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HomeMy WebLinkAboutLaurels (15A) & Enclave (17)k ILU LU 0 o uz o V) N CL O o uJ > LLJ NC:) 4 z z •� z W c W Z o 96-1 _ v� � Z LU < �d� o O■■®■■■■ ■IMMIMMM■■ONNNEE■■ ■■ENNEE ■■�■■ ■■�■■ Z �WR W V • • VV Q - cc 0 Z ..•. \ _ M - • • • • • • • • r __w cc __' • • / - L) • r \� %1 ,� ��� ) 1 �� w 00 CY ' • • f'' / • �'T t \ r Lom 0. CD W \ it • • _ 4 co -_ r� _ :■ 40 •0. 0 0 0 • W ` LO -A O see IFIN' - a. ' • • • ` I', a "li =1' `� % W /,a►.��.�� ►s A / I r- I p ■ 00 cry • • • I— _�. r m . . . . . . . . . . . . . . . U a Z C J Z N Z Z � O Qo w c o0 =ui z p o p ~O W ILL � =a m 0 — a z a -j m v� > O � _ cn w W a m a J U)U N a v W a W w `�'� o a Z >0 �ci L W Q �, cc (ncr J r Z = U � V _j W ' �' J a w W = w Z W W O Z p Q cc Z Q t: 2 p CCN cc 2 U cc 3 U C/) ■ w cc < � N � Q • a w Q Z w m = Q o Q Z cc Q ccW W N c.) z a O p a F- Y W 0 U co a> 13 W N z O z 3 w LU > LiLU , uj O V / W o vim vz Z wo g p0� U p d ~ o a 0 0 a z Wcc W J Q a W J a W 2 a. Q O Qcca UW' =wc'm z V U 0 o N p Z w Z Z a N pcan Q aU Q�aw Q 2 0 G Z W W° z W Z a zLu a O g LL O(n CCN w N O z 2 0 o) w U> o > m w W CC m W N w p CC W w J Z W a= W Z 0 p m a�2aWJ �ao Oac>?aa 3aow E- O O z a a a 0 O w ve- S -c- Y- U, oC �- 4- k-c- z O aaa aaa a a a aaaaa a w Z W J V z tDCOO� l,C)NN O r N �ON�'�' ti H OO D W r N {` O! q OLq O to M 00 00 J 0 t�rCO�'�MO,CONM�NNNIn • O ■ V F000 C/♦ ■ V, V IN V IN Cn V a a a V � w a oo oc a a Z ... \ \ Cy �o " O IS C%j a N LO tO r- �. d d LL qqr Lo co C/) T000 7. CO as W C/) Cn C/)WCl) NeLO r r N a[f' r d' a M Cn N 1` F- Iva 00 to N OD Cn �- qqr00 � MONO N r w oor r[t N M Z NrNN�oCOM�M�rrCfiNM Cn w a a O a W(IN w 0cn C)r r LO 0rinM�' N w W W r m 00 N O M R* Lq 00 C! Lq LQ 00 I` Cq a J ��- N M to N uo t` Ln R* 00 OD to 00 ti L Wmz V Mr rrNrrNN r O oc a = a c) a c� a o z_ 'JW� W am a V ,�Q'mV �,OpOOa�NMd' I -'>I" rLf)LO Lf)CO(OToo. Too. rN oosNNN 5 0Lu0 a r•rrrr NN _ ,_ - .....-�: h.!'.- [.:. :s9 .•ts'b'nsGFN ,:.. �,�... '. -,-'. ':.v. r - _ .�:;-..., �€""'..i5 X?RE:L:. r-�: - . :. .