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HomeMy Public PortalAbout02-12 Large PlanBUBBLE -UP GRATE 0 4.00 i I 6" PVc I INVERT ■ 2 a' 5' UTILITY ®• EASEMENT �•/ I •— •- 65ID —•— -• (oil pVC II I I AREA DRAIN I j j AREA ■ 300 GRATE -f 00 94 94 64 I � i I �OG • s ® e I I I 1 6" PVC I • I INVERT 6 250 I I I Il i i i I EXISTING SEPTIC TO BE I I I r ABANDONED PER 64E -6 SPECIFICATIONS -- i I I 1 (1 AREA DRAIN I I I GRATE ■ ID"o — 15.0 1 1 I i i II i i_ f l 1 i li Ili I I I ( I I 94 1 I14 1 ®I o� �-- — EXISTING CATCH 15ASIN ��.- ..._ - - -- �..� — °�•_ ° — °-600 -- ° —...., -� # lf� ISED 5RIGG Ole 0 4 AREA DRAIN GRATE 0 6.15 Li 0 O O 1771 7 X,❑ ; i B, ii ❑ t ❑ . it / • > ®o /' ._ • —• ❑❑D DDF El > > - > LOW PRESSURE LIFT STATION AND FORCE MAIN PER GrULFSTREAM UTILITY STANDARDS AND SPECIFICATIONS I I iiiiiiiiiiiimim - -- ;� ►�llltil�tlf►11wet1� #1. lltl #! #lllt �!♦,� ! firfr�I���J� I♦�����/����� �����/� ����� ���1 — • { �' ��trt ♦ti�11�' a1�s >� 4 �i 4+kt��1+ — ii i� �/ !�♦�t���������������������V�t�� — = ii .� — ii it ►i1�i }ti1t1 ♦1t�'�Nrt1i�l�t' • *fit + r �1 111 iii ►�1�lil4f►� ��l ���ll�l���il�'��lll���1���11��� (� tltlllll •I!Iltitlltl! �!!N!IlII I � I I WALL (BY OTHER") _ 6'W x 5'D x 2PL EXFILTRATION � GRATE 's IBO I I ►lL���r* .� ♦�lrt1 ♦ '111 >�11+ l!!l!!! /!!llltll !♦ !IN!!II ♦'� r1 •'41��1�1� 1 �1+i1� vtl�4iti1�+ +►l�!! /lII!!N!l � tlllfYl TRENCH WITH 12° PERF. PVC F__T WALL (BY OTHER ) EXFILTRATION TRENCH TOP OF TRENCH * 4.00 AREA DRAIN ++ Uj �� s�il�i� i;+,l�j�i�l +l�l�,►��,r���+r l�''�' �i�t�! *1�.+ ���1� 11i1�41i1��1�+1►1�►�1����i 4t�l�l�� POOL C C 0 0 > ■ 0 .4r �'. /I!!!lllHt!l�jlilfllllliNJ, �1 ►' .�1 ♦�t�1�4��! '! 1114rt� ♦ti +fit* �� �IINlIlIlII!!��!!!!lltNllll + L '0 C ® 0 _o 0 O 0 Q tti�A ' .. ♦�l�l�!!!lI!!!!!!!t!!!Ii►!Ir ti y��l 1l �# �l �l 4t�l tl �l��1l41�►1►1�1t�1�11111�1��11� irk ♦�ht ♦ � { �► } Q m ►i1�i }ti1t1 ♦1t�'�Nrt1i�l�t' • *fit + r �1 111 iii ►�1�lil4f►� ��l ���ll�l���il�'��lll���1���11��� (� tltlllll •I!Iltitlltl! �!!N!IlII s;• — — i SPECIFICATIONS ❑❑ . ❑ � j I OUNT,41 ❑ I ❑ \� I rs ol 81W x 5'D x 43'L EXFILTRATION . 5' UTILITY ( I I TRENCH WITH 12" PERF. PVC I I ❑ ❑ I TOP OF TRENCH ■ 400 EASEMENT I I I 6 6� PIPE INVERT ■ 2.00 I IS B CK 1:1 ❑ ❑� I ® ® a RAISED BRICK I 4" PVC I CURB (TYP.) I INVERT 2.50 ' I - II I I U INVERT 250 B" PVC" '941 PVC 6" PvC i> vERT j INVERT 0 250 f ! RAISED BRICK I I t I ._._._._._._. ._._. CURB (TYP.) � I — i I 50 — �J J � '— -- —•_ _._._. —•— ° —•— ISO—._._._._._._._._._._ ._._._._._._._._._.- 15ID— ._._._. .- - -• —•— ._.e'15ID —• —• -- PVC SHEET I E WALL (BY Ot1PRS) I �o I I 1 I v I f I PVC SHEET PILE i I I WALL (BY OTHER") 6'W x 5'D x 2PL EXFILTRATION f GRATE 's IBO I I I TRENCH WITH 12° PERF. PVC F__T WALL (BY OTHER ) EXFILTRATION TRENCH TOP OF TRENCH * 4.00 AREA DRAIN ++ Uj PIPE INVERT ■ 200 0 POOL s;• — — i SPECIFICATIONS ❑❑ . ❑ � j I OUNT,41 ❑ I ❑ \� I rs ol 81W x 5'D x 43'L EXFILTRATION . 5' UTILITY ( I I TRENCH WITH 12" PERF. PVC I I ❑ ❑ I TOP OF TRENCH ■ 400 EASEMENT I I I 6 6� PIPE INVERT ■ 2.00 I IS B CK 1:1 ❑ ❑� I ® ® a RAISED BRICK I 4" PVC I CURB (TYP.) I INVERT 2.50 ' I - II I I U INVERT 250 B" PVC" '941 PVC 6" PvC i> vERT j INVERT 0 250 f ! RAISED BRICK I I t I ._._._._._._. ._._. CURB (TYP.) � I — i I 50 — �J J � '— -- —•_ _._._. —•— ° —•— ISO—._._._._._._._._._._ ._._._._._._._._._.- 15ID— ._._._. .