED, THI5 CONTRACTOR SHALL REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT HI5 OR HERS EXPENSE. 7. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, OR DELETE ANY MATERIAL OR WORK AS THE WORK PROGRESSES. ADJUSTMENTS TO THE CONTRACT PRICE SHALL BE NEGOTIATED IF DEEMED NECESSARY BY OWNER ON A PER DIEM BASIS. 8. THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL OR WORK WHICH DOES NOT CONFORM TO THE CONTRACT DOCUMENTS. REJECTED WORK SHALL BE REMOVED OR CORRECTED AT THE EARLIEST TIME POSSIBLE. 9. WORK SCHEDULE; WITHIN 10 DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A WORK SCHEDULE. 10. A5 -13UILT IRRIGATION DRAWINGS; PREPARE AS -BUILT DRAWINGS ON A BLUEPRINT WHICH SHALL SHOW DEVIATIONS FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAINLINE PIPE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVE SUBSTITUTIONS, MATERIAL AND MANUFACTURES NAME AND CATALOG NAME AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE TENANTS CONSTRUCTION REPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK. I I . FINAL ACCEPTANCE; FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE TENANT'S CONSTRUCTION REPRESENTATIVE UPON THE SATISFACTORY COMPLETION OF ALL WORK. 12. GUARANTEE; ALL WORK SHALL GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL AL50 COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTORY OF THE TENANT'S CONSTRUCTION REPRESENTATIVE REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO C05T TO THE OWNER. MATERIALS; 1. GENERAL; ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. 2. PLASTIC PIPING; ALL MAINLINES SHALL BE 5CH 40 5DR 21 POLYVINYL CHLORIDE (PVC) PIPE AND SHALL CONFORM TO C5- 25G -G3 ALL LATERAL PIPING SHALL BE PVC CLA55 I GO SOLVENT WELD CONFORMING TO A5TM D -1784 AND D -2241 . 3. PLASTIC FITTINGS; 5CH 40 SOLVENT WELD, POLYVINYL CHLORIDE (PVC) STANDARD WEIGHT AS MANUFACTURED BY SLOANE, LA5CO, OR APPROVED EQUAL. 4. SOLVENT CEMENT; COMPATIBLE WITH PVC PIPE, OF PROPER CONSISTENCY AND COLOR. 5. SPRINKLER HEAD RISERS; 5CH 40 PVC FOR RISERS G. AUTOMATIC CONTROLLERS; SEE LEGEND 7. REMOTE CONTROL VALVES; SEE LEGEND 8. CONTROL WIRING; 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND. CONTROL WIRE - # I G, COMMON WIRE - # 14 9. SLEEVES FOR CONTROL WIRING; UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWING. MINIMUM PVC 200 P51 PLASTIC PIPE. 10. SPRINKLER HEADS; SEE LEGEND WORKMAN5111P; 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE TO THE DRAWINGS. THE DRAWINGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT SWING JOINTS, OFFSETS, AND ALL FITTINGS ARE NOT SHOWN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS AND SHALL MAKE ANY NECESSARY MINOR ADJU5TMENT5 AT NO C05T THE THE TENANT'S CONSTRUCTION REPRESENTATIVE. 3. ANY MAJOR REVISIONS TO THE IRRIGATION SYSTEM MUST BE SUBMITTED AND ANSWERED IN WRITTEN FORM. ALONG WITH ANY CHANGE IN CONTRACT PRICE. INSTALLATION; A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDING UNDER THI5 SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE -IN5. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS TO THEIR ORIGINAL CONDITION AND IN A MANNER APPROVED BY THE OWNER. B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF G INCHES BETWEEN PARALLEL PIPE LINE. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISH GRADE AS FOLLOWS; 1) 18 INCHES MINIMUM COVER OVER MAINLINES 2) 12 INCHES MINIMUM COVER OVER CONTROL WIRING FROM CONTROLLER TO VALVES. 3) 12 INCH MINIMUM COVER OVER LATERAL LINES TO HEADS. C. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS AS REQUIRED BY THE SAFETY ORDERS OF THE DIVISION OF SAFETY AND LOCAL ORDINANCES. 2. PIPE LINE ASSEMBLY; A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL; PLACE NO CLOSER THAN 12 INCHES TO WALK EDGES, BUILDINGS AND WALLS. B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED U51NG SOLVENTS AND METHODS RECOMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT WITH A NON - SYNTHETIC BRISTLE BRUSH. C. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE SNAKE PIPE FROM 51DE TO 51DE OF TRENCH BOTTOM TO ALLOW FOR EXPAN51ON AND CONTRACTION. D. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS U51NG PLASTIC MALE ADAPTERS. 3. SPRINKLER HEADS; A. INSTALL ALL SPRINKLERS AS DETAILED ON DRAWINGS. B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION. 4. FLUSHING LINES; A. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, VALVES AND OTHER HYDRANTS. B. TEST IN ACCORDANCE WITH PARAGRAPH ON HYDROSTATIC TESTS. C. UPON COMPLETION OF THE TESTING, THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. 5. HYDROSTATIC TESTS; (IF APPLICABLE) A. REQUEST THE PRESENCE OF THE OWNER IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER. C. CENTER LOAD PIPING WITH SMALL AMOUNT' OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 120 PSI WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST 2 HOURS AND WITH THE RISERS CAPPED AS FOLLOWS; I )MAINLINES AND 5UBMAIN5 TO BE TESTED FOR 2 HOURS. G. AUTOMATIC CONTROLLERS; A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN A CLOCK SEQUENCE TO CORRESPOND WITH STATION SETTING BEGINNING WITH STATION 1 ,2,3,ECT. 7. AUTOMATIC CONTROL WIRING; A. INSTALL CONTROL WIRING, SPRINKLER MAIN5 AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE. B. INSTALL CONTROL WIRES AT LEAST 18 INCHES BELOW FINISH GRADE AND LAY TO THE 51DE AND BELOW THE MAINLINE. PROVIDE LOOPED SLACK AT VALVES AND SNAKE WIRES IN TRENCH TO ALLOW FOR CONTRACTION OF WIRES. TIE WIRES IN BUNDLES AT INTERVALS. C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY ON RUNS OVER 500 FEET. D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION ECT. SHALL BE ENCASED IN PLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 8. BACKFILL AND COMPACTING A. AFTER SYSTEM 15 OPERATING AND REQUIRED TESTS AND INSPECTIONS HAVE BEEN MADE, BACKFLH EXCAVATIONS AND TRENCHES WITH CLEAN SOIL, FREE OF RUBBISH. B. BACKFILL FOR ALL TRENCHES, REGARDLESS OF THE TYPE OF PIPE COVERED, SHALL BE COMPACTED TO MINIMUM 95% DENSITY. C. COMPACT TRENCHES IN AREAS TO BE PLANTED BY THOROUGHLY FLOODING THE BACKFILL. JETTING PROCESS MAY BE USED IN TH05E AREAS. D. DRE55 OFF ALL AREAS TO FINISH GRADE. Irrigation Pipe Table Length Symbol Pipe 4G' DA 2" 200 P51 5DR 21 PVC Pipe English Units 15 38' Rainbird Zone Valve Model 100 -DVF (I") 3" 200 P51 5DR 21 PVC Pipe Enghsh Units @ G' I 4" 200 P51 5DR 21 PVC Pipe Enghsh Units 3/4" Water Meter (existing) 500' N 1 -1 /4" Schedule 40 PVC Pipe Enghsh Units Irrigation Equipment Table Quantity Symbol Equipment I DA Rainbird Controller Model E5P -20LX+ w/ Mini-Chk Rain Sensor 15 1;� Rainbird Zone Valve Model 100 -DVF (I") 3 @ Rainbird Zone Valve Model XCZ -100 (1 ") I ® 3/4" Water Meter (existing) I N I " PVB Backflow Preventer installed per code 2020' RAINBIRD 1 2TQ Rainbird Driphne Model LD -09 -12 -500 H Irrigation Heads Table Quantity Symbol Sprinkler Heads 143 eEDQQQQ RAINBIRD 1806 Pop -up Spray Head (G") 12 Q 0 RAINBIRD 181 2 Pop -up Spray Head (12") 15 150 RAINBIRD Shrub Adapter Model PA -85 Installed on 112" PVC Riser 20 • RAINBIRD flood Bubbler Model 130OA -F 3 e