�.. ... -.... _-. w-wn V� T 0 V / ■■ w N J E- > Q Q w mYI ru 0 0 r 0 0 0 0 N 0 I H a 0 z w w 1 SITE STATISTICS TOTAL ACRES 12.33 AC. TOTAL UNITS 18 DENSITY 1.46 DU/AC. ZONING P.U.D. UNIT TYPE SINGLE FAMILY LAND -USE RESIDENTIAL IMPERMEABLE SURFACE ACRES /'SQ.FT. 5.55 AC. / 241,758 SQ.FT. * OPEN SPACE 6.31 AC. PARKING 2/DU PHASE 1 PHASE * OPEN SPACE IS CALCULATED FOR INTERIOR OF DEVELOPMENT PARCEL NOT INCLUDING OPEN SPACE ADJACENT & THROUGHOUT RESERVE P.U.D. 11 OPEN SPACE FIGURE TAKES INTO ACCOUNT THE EXCLUSION OF: BUILDING COVERAGE 40% (RM-5), R.O.W., DRIVEWAY & POOL/DECK. yt WETLANDS INDICATED ARE AS PER THE S.F.W.M.D. CONCEPTUAL PERMIT NO. 56-00674-S AS MODIFIED AND APPROVED BY THE GOVERNING BOARD ON OCTOBER 12, 1989 AND FILED WITH THE CLERK OF THE S.F.W.M.D. ON OCTOBER 16, 1989. * REFER TO PLATT OF RECORD FOR DETAILED OVERALL LOT AND BUILDABLE AREA COMPUTATIONS, INCLUDING SURVEYED LINES. KEY 12 --- _] LOT AREA (SF) C_ J BUILDABLE AREA (SF) / 4 / O O ' o0 0 -�URVEY LINE FOR l INFORMATIONAL PURPOSE ONLY. 11� � Y 1 '% 23,,-: ` — �5 23,874.49 �� 15,655.16 1 i 17,670.18 \ _YRICAL L \ 2 15,345.I ' , SETBACK \+ +\ 16 < i \ 22,500.00 a �\ 21,855.22 i + + + 1 22,500.00 + \\ 14,260.i4 \ \\ 3 8 J L _— -- — — -- \ 1— 24,134.57 \ \\ 14,260.14 \ 4 , — •• -- 23,560.24 j ' 5 i D II 15,345.15 \ \\ \, 25 • • •• •• —.... a VALLEY GUTR / AGE — — _—_ _ _ _ -- --\ 2 •. _ ..� , , r PAVEME 18 \ \ 17 ' i r — — — \� •• +\ \\ \\\\ 24,696.76 I 1 29,324.12 I I I 32,288.91 1 10 �• �` \ \\ \` 16 �\ \ 14,105.14 i I 20,770.21 15 /r-----� i 11\\', 21,600.0014,41514 13 �,' 14 , d 12 j I \\ 21,600.00 \\ \\` 14,260.14 % � �21,658.99 � 14,260.14 _, � � • �� 17,670.20 / I I - • D / LANDSCAPED OPEN SPACE w w wa o� w LLJ = a FM , Q o u cl) w J w W w 4 J w 2 0`0 N r— T 2 0 N W Ix o) N O O O Lo O 0 z I" W W I N r)I! r1 ` rthhrifinp r'Pntrr. r:tr +' ,nl�r rlrivP 0 sulfa 140r" n;oc' hparh flnrirla 0 13401 0 (407) 833-0304 • all rights SITE PLAN APPROVED DATE ARD OF C YNTYOrC�SNN Chairman FINAL PLANNED UNIT DEVELOPMENT APPIZ VE DATE BOARD OF C NTY COMMISSION r` (fair na THE RESERVE PARCEL 15A PRELIMINARY SITE ENGINEERING PLAN C � d 00 --------------- O Oo. 00 � �0 o• o° o g 1 w v r LEGEND - PROPOSED PAVEMENT O - WASTEWATER GRAVITY MAIN a MANHOLE ----------- - WATER MAIN a FIRE HYDRANT }" --- - STORM SEWER a INLETS SWALE SURFACE DRAINAGE PATTERN Lindahl, Browning, Ferrari & Hellstrom, Inc. consulting engineers, planners & surveyors Jupiter Stuart Fort Pierce 0 50 100 200 SCALE : I"= 100' FINAL PROPOSED 12" W.M. SITE PL N APPROVED PLANNED UNIT DEVELOPMENT `• �� /� APP OVEJD o0eo , DATE