- - -• —•— ._.e'15ID —• —• -- PVC SHEET I E WALL (BY Ot1PRS) I �o I I 1 I v 5 �•.._._._._. ._. ._._650— • —• —• —• •— •— ._-_.. —• —• — ° —•_&B9 — — — — — — — — — —550— — — � —550= — — — � — • — • — • _550— • — 18" NYLOPLAST DRAIN BUBBLE -UP BASIN WITH BAFFLE GRATE 0 1.50 (" PVC GRATE* 150 18" NYLOPLAST DRAIN INVERT 4► BASIN WITH BAFFLE GRATE® 1.00 site grading /drainage plan 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 SITE PLAN DEPICTED IS BASED ON A SURVEY PREPARED BY O'BRIEN, SUITER 4 O'BRIEN, INC- JOB NUMBER 9i -2430, DATED NOVEMBER 1.1, 199'1. AREA DRAIN GRATE 0 150 I a❑ BUBBLE -UP GRATE a 4DO i I Q X 1° Q 0 0 w Uj Z �LWA70 W7! 1M RD. Z W C) 0 z Q J 1-- Douglas G. Winter Florida P.E. *35658 LEGEND I f I PVC SHEET PILE i I I WALL (BY OTHER") i AREA DRAIN f GRATE 's IBO I I I I PVC SHEET PILE F__T WALL (BY OTHER ) 5 �•.._._._._. ._. ._._650— • —• —• —• •— •— ._-_.. —• —• — ° —•_&B9 — — — — — — — — — —550— — — � —550= — — — � — • — • — • _550— • — 18" NYLOPLAST DRAIN BUBBLE -UP BASIN WITH BAFFLE GRATE 0 1.50 (" PVC GRATE* 150 18" NYLOPLAST DRAIN INVERT 4► BASIN WITH BAFFLE GRATE® 1.00 site grading /drainage plan 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 SITE PLAN DEPICTED IS BASED ON A SURVEY PREPARED BY O'BRIEN, SUITER 4 O'BRIEN, INC- JOB NUMBER 9i -2430, DATED NOVEMBER 1.1, 199'1. AREA DRAIN GRATE 0 150 I a❑ BUBBLE -UP GRATE a 4DO i I Q X 1° Q 0 0 w Uj Z �LWA70 W7! 1M RD. Z W C) 0 z Q J 1-- Douglas G. Winter Florida P.E. *35658 LEGEND EXISTING ELEVATION PER PROJECT REPRESENTATIVES rho PROPOSED ELEVATION — • — ° — 5 — • — • — PROPOSED ELEVATION CONTOUR - FLOW DIRECTION EXFILTRATION TRENCH 0 AREA DRAIN 01 STORM PIPING (HOPE OR PVC) 16" NYLOPLAST DRAIN BASIN WITH BAFFLE PERCOLATION TEST LOCATION ROOF DRAIN LOCATION (BY OTHERS) ,fP,> R a, rr� •y,� a.a PyO2 -12 0 04/26/03 UPDATE SITE PLAN, REVISE DRAINAGE LAYOUT ® 10/31/03 REVISE DRAINAGE LAYOUT AND GRADING TO REFLECT AS -BUILT SITE CONDITIONS 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. Zmw W*4 02 Co"Ap .49WA Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9863 Fx: (561) 471 -5075 Clvil/Environmen,al/A riculturalEngineering Water Resources /�nd Development GroundwaterlHydro�eology Wetland /Upland Habitat Pro��'eecr Permitting /Management Golf Course Renovation /Construction P O 1 oa G� T n7 c u REVISIONS: g L0 It Wilk CO LL N LL Q r Wilk F— L0 LAM 0) �0 ® 0 LO rn O N r LO D (75 w0 J N O 00 w cio �z Net O O 0) 0 r 0 Q w 1 TT 0 N U v aD L C ++ Uj 0 C C 0 0 > ■ 0 L '0 C ® 0 _o 0 O 0 Q Q o v � } Q m � copyright © 2001 Thomas ML Klyd -hoff AIA, P. / DATE: APRIL 12,20= ISSUED FOR: DRAWN BY: JJK CHECKED BY: cclo U SCALE: GENERALSPEQRCATIONS/NOTES 1. The contractor ahoU ohooh 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, he followed in preference to scale measurements. Large scale drawings shall in general, govern small scale drcwing. The contractor shall compare all drawings and veKify the figures before laying out the work and will be responsible for any errors which might hove been avoided thereby. When dimensions on the drawings ore 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 phyo|oo| conditions of the locality, or any error or omnhamUona in the drawings or in the layout as given by i t and hnntruotiono, or discovers unforeseen underground or aboveground conditions or any other unexpected conditions requiring additional work by the contractor, it ahckl be his duty to immediately inform the engineer, in writing and the engineer ohoU promptly check the accuracy of the Information. Any work done after such discovery, until any necessary changes are authorized, will be dune at the controotoes 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 ahoU inspect and mnmmsunm work m\naudy in place and ahoU 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 ooumma to the work of the contractor at any time for purpose of inspection. The contractor ohoU furnish the facilities to determine, on 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 �8mh�d work. 5' Debris Removal: All debris mhd| be removed from the area and |ogoUy disposed. Ombho may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of as g|nmctad by the owner or his representatives. 