RAINBIRD XERI- BUBBLER 5XB -180 180 NOTE: QUANTITIES GIVEN ARE FOR CONTRACTORS CONVENIENCE ONLY. THE ACCURACY IS NOT GUARANTEED. IT IS RECOMMENDED THAT ONE VERIFY ALL QUANTITIES. NOZZLE LEGEND A RAINBIRD 1 5F 3.70 GPM @ 30 PSI B RAINBIRD 1 5TQ 2.78 GPM @ 30 P51 C RAINBIRD 15H 1.85 GPM @ 30 P51 D RAINBIRD 15T 1.23 GPM @ 30 P51 E RAINBIRD 15Q .93 GPM @ 30 P51 F RAINBIRD 12F 2.G GPM @ 30 PSI G RAINBIRD 1 2TQ 1.95 GPM @ 30 P51 H RAINBIRD 12H 1.30 GPM @ 30 P51 I RAINBIRD 12T .87 GPM @ 30 PSI J RAINBIRD 12Q G5 GPM @ 30 P51 K RAINBIRD I OF -LA 1.57 GPM @ 30 P51 L RAINBIRD I OH -LA .79 GPM @ 30 P51 M RAINBIRD I OT -LA .52 GPM @ 30 P51 N RAINBIRD I OQ -LA .39 GPM @ 30 PSI O RAINBIRD 8F -FLT 1.05 GPM @ 30 P51 P RAINBIRD 8H -FLT .52 GPM @ 30 1-51 Q RAINBIRD 8T -FLT .35 GPM @ 30 PSI R RAINBIRD 8Q -FLT .2G GPM @ 30 P51 5 RAINBIRD 5F .41 GPM @ 30 P51 T RAINBIRD 5H .20 GPM @ 30 P51 U RAINBIRD 5T .13 GPM @ 30 P51 V RAINBIRD 5Q 10 GPM @ 30 P51 W RAINBIRD 1555T 1.21 GPM @ 30 P51 X RAINBIRD 1 5E5T G I GPM @ 30 PSI Y RAINBIRD 1 5C5T 1.21 GPM @ 30 P51 Z RAINBIRD 130OA -F 1.9 GPM @ 30 PSI CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NOTES DO NOT SCALE PLAN FOR EXACT HEAD LOCATION ALL SHRUB RISERS SHALL BE PAINTED FLAT BLACK INSTALL BUBBLERS ON ALL LARGE TREES AND PALMS THE IRRIGATION CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE THE IRRIGATION CONTRACTOR SHALL RUN 2 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO FURTHEST ELECTRIC VALVE THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE OWNER PROVIDE AND INSTALL MINI -CLIK RAIN SENSOR IN LOCATION WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. ALL MAINLINE SLEEVE LOCATIONS ARE TO BE ACCOMPANIED WITH A 2 INCH SLEEVE FOR THE CONTROL WIRES SLEEVES SHALL BE TWICE THE SIZE OF THE PIPE TO BE ACCOMMODATED ADJUST SPRAY HEADS TO MINIMIZE OVER5PRAY ON BUILDINGS, WALKWAYS, HARDSCAPE5,ECT. WATER SOURCE SHALL BE PROVIDED BY A 3/4" METER THI5 PLAN WAS PREPARED BY A CERTIFIED IRRIGATION DESIGNER AND MEETS THE STANDARDS OF THE IRRIGATION ASSOCIATION. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES AND PERMITS WALL - LEAD WIRES TO CONTROLLER NOTE: MOUNT MINI -CLIK ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. t_1LI� MINI -CLIK NO SCALE INSTALLATION DETAIL RAIN SENSOR O PLANT MATERIAL O FINISH GRADE /TOP OF MULCH O POP -UP SPRAY SPRINKLER: RAIN BIRD 1812 W /PLASTIC MPR NOZZLE OSWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL SP -100 @1/2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SBE -050 O PVC LATERAL PIPE O PVC SCH 40 TEE OR ELL POP-UP SPRAY SPRINKLER The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 0 z �p Ij . NO. DATE DESCRIPTION O�s REVISIONS SANCHEZ & MADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite #206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration *223 & *295 NY registration *1704 e -mail: smila 'abellsouth.net www.smila.net TITLE Irrigation Specifications SCALE PROJECT NO. NTS 0211 DATE DRAWN BY CHECKED 04 -15 -02 CLS SEAL DRAWING NO. g - -27 - IR-2 69� SHEET 2 OF 3 O PVC SCH 80 NIPPLE (CLOSE) 02 VALVE BOX WITH COVER: 24 -INCH SIZE 03 ID TAG: RAIN BIRD SERIES ID TAG 04 WATER PROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) 030-INCH LINEAR LENGTH OF WIRE, COILED O FINISH GRADE OTOP OF MULCH O PVC SCH 40 COUPLING O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 PVC SCH 40 ELL 11 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 12 PVC SCH 40 TEE OR ELL 13 BRICK (1 OF 4) 14 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 15 PVC MAINLINE 