v ♦♦� BO D F CO Ty CO"r1Ml ION Ulm 0 '� OD ♦♦.. �j'�+J74�:yJ WPI' tiUi�luA 4i%�;Wli9e;,il,`i111N1YfN ♦ } s o6 1 - Chairman LAKE % \ . ,• t `, WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEMS POTABLE WATER AND WASTEWATER TREATMENT WILL BE PROVIDED BY THE RESERVE UTILITY CORPORATION ON -SITE REGIONAL TREATMENT PLANTS. r _ _ AN EXTENSION OF AN 8" DIAMETER WATER MAIN FROM THE 12" WnTMV MAIN PROPOSED WITH THE IMPROVEMENTS OF LEGENDS DRIVE WILL BE MADE TO `. PROVIDE ADEQUATE WATER SUPPLY AND FIRE PROTECTION. A GRAVITY -_�'�� • SEWER EXTENSION WILL BE CONSTRUCTED AND WILL ALSO TIE INTO THE PROPOSED SYSTEM IN LEGENDS DRIVE. BOTH THE WATER AND SEWER SYS- TEM EXTENSIONS WILL BE CONSTRUCTED IN ACCORDANCE WITH BOTH THE 15 \14 16 2 I ,t DEPARTMENT OF ENVIRONMENTAL REGULATION'S AND UTILITY COMPANY'S REQUIREMENTS. j .. UTILITIES TO CONNECT TO PROPOSED UTILITIES IN LEGENDS___D1 iVE - Y f SURFACE ATER MANAGEMENT SYSTEM 18 / EXCESS STORM WATER OFF GENEkh_Tn BY THIS PROJECT WILL BE COL- 1 7 I LECTED, STORED, AND DISPOSED OF IN DANCE WITH THE REGULA- TIONS OF SAINT LUCIE COUNTY AND THE SOUTH rI-DTDA WATER MANAGE- MENT DISTRICT (SFWMD). THE DRAINAGE SYSTEM TO COL"=-m AND CONVEY STORM WATER TO THE DETENTION SYSTEM WILL BE DESIGNED AND CON- STRUCTED TO THE SPECIFICATIONS OF THE SAINT LUCIE COUNTY �.:ur,IC / ----� — © WORKS DEPARTMENT. THE DETENTION AREA AND OUTFALL SYSTEMS WILL L DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SFWMD PUBLICATION to ENTITLED, MANAGEMENT AND STORAGE OF SURFACE WATERS", VOLUME IV, DATED JUNE 1987. GENERALLY, THE SFWMD REQUIRES THE DESIGN OF THE STORM WATER MANAGEMENT TO CONTROL DISCHARGE FOR THE 25-YEAR FRE- �� .00 QUENCY STORM EVENT. r W is CL ILA K E THE STORM SEWER LAYOUT SHOWN DEPICT THE GENERAL CHARACTER OF THE SYSTEM AND IS SUBJECT 0) 00 ��! v TO REFINEMENT DURING FINAL ENGINEERING DESIGN. FINAL DESIGN, DETAILS AND CALCULATIONS WILL BE SUBMITTED ON THE CONSTRUCTION DRAWINGS. 0 sO' / O LU PAVEMENT CONSTRUCTION THE PAVEMENT STRUCTURE, METHOD OF CONSTRUCTION AND TESTING RE- QUIREMENTS FOR ALL ON -SITE WORK SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTED IN SAINT LUCIE COUNTY, FLORIDA" ADOPTED MAY 17, 1978, RES. NO. 78-49. PRELIMINARY FINISHED GRADE ELEVATIONS: MINIMUM FINISHED FLOOR OF -BUILDING 27.50' NGVD MINIMUM ROADWAY CROWN 26.00'NGVD ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHALL BE DETERMINED BY THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT SURFACE WATER MANAGEMENT PERMIT OR THE SAINT LUCIE COUNTY BUILDING DEPARTMENT. INFORMATION SHOWN PERTAINING TO PAVING, DRAINAGE, WATER AND SEWAGE IMPROVEMENTS HAS BEEN PREPARED BY : LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS M. E. SANDERS, PROFESSIONAL ENGINEER NO. 38814 SEPTEMBER 7, 1989 c nteY r W J Q U (n 0 llzr Ito, W W t= YI , CERTIFICATE: I hereby certify that the survey represented hereon, dated this 1 st day of SEPTEMBER , 1989, is true and correct to the best of my knowledge and belief, and meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors, pursuant to Section 472.027, Florida Statutes. NOTE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL THIS SURVEY IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENT'S REPRESENTATIVE. NO SEARCH OF THE PROFESSIONAL LAND S4 OR PUBLIC RECORDS HAS BEEN MADE BY STATE OF FLORIDA NO THIS OFFICE DESIGNED: DRAWN: M R H CHECKED: D M J L I NUAHL . NIKUWIN 1 IVIb . r LKK/- m 1 a HELLSTROM. INC. CONSULTING ENGINEERS. PLANNERS & SURVEYORS BLDG. 5000, SUITE 104 10 CENTRAL PARKWAY 210 JUPITER LAKES BLVD. SUITE 420 JUPITER. FL. 33458 STUART, FL. 33497 407-745-9248 407-286-3883 2222 COLONIAL ROAD 2065 15TH AVENUE SUITE 201 VERO BEACH. FL. 329ff FT. PIERCE. FL. 34950 407-557-215E 407-461-2450 THE RESERVE PARCEL 15A BOUNDARY SURVEY SCALE PROJECT NUMBER 89 - 236 SHEET A WAN i 96=1 solmdn:A ��mm��mm NMI •• a ■ 1 r •e f '� • • • F— Z Ol ELI ✓? 0� � � emu. Ua - s , > ® o Lu >�y a CO F_ E ram- E ® E Cu cJ V p CL z °° g W a ■■�■■■■■■■�■■�■■■■�■■�■■■ z LU ----- - --- w Z . �a , w Q w 0 • /�`r w CV ON Lu Q -� lopl I' I� . LO zz U UJlie I 1 ■ • i�LO 1 \ -p • i • • • Q cc uj . p • _^ �I -i is J 1 I COV. 1 • !' =�` _ : i' a "f a, t It It 10 • . ' • • • • v !' CO 00t 05 m — W o W U W 0 C Z WO Q � aaQ QQQ a a a Qaaaa a J w ad J coacco a a a cocoa 0 71 V�1 Qaa C) a) 1` CO LO NM N Ln N a) Cn 0 wo am CnQ w�Z W F- oc va Q � Qom JWJ Q>Q Ow �_ o F- Z W 0 0 0 N N 0 T- N RC:TON�R�r ti W T- ll:� N f* q Cn CR MIti` O LQ CM C q 00 In 1` r- CO R* R* CM O CO N M Cfi N CV N Ltd W Z LL LL LL LL LL, LL LL LL W W W W U. LL LL W 2 Cn 2 Cn Cn Cn Cn a F— U) z Ottwrl Woo O r (D 00OrO�� N M Z Nt-NNLOCDr�M�rrlqrNM WO M T. CD