7. The contractor ahoN 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 fouNt|os and shall hold and movo the owner hann/ema against all o|w}ms of damage, The contractor oho||, by repair or rep|000nnent, return to equal or better oonditlon, all pavement, sidewalk, lawns, utilities, and other items durnmgwd by this construction activity. B. The contractor oho8 be responsible for obtaining a|i q irad tests and shall submit reports by on independent testing laboratory approved by the engineer. Should any tents fail to meet apmmUOoudmn on shown herein, the contractor shall at his wwpanem correct all dofip|mmt work and submit laboratory teat results showing compliance with these specifications. Q. All work ohoU be performed in o workman ||kw manner and oh'd| conform with all oppOnpb{w City, County, State and Federal regulations and/or Codes. The contractor shall obtain all permits and Uoanyoo required to begin work. 10. The contractor oho!| WmuoUy wxurnina 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 oornp|oto the work. 11. The contractor ohmU give the engineer 48 hours notice prior to requesting required inspections and ahuU supply all equipment necessary to properly test and inspect the completed work' 12. The contractor ohoU guarantee all work and motodn|s for u period of one year from the date of project acceptance, during which all faulty construction and/or materials ahmU be corrected at the ocmtroutur'o expense. 13. All work ohoU be accomplished in o eofa and workmanlike manner. The contractor ohoU comply with all opp||coh|w lows 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 |ooa: and ehoU erect and nnomrom all necessary safeguards for such safety and protection. The responsibility for pnu}ant safety rests mo|o|y and opwc|fiooUy with the contractor. Seacoast Utility Authority and their employees and agents are spwclficn|ly indemnified and held honnieos from any actions of the contractor relating to the safety procedures implemented during construction and from any clmhna 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 bockfiU|ng of any trenches uwntohn}mg hydraulic conduits, so that jointing may be mutually approved. C. Upon completion of oubgrnde compacting. D. At the time of delivery of base mot*duL E. Upon completion of the base and prior to priming. F |rnmnadlobely prior to and upon the Mmmt and second applications of the plant mixed wearing course. [k Upon completion of construction. A fimm| inspection will be nnudm with project representative. H. 24 Hour notice before inspection is needed. 15. All unsuitable material such as muck, moM, and debris Shall be removed from the limits of construction and legally disposed. At the engineer's direction, muck may be ;tookpXod on the site at designated loca tions for use in landscaping. 18. Guaranty. All material and equipment to be furnished and/or lnntoUmd by the contractor for this project shall be guaranteed for o 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 foOunm of any port of the guaranteed equipment or motaho|a during the guaranty periud, the affected port, parts or mnotodo}u, nho|| be replaced promptly with new parts or materials by the contractor, at no expense to the owner. In the event the contractor foDo to make the necessary replacement or repairs within seven (7) days after notification by the owner, the owner may n000nnp|ioh the work at the expense of the contractor. 