16 CONTROL ZONE KIT: RAIN BIRD MODEL XCZ- 10000M 17 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 18 PVC SCH 40 MALE ADAPTER 19 PVC LATERAL PIPE I XERIGATION CONTROL ZONE KIT I O MIN. OF 12- INCHES ABOVE HIGHEST POINT OF DISCHARGE O PRESSURE VACUUM BREAKER RAIN BIRD PVB -R O COPPER MALE ADAPTER (1 OF 2) O COPPER 90` ELL (1 OF 3) 05 COPPER UNION (1 OF 2) O6 COPPER PIPE (TYPICAL) 07 FINISH GRADE 08 COPPER FEMALE ADAPTER 09 IRRIGATION MAINLINE PIPE 10 PVC MALE ADAPTER 11 COPPER ''IPE FROM POINT -6F- CONNECTION NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. I PRESSURE VACUUM BREAKER !I O PLASTIC NOZZLE: RAIN BIRD 1800 SERIES D PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA -8S D PLANT MATERIAL 4 FINISH GRADE /TOP OF MULCH UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) D 1/2 -INCH FEMALE NPT x 0.490 -INCH BARB ELBOW: RAIN BIRD MODEL SBFE -050 D SWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL SP -100 PVC LATERAL PIPE D 1/2-INCH MALE NPT x .490 -INCH BARB ELBOW: RAIN BIRD MODEL SBE -050 D PVC SCH 40 TEE OR ELL I NOZZLE ON RISER I Oj MICRO- BUBBLER: RAIN BIRD XERI- BUBBLER SXB -180 02 1/2-INCH FPT X 10 -32 THREAD ADAPTER: RAIN BIRD 10 -32 03 TOP OF MULCH t�4 FINISH GRADE O 1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O PVC SCH 40 TEE OR ELL O PVC LATERAL PIPE XERI-BUBBLER/SPRAY ON ADAPTEkwi, O 30 -INCH LINEAR LENGTH OF WIRE, COILED O WATER PROOF CONNECTION (1 OF 2) OID TAG O VALVE BOX WITH COVER: 12 -INCH SIZE 05 FINISH GRADE /TOP OF MULCH 06 REMOTE CONTROL VALVE: RAIN BIRD DVF 07 PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 ELL 09 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL I REMOTE CONTROL VALVE I 01 ADJUSTABLE FULL CIRCLE BUBBLER: RAIN BIRD 130OA -F PLANT MATERIAL FINISH GRADE /TOP OF MULCH UV RADIATION RESISTANT 1/2 INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 1/2-INCH FEMALE NPT x 0.490 -INCH BARB ELBOW: RAIN BIRD MODEL SBFE -050 SWING PIPE, 12 -INCH LENGTH: RAIN BIRD MODEL SP -100 PVC LATERAL PIPE 1/2-INCH MALE NPT x .490 -INCH BARB ELBOW: RAIN BIRD MODEL SBE -050 PVC SCH 40 TEE OR ELL i i D 01 PRESSURE- COMPENSATING IN -LINE EMITTER Details TUBING: RAIN BIRD SCALE LD -09 -12 -500 02 EMITTER (PRE- INSTALLED) NTS IN TUBING 03 PLANT MATERIAL OLOCKING INSERT FITTING: DRAWN BY RAIN BIRD LOC -I6 -TEE a , CLS SEAL DRAWING NO. 01 PRESSURE- COMPENSATING IN -LINE EMITTER Details TUBING: RAIN BIRD SCALE LD -09 -12 -500 02 EMITTER (PRE- INSTALLED) NTS IN TUBING 03 PLANT MATERIAL OLOCKING INSERT FITTING: DRAWN BY RAIN BIRD LOC -I6 -TEE I LANDSCAPE DRIPLINE I COLITSIDE WALL 0 O HYBRID CONTROLLER: RAIN BIRD ESP -LX+ SERIES OUTDOOR WALL MOUNT 02 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS 03 WIRES TO REMOTE CONTROL VALVES 04 JUNCTION BOX 05 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY I HYBRID CONTROLLER I Ma POP -UP SPRAY SPRINKLER: RAIN BIRD 1806 W /PLASTIC MPR NOZZLE FINISH GRADE /TOP OF MULCH PLANT MATERIAL PVC LATERAL PIPE SWING ASSEMBLY: RAIN BIRD MODEL SA 6050 PVC SCH 40 TEE OR ELL I POP -UP SPRAY SPRINKLER I The Orthwein Residence 330 Banyan Road Gulfstream, Florida 33483 x 0 z Y t ED 4 T v NO. DATE DESCRIPTION REVISIONS SANCHEZ & NIADDUX,INC. LANDSCAPE ARCHITECTURE 140 Royal Palm Way, Suite 4206, Palm Beach, FL 33480 Telephone:561- 655 -9006 Fax:561- 655 -9007 FL registration 4223 & *295 NY registration * 1704 e -mail: smila@bellsouth.net www.smila.net TITLE Irrigation Details SCALE PROJECT NO. NTS 0211 DATE DRAWN BY CHECKED 04 -15 -02 CLS SEAL DRAWING NO. f oz__ IR-3 P SHEET 3 OF 3