o T- ti r 0 r. Lt) Cl 'gr N • � � Coo C� � Coo � � V qCvi 6 CN ~rrNN r' Q Mr rr N J W C) �amVam O ppQmNM'� rTTT��frrNNNNNN a 0 Z Za. N M 0 Z cc Z w 0 Q O z = Q 0 . W� o Z O w � Q Ca m 0 LL > 0 a W W V Q N a~ L) = N LL a M a Z > W cc cc Q 0 CC cc � 9 w r J 0. ,j W W W w73 O = z Z � ' a � a UC/) cn U w 3 ■ > a Q acc a m Q w a z a cU) a Z z cc x z O a LU Y as a Z W Z w °' o w a U 0 C� N m LLL o O a Z 3 W LLIin Cl) > LL O o �N `�U W t!) Z Z Z Q _ Q W O p Up o a ~ o Q Ooav ZF— Iro W a0MW a a0 M a M :) w cn M V aaaN 060 a� Q w V 0 o U)Z W z N a cc J n Q CCQ o w a U Q W W Z z W> W cu O Z a Q > Q Lu a� wON wa o� J rn uj W W cc W Z m .- U>ix w� W cn� cc JoLu ww z>w z U) Q LI) a= O m CLLI L � a w ~ aP OaU�a 3aOW W 0 0 cc z a a a 0 0 Z D r-. 0 W U Z W J FC� _ o � J J 0 L) d Cc L) Q Q Cn C j w a CO M= Q Q N �- CO a N M T— o O LO O CO � LO 00 LO a) r CO DLO r r N a� T d' Coco 0 N T T .. T z 0 N W oI 11 0 0 0 0 N 0 I H o� 0 z F- W W LO 0 W V a Cn W r-. 0� W W W Q aV U ja O a a cc 0 w a- W > ? C) c Cn Cn w M Z `) W cc O Zcc (M)F" w `- w cc 0ma Mo oa OZ FARMOO Ow 0W Zoo , J pC J Q a Z C� o Q� a> —�aLL W F- a F- 0 W J -j �e 0OW 0cc a0Q EXISTING RESIDENTIAL DEVELOPMENT SITE STATISTICS TOTAL ACRES 27.47 AC. TOTAL UNITS 19 UNITS DENSITY 1.0 DU/AC. ZONING PUD 1 UNIT TYPE SINGLE FAMILY LAND -USE RESIDENTIAL IMPERMIABLE SURFACE ACRES/SQ.FT. 10.88 AC./473,972 SQ.F J_ * OPEN SPACE 16.59 AC. I B /—\I 111 %IN IAA v v. r--%I%w PHASING I PHASE * OPEN SPACE IS CALCULATED FOR INTERIOR OF DEVELOPMENT PARCEL NOT INCLUDING OPEN SPACE ADJACENT & THROUGHOUT THE P.U.D. ' OPEN SPACE FIGURE TAKES INTO ACCOUNT BUILDING COVERAGE 30% (RS-4) R.O.W. DRIVEWAY & POOL/DECK * WETLANDS INDICATED ARE AS PER THE S.F.W.M.D. CONCEPTUAL PERMIT NO. 56-00674-S AS MODIFIED AND APPROVED BY THE GOVERNING BOARD ON OCTOBER 12, 1989 AND FILED WITH THE CLERK OF THE S.F.W.M.D. ON OCTOBER 16, 1989. 1 ADJACENT RESIDENTIAL DEVELOPMENT * REFER TO PLATT OF RECORD FOR DETAILED OVERALL LOT AND BUILDABLE AREA COMPUTATIONS, INCLUDING SURVEYED LINES. KEY [� LOT AREA (SF) BUILDABLE AREA (SF) * ISLANDS AS INDICATED ON THIS PLAN SHALL HAVE NO ACCESS OR STRUCTURE OF ANY KIND, THROUGH DEED RESTRICTIONS, WITHIN THE CREATED LAKE SYSTEMS ADJACENT TO THIS PARCEL. THE ONE EXCEPTION SHALL BE THE ISLANDS DIRECTLY ADJACENT AND WITHIN LOT NUMBER 8 OF THIS