17. An-buUto: The contractor ohoU complete "as-built" |nfmnnotbm relative to pipe lengths, motaho|m and any deviation from plans and provide o copy of such to the owner and engineer for final acceptance of the contractor's work. 18. Bwvot|oneu All elevations refer to N.Q'\(D' 1929' EXISTING GROUND -PIPE O.D. f 24"- NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE SEE SPECIRCA110N 12 INCHES BACKFILL FA ! -- 2 -f Vy K/H2 f- 2H2Oo— Du f 2H2[�1 + (l,3gX1O )WDu wMLE RO ED GR 11 CA 15 )166-T [RON GRATE � , ' Now ILI ORTHWEIN PROPERTY STORM WATER MANAGEMENT CALCULATIONS 1. SITE PLAN DATA: Total lot area 22,125 sq. 8�+ (0.51 acres The drainage area is considered mbe0lacres (22,125 + sq. III_). The drainage area has been evaluated as follows: A) IMPERVIOUS AREAS (Per various plans, CAIo»&: digital plaobooueroxeamunouenm): ITEM PROPOSED Building roof line /walkways /drive 11j30mq. ft. Note. squarefmtage has been rounded upward in some in-stancesforustimatingpurpmes;assume, Adveway a, impervious and includes roof overhangs, future project aspects. B) PERVIOUS AREAS: TOTAL ~(212.}25 sq. ff. '\l,530 sq. �.)(\amo/43,560 sq. �� 0.24 acre _ TOWN OF GULFSTREAM CRITERLAJDATA: Retain first l^m[rainfall Soil Storage Factor (S) S~~�~l.88,' ,mm0000: coastal soils compacted soils condition maximum Z depth mwater table 3, ESTIMATED RUNOFF RATE S}WMD Formula: g= Where 0= Runoff rate in inches 8= Soil storage factor (see soil factor calculations) p= Rainfall ~1.O0^ 0~~~~= = 1.00" 0.45 acres Q~� ~0.36^ 4, ESTIMATED RUNOFF VOLUME FOR 3 YEAR. l DAY STORM: Runoff Volume = Rimoff Rate x Area Runoff Volume ~~�~0.36^xO.45 acres x���43��O�d���88vuJt _ acre Existing site contours and recontourioof grades near proposed residential construction will ^nauuge^ this volume on-site within designated areas of property. lf necessary, storm yipi4g/exfikration trenches will also be used for on-site areas for additional percolation of runoff GRADE ELEV. 4.00 ELEV. 2.00 12"0A. PERFORATED PIPE 31e COARSE ROCK Rm � � L GRADE VARIES ==== 1IBi 2.00 12"0& PERFORATED PIPE ~/. ~~.~^.~.` In A EXF1LTT1W10N TRENCH DETAIL. KFIORATIONTRENCH. _NGTH 43' COARSE ROCK WRAPPED IN FILTER FABRIC ' XAURATIONTRENC ENGTH =21. COARSE ROCK WRAPPED IN FILTER FABRIC Douglas G. Winter Florida P.E. *35658 � � � � El UjAuTy- mAlffi& Sptu OMFORM TO AS#AO - ULASS M PEDESTRM (H-10) RATED SOW GRATE PAINT, CASTINGS ARE FURNISHED VATH DRAKkREA 51.0 SQ. INOi x0/MPAINT 04/28/03 04/28/03 REVISE +°= . ��l L..-=`..~~.` ..`E^-C.. DETAIL J� ADD - - �XF| DETAIL �L� ���lU�� ���(���� ��|[���|N�� -r�� ''�/��/�.� BEFORE ��/^��///»`� CALL TOLL ����� �^n�� / ^/^-� . .,�_�- 1 _�O�_�L��_�177[l / ��w� -r�� -r/ / v SUNSHINE STATE ��N� CALL [l� FLORIDA, INC. //v�_ `^r`c-�_ ��/ / �-��/�/��r`, //v`� IT 15 THE RESPONSIBILITY TO NOT|PY ALL EX|ST|NC UTILITIES FOR FlELO LOCATION OP LINOERCROUND UTILITIES P0|OP, TO ANY CON5TIZUCT|ON ACTIVITIES. PLACED SELECT LO LO J MATERIAL IN 6" LIFTS � CY) 00 CY) let-J ~^ UO*R QUADRANT TO@E SHAPED 0 < . RECSIVE PIPE BELL AND BARREL ~_ � � u/ u� WM � �U><J 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. � Li- STANDARDS. COMPACT TRENCH BACKFILL0985%0F MAXIMUM DENSITY IN C5 � � r u] LJJ~` �� r ACCORDANCE �� ��� �1/� [����� SHALL BE T�� AT 12 o = = 01 LIFTS EVERY 100' IN PUBLIC RIGHTS-OF-WAY AND 20V IN EASEMENTS, C0 � � 2- '- � 0 I BEDDING SHALL CONSIST 0FIN-SITU GRANULAR MATERIAL OR WASHED AND UJ GRADED UWEROCK SIZING. UNSUITABLE IN-SITU MATERIALS SUCH 0 Ott AS MUCK, DEBRIS. HARDPAN AND LAR0R{CKS SHALL BE REMOVED. 6 w3- Ir THE PIPE SHALL BE PLACED IN ADRYTRENCH. LL 4� BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, HARDPAN AND DEBRIS. 5. SEE SEPARATE DETAJLFOR °P|PE INSTALLATION UNDER EXISTING PAVEMENT-OPEN CUT. 6. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPEC|RED IN PERMIT/CONTRACT D(lCUMENTS, TRENCH AN 5AGN"'FILL DETAIL 12 INCHES BACKFILL FA ! -- 2 -f Vy K/H2 f- 2H2Oo— Du f 2H2[�1 + (l,3gX1O )WDu wMLE RO ED GR 11 CA 15 )166-T [RON GRATE � , ' Now ILI ORTHWEIN PROPERTY STORM WATER MANAGEMENT CALCULATIONS 1. SITE PLAN DATA: Total lot area 22,125 sq. 8�+ (0.51 acres The drainage area is considered mbe0lacres (22,125 + sq. III_). The drainage area has been evaluated as follows: A) IMPERVIOUS AREAS (Per various plans, CAIo»&: digital plaobooueroxeamunouenm): ITEM PROPOSED Building roof line /walkways /drive 11j30mq. ft. Note. squarefmtage has been rounded upward in some in-stancesforustimatingpurpmes;assume, Adveway a, impervious and includes roof overhangs, future project aspects. B) PERVIOUS AREAS: TOTAL ~(212.}25 sq. ff. '\l,530 sq. �.)(\amo/43,560 sq. �� 0.24 acre _ TOWN OF GULFSTREAM CRITERLAJDATA: Retain first l^m[rainfall Soil Storage Factor (S) S~~�~l.88,' ,mm0000: coastal soils compacted soils condition maximum Z depth mwater table 3, ESTIMATED RUNOFF RATE S}WMD Formula: g= Where 0= Runoff rate in inches 8= Soil storage factor (see soil factor calculations) p= Rainfall ~1.O0^ 0~~~~= = 1.00" 0.45 acres Q~� ~0.36^ 4, ESTIMATED RUNOFF VOLUME FOR 3 YEAR. l DAY STORM: Runoff Volume = Rimoff Rate x Area Runoff Volume ~~�~0.36^xO.45 acres x���43��O�d���88vuJt _ acre Existing site contours and recontourioof grades near proposed residential construction will ^nauuge^ this volume on-site within designated areas of property. lf necessary, storm yipi4g/exfikration trenches will also be used for on-site areas for additional percolation of runoff GRADE ELEV. 4.00 ELEV. 2.00 12"0A. PERFORATED PIPE 31e COARSE ROCK Rm � � L GRADE VARIES ==== 1IBi 2.00 12"0& PERFORATED PIPE ~/. ~~.~^.~.` In A EXF1LTT1W10N TRENCH DETAIL. KFIORATIONTRENCH. _NGTH 43' COARSE ROCK WRAPPED IN FILTER FABRIC ' XAURATIONTRENC ENGTH =21. COARSE ROCK WRAPPED IN FILTER FABRIC Douglas G. Winter Florida P.E. *35658 � � � � El UjAuTy- mAlffi& Sptu OMFORM TO AS#AO - ULASS M PEDESTRM (H-10) RATED SOW GRATE PAINT, CASTINGS ARE FURNISHED VATH DRAKkREA 51.0 SQ. INOi x0/MPAINT 04/28/03 04/28/03 REVISE +°= . ��l L..-=`..~~.` ..`E^-C.. DETAIL J� ADD - - �XF| DETAIL �L� ���lU�� ���(���� ��|[���|N�� -r�� ''�/��/�.� BEFORE ��/^��///»`� CALL TOLL ����� �^n�� / ^/^-� . .,�_�- 1 _�O�_�L��_�177[l / ��w� -r�� -r/ / v SUNSHINE STATE ��N� CALL [l� FLORIDA, INC. //v�_ `^r`c-�_ ��/ / �-��/�/��r`, //v`� IT 15 THE RESPONSIBILITY TO NOT|PY ALL EX|ST|NC UTILITIES FOR FlELO LOCATION OP LINOERCROUND UTILITIES P0|OP, TO ANY CON5TIZUCT|ON ACTIVITIES. P7� � ����� ~ _ mppiotv0 Z04 &"Rios On Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Thomas M. richhoff AIA, P. A. APRIL 15, 2002 ISSUED FOR: DRAWN BY: JJK CHECKED BY: SCALE- LO LO CY) 00 CY) let-J LO LL Not LO - I� m m N ��� u/ u� WM CL _] -� (d {] N r u] LJJ~` �� r COD �-= �] -]�^ C0 UJ '- � 0 I UJ 0 Ott 0 u_ 6 C Ir ~i ��� LL P7� � ����� ~ _ mppiotv0 Z04 &"Rios On Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Thomas M. richhoff AIA, P. A. APRIL 15, 2002 ISSUED FOR: DRAWN BY: JJK CHECKED BY: SCALE- LU UJ 6 C Ir Ir P7� � ����� ~ _ mppiotv0 Z04 &"Rios On Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Thomas M. richhoff AIA, P. A. APRIL 15, 2002 ISSUED