SUBMISSION. * NET BUILDABLE AREA EQUAL TO GROSS LOT AREA LESS ANY REQUIRED BUILDING SETBACKS OR IN THE CASE OF LOTS CONTAINING WATER MANAGEMENT, TRACT OR EASEMENTS, SHALL BE THE AREA WITHIN THE LOT LESS LAKE SURFACE AND REQUIRED LAKE MANTENANCE EASEMENTS. FUTURE CLUBHOUSE / FUTURE RESIDENTIAL DEVELOPMENT SITE ISLAND g� 17.9 _ WETLAND # 61 - SURVEY LINE FOR INFORMATIONAL PURPOSE ONLY. 0' 2 \nu hOVSE PAVE4j',T �q`CEy GUTT Q : .4� � 1 � 41,574.22 Inc; N � 28,520.25 I 2 � 53,535.75 h^ 39,370.4 WETLAND #61 DATE 0 U / U D n.n vlp 01 0 ..i itil.y��evY Chairman FUTURE RESIDENTIAL DEVELOPMENT FINAL PLANNED UNIT D;_VELOPMENT APP �- DATE !!n�� C •V��i C��ri,.'IiJ�Vi a r W W Q a J _ C) Z a W w W � W W F= w F- 00 N T T 2 0 N W a ON I0 AC King 2 CERTIFICATE: I hereby certify that the survey represented hereon, dated this 1 st day of SEPTEMBER , 19_6_9_ , is true and correct to the best of my knowledge and belief, and meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors, pursuant to Section 472.027, Florida Statutes. NOTE NOT VAUD UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL THIS / SURVEY IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENT'S REPRESENTATIVE. NO SEARCH OF THE PROFESSIONAL LAND RVEYOR PUBLIC RECORDS HAS BEEN MADE BY STATE OF FLORIDA I O 394-a_ THIS OFFICE DESIGNED: DRAWN: M R H CHECKED: D M J 11/17/89 M R H CHANGE NORTH BOUNDARY LINE TO MATCH PARCEL 15 B DATE BY REVISION LINDAHL. BROWNING. FERRARI & HELLSTROM. INC_ CONSULTING ENGINEERS. PLANNERS a SURVEYORS BLDG. 5000. SUITE 104 10 CENTRAL PARKWAY 210 JUPITER LAKES BLVD. SUITE 420 JUPITER. FL. 33468 STUART. FL. 33497 407-745-9248 407-286-3883 2222 COLONIAL ROAD 2065 15TH AVENUE SUITE 201 VERO BEACH, FL. 32950 FT. PIERCE. FL. 34950 407-557-2155 407-451-2450 THE RESERVE PARCEL 17 ALE ENUMBER OJECT SC 89 — 272 SHEET A T.4a1w,4R 01re 11C/�"oQ1liwTlox1 /DD % 01Tc-Aec-A 28. 0 '` ,4c,2c-S 5 % Am) ,eOAa 4kc-A /. 55 4c c-,5 (W/T91,U /JLAT) L41C±-- A- ZC—A 3. // .4c ee J 91//1O/, 4e7 (f✓T> 7 50 4f e&5 �'75% PeQu� OPC—V OP,4c& A---kc-s o7-e'D : UT/L/Ti/ Io e! 6kO0 �✓W!C A&R Wle& UT/L/TV 2. Z4 106c,aowej 45 01QEC7-Eo By 3. C7R401 clej Or,I« LOTS 0,,UA1.6 �ftlSV, eC- le?)9/T/UE ,L�& 1�4/moo 1QoAow4 /14zlo FLOOR 45-L ,�7- (/,4T/O.0 �Xf�EO/.U/,filUrl/l a✓ %�E(U/RHO ,�S/ 5 �-�ti/�i O• �o�t/IE,oTUraL P�QM/T �5(0-00�07�-�J AcAT FOR e,-12 T 4e54S . � yL=L LST,PO� GJU,Q (/� S//,UCH OcPT �-C'/ST/.(/C, P.4!/��iIE.CIT DES/G.0 F�20�1i1 C�RL1/� `J�•1rT.4 \ \\\ \ \ �`��v AUO 4 e e,oc . L EGE.U05 O,Q/UE D,QTEO �/�� - L.4TFST REV/5/O.t/ /O�/3�8� \ \ \\ \\\ P,Qai //o6- //5¢ - GJueET /lo D.r 27 L,41<'E G'D,UTROL 5,11RF,4fE &L. 23.0 --_ - \ 2TJ,¢ .LIKE GJ/-/,4LL OE �201-1r✓TR!/f7E0 Ate✓ To /%/%/C//yl/ZE PU[LU71-0W1 J'/L T,4T/O.0 OA- 044 4,UeE O,C 5{/O7—C-, I IV--1 IO/,Gf &UT ,UO7 Z1,017-ED T 15/G7- SC,2EE Us A,Ua ,Uo Dix/G,?C,E F,4o !i1 L o,�c- U.UT/L Lf,K� L�OrfiIDGE�E L,4,e& 15/OE JGOPE✓ t5/-/,4LL ��� ��R �� f E �L 4,C1TE0 P6W 5P4- Z20,U0/7/0,C/ � 0� �� �D��a�� %/ ill ►��� 2m.3" D� S�Gf�/1r1.�Pe: p. P0,�GI G p co . li C'u¢�/SauKvr Onatif ur., i, Pp��LIb�Pi�l Ij V&9/14G//M;� 7IV7e, UEe II _ Q� O� G`�FIcA PU6,P�I� ;� euiy7-Iu4 )�d4l" I-7 ep 7 27 2 ?l0 �• �Dl p �► �,� � G , � ,� C� I � ' 27 \ 21 00 oR Flo „' �• 28. Q' � f9lv° Ug Tp v� t� p�1 ��F PO 8 � �plcA0kJC9e1J, r?l AR P � I i AA"l'Ap(u) pfonp 5/Do)Q'I41, A cURA;�et. �.° u ego IEa I �� ►' I 'Lo I o�PPO ce ? r = 11�pv ,T� a P Cl Top 11 so 1(1LI JOtIC,7 40 Z , t �D�o �� O(l �'n O �4LGES/�U7TEQ 0. p� to ""� J ETA.3t� 2n� P�vµ°1, n -f�Po F - 28 j DATE r (F.F.ez.= 2�4� RE l ORU DRAWINI, DATA SITE PLAKI K °,O 1f E DATE OARD Or- " UNv C� AISS,ION Chairman FINAL PLANNED UNIT DIEVEMPMENT APPROVED O• � _ �X/9T/,U(� CTRAO� PAI/C-1VC-,uT [� = n2TCN 8461,u ZOOR EL&11 710,41 LO 7- Chairman VOTE L 5T,4 7-10VIV,�; 5L9.4Le/J TO Gf/X/06- L'O,CIST/zUc TIo.C/ L A VOL/T 50R(A-- VOR '51-14LL C94L,9,11Z I TE JTAT/O,U/,(/Ci PR/O,e T GJ774ell-/G FD.Q CD.USTRUGT/D U. z PARcE�-c. /7- TU& if-VC4461E- 1d,4l/,/x/q, rgaawe, -- -- Y4., owl,uAac- P1Q,u SOUTHERN DESIGN GROUP, INC. Engineering, Planning k Project Management 809 Hepburn Avenue, Suite 204 Jupiter, Florida 33458 (407) 743-0501 DRAWN FIELD BOOK DATE JOB N0. �6F'N • d°J-252 Z e.F A/ NO. PG. 50G - &6025 DESIGNED CHECKED SCALE DRAWING NO. DOTED i SHEET ffO F /d No. IDATE REVISIONS � CJEP,4RATE L,4.C'E- !' TC-i01C;b e,4RV 01rC// i �� /.Ul/ �L . /'% o �PU57" 55 L F OF 54 3 O1- 4 Fo,Q LOIq T/v,u- T///,5 P/AE." G,//LL 6E 4O1li57-,-Q AT S D/Q C701t COUQJ�E- C7J.(lSTIlUCT/D// ��/D 4L/,I-I 1T U/-- TE.f OORA eY D/TC REQUIRED. 4161. t-L. /70 -- �_- T ,Z�ZZeTRO" C—V//Uq OE,PT of dJ 252 - l0-/O 34 I A L,4,C�E LOIfTROL OZIR/74CE LPL. 23.0 �0EE TV,01CAL GJKT/O.l� I�ET.4/G> L4&, To B,-- D,uG ,47- 0%PECT/D.C/ O,- OG 1X1,5. e �,U CO,U✓l/�(!CT/O.fl GU��OL ,C �O�/¢3E 4V0 P,4lRC&L /7 �G�E O� /if/.4TER TY,,o/IALJ I.UU.EL. = /0.9 We . 203o- �1 GOLGQ,Q N I /2 / 2�J7' // I .UDTE: /l/%/,(/• F/,!1_caR.40E � _ � - T�PE E ICTIIATE 5/O/ C ■ �/}� � ® � � I,u /�✓L.QAJD �` 28.0/ ' to �.v�v F� EL - ��4 3 CALE: i = n ' L. F. Q. 90 I28 2� o _ 0 2VV I EGJID u� �Q,Uh T. 95 L . F. , E i\ JD,Ue T 7eo Z. 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DATE Engineering, Planning & Project Management SH - 808 Hepburn Avenue Suite 204 B rtD C Y C;r..;;N;� P Jupiter, Florida 33458 (407) 743-0501 DRAWN � , \ tf+s, I FIELD BOOK DATE I-eF, �/ - 6g)-252 O L.B F. f% :NO. - PG. - /0/&6 SOC,. B�J•025 Chairman LIo%�a4r�EZ.-AULo&eW n8s /�iiG✓E DESIGNED CHECKED a SCALE4S C/OTEO DRAWING N0. _ / --- N0. DATE REVISIONS B u�G P - ono ti ; Tf e, P _ -14� rr, �, 1 uF• Aa�F::: n 9 r;-r« +-aa , a GM ! A EET F7 F 4 0_ 11 NOTES 1 . CONTRACTOR TO VERIFY ALL EXISTING SYSTEM LOCATION AND ELEVATIONS PRIOR TO ANY CONSTRUCTION.2. MANHOLE RIMS SHALL BE ADJUSTED AT TIME ROADWAY BASE IS IN PLACE OR FINAL CURBING AND SHALL BE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR. 3. ALL WATERMAIN PVC C-900 UNLESS OTHERWISE NOTED. DIP WATERMAIN SHALL BE CLASS 50. ALL WATERMAIN IS 8" UNLESS OTHERWISE NOTED. 4. ALL SANITARY SEWER 'IS PVC UNLESS OTHERWISE NOTED. 5. GATE VALVES, RIMS, ETC. SHALL NOT BE CONSTRUCTED WITHIN. CURB AREAS. FIELD ADJUST AS NECESSARY TO ADHERE TO THIS. UTILITY CONTRACTOR, IF IN DOUBT, SHALL CALL FOR CURB STAKEOUT IN ANY AREA IN QUESTION. 6. ALL WATER METERS SHALL BE 3/4" UNLESS UP -SIZE REQUESTED BY OWNER AND ALL SERVICE LINES SMALL BE 112". 7. SINGLE AND DOUBLE SEWER SERVICES SHALL BE 6". 8. WATER MAINS AND SEWER MAINS SHALL HAVE 10'_HORIZONTAL SEPARATION MINIMUM. 9. REFERENCE THE PLAT BY LBF&H SURVEYORS FOR EASEMENTS. V 570,4 @ 0.¢,F SEE,(/OTE 5 f �o TEE Fief WV0,eA t1r 7' t 7l //II r— C'OU9T. C' L/ noMv«rE �j/�GU. ✓4 ('>0[� 1,4,0 yL LL STRD M GJU,QU� S//,C/Ci Oc--AT no E . /.Uu /� 10.4y. 2, e'OU 7 S�56v,Q. /,Uu -- 5rgy Ski,P /.liu : 9 3lv' 2.67 �O /i • ti \\ p 6''O �\ A 11 �z TiE-/,u /°o/,UT Ex/eT/,uG I , I ► I / ���1�� ��ti10vE � Uc 8"' P. �/. c. GU..irf. i ► � 11 2- 8"G.(/_ /2" P(/c Ex. 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