FOR: DRAWN BY: JJK CHECKED BY: SCALE- ld 03 EXISTING R&- L cs" Q, CATCH BASIN CATCH eASIN WAI N -0 GRATE * 4.0m 4' 7 BUBBLE -UP T_ � 1611 PVC INVERT 5' UTILITY EASEMENT INVERT a 3-w AREA DRAIN GRATE 0 IZO i ! oo ' � roll PVC INVERT 0 25o 1! ri!111 EXISTING SEPTIC To BE ABANDONED PER it SPECIFICATIONS i i li AREA DRAIN GRATE 0 100 " F -1 4 611 Fryl C INVERT 0 3" DRIVE AREA DRAIN GRATE 0 6.15 [I Il RENOVATED ONE STORY RESIDENCE FINISHED FLOOR ELEV. = 8.25 0 0 0 0 9111 PVC _j �J INVERT 0 3.00 ❑ 4" INVERT a �_RAISEO BRICK CURB (TYP.) DRY RETENTION AREA A El El 000 REA DRAIN > > > > wl GRATE 0 6.15 EEM LOW PRESSURE LIFT STATION AND FORCE MAIN PER GULFSTREAM UTILITY STANDARDS AND SPECIFICATIONS Ile 9,11 PVC INVERT * 3DO 4— 4" PVC L\ INVERT DIE 1:1 E A-4-1 GRATE 0 -I.W pow EXISTING ELEVATION PER X ❑ PROJECT REPRESENTATIVES LO LO t. co •0 • M 0) Ml p. ♦srt♦ i�irr'itriIirr4 ��, *uar✓rf 96 6'W x S'P x 2I'L EXFILTRATION PROPOSED ELEVATION ■ :, No ■MU* I EMM <__ TRENCH WITH 12" PERF. 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PVC EASEMENT TOP OF TRENCH 0 4.00 DS PIPE INVERT 0 2 m IS 411 PVC w w 6 rx "",�RAISED BRICK 14 14 d! INVERT a 2BO CURB (TYP-) \Z 4" PI L) INVERT 6 2BO all Pyr all favc 6" P'll I1 VERT NVERT 0 2 RAISED BRICK CURB (Tyr.) 0 l= • —• —• -- _J I _1B 5m— . . . . . . . . . . . — - — - — - — - — - — - — - — - — - — - — - — - — - —IBO — - — - — - -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 150 -• - - - - - - - - - - * — ........... . &B0 ._._.® ...... . A�._55m— ._. _ ._._._. ._. ---- —5.50 ------ - ..... ...... -----------._._._._._550— ._._._. —._. —. ._._ ._._.-5.50 ...... 18" NYLOPLAST DRAIN BUBBLE-UP roll PVC BASIN WITH BAFFLE GRATE 0 71150 GRATE* 150 IS" NYLOPLAST DRAIN INVERT 0 25 BASIN WITH BAFFLE GRATES 1.00 a site gra ding/ dramage plan III or-ale: 1/81' a P-Oil 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 ",744E PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA NOTE SITE PLAN DEPICTED 18 BASED ON A SURVEY PREPARED BY OVIRIEN, SUITER 4 O'BRIEN, INO- JOB NUMBER 91-2430, DATED NOVEMBER 11, 1991• PVC SHEET PIKE OTHERS) WALL (5Y 9) 0 0 \J) I� J4 PVC SHEET PILE �A % WALL (BY OTHER AREA DRAIN GRATE 6 IBO PVC SHEET PILE WALL (By OTHF_ AREA DRAIN GRATE 's 1,50 _BUBBLE -UP GRATE 0 400 Ld 1-- _j 0 0 Ix LLI l-- Z LOCATION BANYAN RD. Z Ld 0 L) L) Z Douglas G. Winter Florida P.E. 135658 LEGEND pow EXISTING ELEVATION PER X ❑ PROJECT REPRESENTATIVES LO LO t. co •0 • M 0) 6'W x S'P x 2I'L EXFILTRATION PROPOSED ELEVATION SW - - PROPOSED ELEVATION CONTOUR <__ TRENCH WITH 12" PERF. PVC EEJ EXFILTRATION TRENCH < 0 TOP OF TRENCH 0 4.00 Z PIPE INVERTO 2.00 C 0 < >- Z POOL Fec CATI Z El d) Lj 8'W x DID x 43'L EXFILTRATION 5' UTILITY I I I TRENCH WITH 12" PERF. PVC EASEMENT TOP OF TRENCH 0 4.00 DS PIPE INVERT 0 2 m IS 411 PVC w w 6 rx "",�RAISED BRICK 14 14 d! INVERT a 2BO CURB (TYP-) \Z 4" PI L) INVERT 6 2BO all Pyr all favc 6" P'll I1 VERT NVERT 0 2 RAISED BRICK CURB (Tyr.) 0 l= • —• —• -- _J I _1B 5m— . . . . . . . . . . . — - — - — - — - — - — - — - — - — - — - — - — - — - —IBO — - — - — - -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 150 -• - - - - - - - - - - * — ........... . &B0 ._._.® ...... . A�._55m— ._. _ ._._._. ._. ---- —5.50 ------ - ..... ...... -----------._._._._._550— ._._._. —._. —. ._._ ._._.-5.50 ...... 18" NYLOPLAST DRAIN BUBBLE-UP roll PVC BASIN WITH BAFFLE GRATE 0 71150 GRATE* 150 IS" NYLOPLAST DRAIN INVERT 0 25 BASIN WITH BAFFLE GRATES 1.00 a site gra ding/ dramage plan III or-ale: 1/81' a P-Oil 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 ",744E PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA NOTE SITE PLAN DEPICTED 18 BASED ON A SURVEY PREPARED BY OVIRIEN, SUITER 4 O'BRIEN, INO- JOB NUMBER 91-2430, DATED NOVEMBER 11, 1991• PVC SHEET PIKE OTHERS) WALL (5Y 9) 0 0 \J) I� J4 PVC SHEET PILE �A % WALL (BY OTHER AREA DRAIN GRATE 6 IBO PVC SHEET PILE WALL (By OTHF_ AREA DRAIN GRATE 's 1,50 _BUBBLE -UP GRATE 0 400 Ld 1-- _j 0 0 Ix LLI l-- Z LOCATION BANYAN RD. Z Ld 0 L) L) Z Douglas G. Winter Florida P.E. 135658 LEGEND pow EXISTING ELEVATION PER X ❑ PROJECT REPRESENTATIVES LO LO t. co •0 • M 0) ly PROPOSED ELEVATION SW - - PROPOSED ELEVATION CONTOUR <__ FLOW DIRECTION EEJ EXFILTRATION TRENCH < 0 AREA DRAIN 0 • STORM PIPING (HDPE OR PVC) 18" NYLOPLAST DRAIN BASIN WITH BAFFLE PERCOLATION TEST LOCATION ROOF DRAIN LOCATION (SY OTHERS) k 04/28/03 UPDATE SITE FLAN, REVI&–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 UN0EPCPOL)NP UTILITIES POOP, TO ANY CONSTRUCTION ACTIVITIES. *4 u9ffA Certificate of Authorization 05601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471-9863 Fx: (561) 471-5075 civillEpwr= �,allA _'Cultural Engineering ,dD,wl , Development GroundwateflHydrh rIogy JndlU pland l Habitat Pr,egiPermitting /Management Gof 'R, , ,"t/C ,t rg ', I no At Mill I --- REVIS1014S: I 1 0 PPIA Uj 0 BJ C 0 L 0 Uj 0 4-J W 0 +J 0 0 pow Q0M) LO LO t. co •0 • M 0) < L I 11 LO LL N LO a it 0 C U J Q00 L < 0 LL I Z 0) LO C 0 < >- Z < w ■ L0 Ica 11) F) LA_ D 0 w 0 Z 11- • w C (jo a: I CIO? III 2 0* :2 Z 00) CO 0 for 11 1 0 PPIA Uj 0 BJ C 0 L 0 Uj 0 4-J W 0 +J 0 0 U) C 0) < L a it 0 C < 0 LL I Z C 0 < >- Z < w ■ < Ica 11) F) LA_ D 0 == M AIA, P. A CIA 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 sholl 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 rand /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- 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. 0`,02 -12 EXISTING GROUND NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE SEE o z SPECIFICATION , .. 4 5. 12" 12" PROPOSED PIPELINE L 1 \ \/ TYPICAL EXFiLTr14TI0N TRENCH :?1 12 INCHES i BACKFILL V' NYLOPL A5T DRAIN E3A5IN 120 PVC iN- Hz Du UNSATURATED DEEPTH HAND PLACED SELECT 6 INCHES MINIMUM PIPE COVER 12 INCHES MATERIAL IN 6" LIFTS • r?, C5 z o PIPE DIAMETER LOWER QUADRANT TO BE SHAPED TO v Q PIPE BED RECEIVE PiPE BELL AND BARREL cS m a N +� o W 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. U- STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN Q o o c ACCORDANCE WITH AASHTO T -180. DENSITY TESTS SHALL BE TAKEN AT 12" Cn < = °z UJ LIFTS EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN EASEMENTS. 0 • • • 0 2• BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND • 0 71 mwj GRADED LIMEROCK 3/8 " -7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH 0 > AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. C.) • `'J 3. THE PIPE SHALL BE PLACED iN A DRY TRENCH. 0 O LL 0 C 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, < 0 t MUCK, HARDPAN AND DEBRIS. W W LL v Q 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 BACKFILL DETAIL N.T. TYPICAL EXFiLTr14TI0N TRENCH :?1 12 INCHES i BACKFILL V' NYLOPL A5T DRAIN E3A5IN 120 PVC iN- Hz Du UNSATURATED DEEPTH PIPE 6 INCHES MINIMUM PIPE COVER 12 INCHES PERFORATED • r?, COARSE ROCKA MINIMUM PIPE DIAMETER Ds MINIMUM S PIPE BED TRENCH WIDTH V L= K(H2W + 2H2 Du - D2 + 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) D„ = NON- SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) `TILE IRON H -20 RATED GRATE A WEEP HOLE iN OM OF DRAiN BASIN ROCK WRAROED WITH FiLTER FABRIC RING 022.0" 1.10" -rte- �1 - km -\W' &EN ■■ 1■■ GRATE 018.0" ---� C? Lq (V STANDARD GRATE (H -20) RATED DRAIN AREA -- 9131 SQ. INCH MATERIAL,: DUCTILE IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 -CLASS W5 PAINT: CASTINCxS AREA R1 154ED WITH BLACK PAINT NOTE: INLET TO HAVE MIN. 18" SUMP AND MIN. 12" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET ORTI'3WEIN PROPERTY STORM WATER MANAGEMENT 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 11,530 sq. ft.. Note: square footage has been rounded upward in some instances for estimating purposes; assumes driveway as impervious and includes roof overhangs, future project aspects. B) PERVIOUS AREAS: TOTAL = (22,125 sq. ft.. - 11,530 sq. ft..) (1 acre /43,560 sq. ft..) = 0.24 acre 2. TOWN OF GULFSTREAM CRITERIA/DATA: 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 = P -0.2S 2 P+ 8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall = 1.00" S 1.88" x 0.24 acres = 1.00" 0.45 acres Q_ (1.00" - 0.2 (1.00"b = 0.36" 1.0011+ 0.8 (1.00 ") 4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR. I DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume = 0.36" x 0.45 acres x ft x 43,560 sq.ft. = 588 cu.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/exfiltration trenches will also be used for on -site areas for additional percolation of runoff volumes. ELEV. 4 nn ELEV. 12" PERFORATED F 3/4" COARSE R.,,,,, •N r SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN INLINE DIRECT RISER INLET IN SYSTEM RISER ALL PEP AND PVC PIPING SHALL PROVIDE A MANNING'S FRICTION FACTOR OF 0.012 OR LESS, (n < 0.012) 5.0' STANDARD (H -20) RATED LING OF SYSTEM DRAIN AREA = 62.7 SO. INCH INLET HINGED GRATE COVER / FOR EASY ACCESS sV/ PEP PIPING, *MERE SPECIFIED, SHALL BE BY ADS OR AN APPROVED EQUIVALENT. ALL FITTINGS /COUPLINGS SHALL BE 'PRO LINK WY OR 'SERIES 35' NOTE: SDR 35 OR 900 PVC NTH O-RING BELL AND SPIGOT MNTS ARE ACCEPTABLE EQUIVALENT SYSTEMS - `-90' BEND PIPE SZE AND MATERIAL PER PLAN SHEET LAYOUT DIRECT RiSER iNL_ET: `C 'FICAL. IN5T; IL_L_ATI0N N.T.S. ELEV. 4.00 ELEV. 2.0( 12" DIA. PERFORATED PIPE 314" COARSE ROCK ® EXFiLTr1V_JI0N TRENCH DE 1T EXPILTRAITiON TRENCH DETAIL N.T. N.T.S. XFILTRATION TRENCH ENGTH = 43' COARSE ROCK WRAPPED IN FILTER FABRIC XALTRATiON TRENCH ENGTH = 21' COARSE ROCK WRAPPED IN FILTER FABRIC Douglas G. Winter Florida P.E. *35658 IrITTILLT LLLLLLLLLL LLLLLLLLLL [LLLLLLLL LLL LLLLLL LLLLLLLLL LLLLLLLLL LLLLLLLLL LLLLLLLLL LLLLLLLLL SOLID GRATE 10' DUCTILE IRON GRATE STANDARD DRAIN AREA = 29.7 SO. INCH All SOLID DOMED COW AM RAIM Iron UW rom ►ao arm m MV ,us - ass aae pma CAStM66 NE new Will DIM PANT MATi1RIAL• CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 308 PAINT: CASTINGS ARE FURNISHED BATH A BLACK PAINT Q: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL AREA DRAiN DETAIL �. 1� 04/28/03 REVISE EXFILTRATION TRENCH RETAIL �2 10/31/03 ADD SECOND EXFILTRATiON TRENCH DETAIL 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 UiNDERCROUN0 UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. k&*4 e j %9WA Certificate of Authorization 15601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 Ph: (561) 471 -9863 Fx: (561) 471 -5075 Civil /EnvironmenttA ricultural Engineering Water Resources /,d Development Groundwater /Hydr eo %gy Wetland /Upland Zbrtat Pro ctPermittirg/Managemen, Gotf Course Renovation /Construct on u v � r- O U REVISIONS: Jill Z `u • r?, 0 0 X C 0 • • • 0 0 L • o c UJ 0 • • • C C • 0 71 mwj 0 > C L • -0 C ® Q 0 Jill capy of c Thomas M WcEhoff AIA, P. A. SCALE: Z `u r?, 0 0 X C 0 0 0 L 0 s o c UJ 0 C C 0 71 mwj 0 > C L -0 C ® Q 0 0 O LL 0 C X Q < 0 t Z Q W W LL v Q capy of c Thomas M WcEhoff AIA, P. A. SCALE: