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HomeMy WebLinkAboutSURVEYSBOUNDARYand TOPOGRAPHIC SURVEY Fom N'Ormw O1 FOUNONOFFOUND OR SET ON WATR LEGEND p .SIMTARrANAMYe 1, IX Awhm yr 49' svrsEwmw It 9 mse L6 LAZ7411157IX01115m cow 001 coy CONI R Rew L LIW7)V O LISM AC AR02WI)MG? /iF fAY9VRLtlPHEVA7FlY g aEy,>Anv MW AtW)NA/9MAN IfWM lo1RN L 0 T 8, THE ENCLA VE A T THE RESERVE PLA T BOOK 28, PA GE 19 ST. LUCIE COUNTY, FLORIDA. + 6007 PIATIEORADiLSPOAVT FOUND Sr h9ON ROD A CAP(S141shm) AVHALTPAVBFffl FOUND PKNAK 6MSC ! (PCPIBFi9 fVri < �- 'f,M'ty Y{c tom' v '� �� Covemotliry N�aa prmgWe o wM 11b, f �y Ile ��' /. L' ;. ..+nz.F vi > it ..iry r 14$ a°' Indiaq�Bkver�CP,rS4N o A o �r , � Y. 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'� �s 'h,,yry�i r4y3.a• a a� R �'"9e.5 p"t- � }v'"'` � ♦�3,•�"ii�`'�+a �, a��{,^a z °m° n 'Oe �e€F si 21' ockm �M �����'�"�J�� ��nA p� &"' _'� • �� �b� 5`N Ba9 E'< �: ,a Ce o� �` d SSW LOCATION MAP NOT TO SCALE I I LEGAL DESCRIPTIOI z 11� LOT 8, THEENCLAVEAT THERESERVE, ACCORDING TO THEPLAT THEREOFAS RECORDED INPLA TBOOK28, PAGES 19, 19AAND 19B, oS OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. U c co i�j♦�'�j♦j♦j����o �.�I♦. midIRS �,I 1101 . Aj�j�j�j�j�j�j�� Pj1Aj �I�I�I�I�I�I�I�: 'I� ♦I� �j�j�i ♦ �j,��.���y b�sR �ir�I�I�� I I���I�I�I�I I�� I�I�I�I�IrL�i �� �I� � V�I�I�I '�I�I�I�I ICI I�I�I�I♦. V�I I�il►�I�I�I���I • I�1 �I � '��� I, PLATTED WETLAND #61 °\ 1E6 "Aqalfqw e \ q4T v ° rkyaplau x,B�yA� :d•AN�L, �M1ts reg,� 64 � I °pad•,q� �Afe �%4',t•,rv� +4 + "&4ft4ft i �6305ve LOT 7 SURVEYOR'S NOTES: 1. NOATTEMPT WAS MA�DEBYTH/S FIRM TO LOCATE UNDERGROUND UTILITIES ONIORADJACENT TO THIS SITE. THEAPPRO�+IMATELOCAT/ON 0, -ALL UPI.I77EC SHOWN HEREON WERE TAKEN FROM AS -BUILT DRAWINGS AII ND/OR ON•SITE LOC,'MiV AIVD SHOULD BL VERIFIED BEFORE CONSTRUCTION 2NOATTEMPT WAS MADEBY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OFBUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE: 3. LANDS SHOWN HEREbN WERE SURVEYED WI7HOUTBENEFIT OF TITLE SEARCH. 4. BEARINGS SHOWN HEREON REFER TOANASSUMED MERIDIAN OF S.84°41'43W. ALONG THE SOUTH RIGHT OF WAY LINE OF ENCLAVE CIRCLE 5. ALL ELEVATIONS ARtIBASED ON NOR 7H,4MER/CAN VERTICAL DATUM OF 1988, 6. LEGAL DESCRIPTION FURNISHED BY CLIENT. 7. S/TEAREA: 1 f0343.41 �SQUAREFEET OR 253ACRESMOREOR LESS. 8. THIS SITELIES IN FL D ZONE YAS SOU ED AND INTERPOLATED FROMFEMA MAPPANEL NO. 1211IC-026N DATtD: FEBRUARY 16, 2012. 9. LIMITS OFJUR/SD/CTIONAL WETLANDS, DITCHES, DRAINAGE WAYS, WATER FLOWS, ANDIOR BODIES OF WATER, IFANY, AREIyyVVOT DETERMINED BYTHIS SURVEY. CLIENT /SADVISED TO CONTACT APPROPRIATE GOVERNINGAGENC/ES FOR POSSIBLE LIMITS OF JURISDICTION. 10. ADDITIONS OR DELEI77I ONS TO SURVEYMAPS OR REPORTS BY OTHER THAN THESIGNING PARTYOR PARTIES /S PROHIBITEDI WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 11. BEARINGS, ANGLESkND DISTANCES SHOWN HEREONAREBASED ONPLAT, UNLESS 07HERMSE FWD SHOWN. r 12. OWNERSHIP OF FENCES SHOWNHEREON, IFANY, IS NOTADDRESSED BYTHIS SURVEY. a fdd. 4,t•� r ° 9.3a *• ,pe•,y� ``5�o1J Bo4fto 6 \` c+ +01 MIN. SETBACK FRONT SIDES CNR SIDES REAR_ ZNG._ GRAPHIC SCALE 0 C'. 10 20 40 IN FEET ) 1 inch = 20 ft. RECEIVED MAY 14 2019 ST. wcic county, Parmanq SURVEYOR'S CE R TIFICATION. I HEREBYCERTIFY7HA 7H/S SURVEYMAPANDIOR REPORT WAS PREPARED UNDER MYRESPONSIBLECHARGEAND MEETS THE STANDARDS OF PR4C77 XAS SETFORTHBY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS l APTER SI-17, FLORIDA ADM/I IT 6ECODEAND THAT IT IS TRUEAND CORRECT TO THE BEST OFMYKNOINLEDGFANO B . SURVEYMAP AND REPORT OR THE COP/ES THEREOFARENOT VAUD K17HOUT THE S/GNATUREAND THEORIG/NAL RAISE OF FLOR LICENSED SURVEYOR AND MAPPER. SCANNED BY A St. Lucie County / I ! OS �CJ35 PROFESSIONAL . 4TSON ESSIONAL SURV&FYORdAlAPPER i NO jW7STATEOFR0RILT4 CV^ O E L U3 LU Uw `v W C/) 0 N k� O Z w 1^ `� J O 'K JN DO op \� __ 2zo �Q Chi oV' 2 Z WoH�Z O m CW LIJ � � CQ =p� Q� NW rjr^^ zt v, JOB NUMBER.- 18-158 FIELD DATE: 2-28-18 gHECKED BY: COW DRAWNBY.' DPK SCALE: 1"- 20' SHEET >OF> i dtc ZN TC(I-1 AND REPORT OR THE CbP/ES 7HEREOFARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL R417S OAL OFA FLOR LICENSED SURVEYOR AND MAPPER. SCALE: 1 BOUNDARYand TOPOGRAPHIC SURVEY°� LOT 8, THE ENCLA VE A T THE RESERVE I +� SpOtl PLAT BOOK 28, PAGE 19 ST. LUCIE COUNTY, FLORIDA.160 FOUNDNOTFOOM ORSEr#N WA70) T FOUNDNOTFUMm ORSET#NWA7E9) LEGEND swrwrrr4irAxE * La1mposT +'n' MOTHEiNTA: W li MM7)w- „ PLATTED WETLAND #61 Mg•Aa r> ,0/ 0 sa��. da�yy6•� Zr• eroNu� ASPNAkTPAVEAT LOT 8 r^r. '6g+q01 hl.c' FDUND P AM 4 D/SO rPDP�eFro pb� 0} l 1}g. eZ�• L4 •}'.ash asq,� >as as s�sa A3 d1!yD a!•pAic 3a• ``51°1J 4� 4*?0 { + Ci � 10* +10 599� LOT MIN. S FRONT SIDES_ CNR STD REAR_ ZNG._ TECH. Commodity: �•N sO pnngwew rT o` Cove y B I NWMer eo 6�°a�� I Indiap„wec Cgmm, m b x5t t C C°pr�ty y. e6allege x 5P°rjs °mpl x m 6 z `,`d,,. Plartbafat�Gr�_i�°. Ira t6�`iort TCe Fure C. Cape S m � NW Statlrum field 5aa f r� �• nmlle St POt 3 hW 7d NW A � R tcm 3 m •( t. Se Q Unl e151 4 F`ao NW O z NW i ry Or 3 NW Business Center Dr N a c ee �-- 3 .park Dr 9 3 r roo ` z k ^atyz C000v O B em �2a a" Cou and m 1 10 7 SW Country Club Dr 10 `410 5. Cao Ny, E51 a CI o�v dram ;d or[s a SW. Qeacack CS ✓. ,� r 5 Wym m Q 3 Blvd astioa Q O2 9Yv S� Q 3m. 9a Bach 8 oa C b D reasure 5 Ws 3 N ad: �n R ceoo C ove'ea'.e „ `^ w Pota ota °5 F 0 LOCATION MAP.• NOT TO SCALE LEGAL DESCRIPRONN' LOT 8, THEENCLAVEArI THERESERVE, ACCORDING TO THEPLAT THEREOFAS RECORDED IN PLA TBOOK28, PAGES 19, 19A ANL OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. I I I I SURVEYOR'S NOTES' 1, NOATTEMPT WAS MgDEBYTHIS FIRM TC LOCATE UNDERGROUND UTILITIES ON/ORADJACENT TO THISS/TE. THEAPPROX/MA7ELOCAT/ONOi:AL-6'TlL13SF SHOWNHEREONWERE7AKMEROM_— AS -BUILT DRAWINGS A D/OR ON-SITELOI'i 7TONAND SHOULD BE VERIFIED BEFORE CONSTRUCTION 2. NO ATTEMPT WAS M EBY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OFBUILDINGS OR FENCES ON ORAD1 CENT TO THIS SITE; 3, LANDS SHOWN HERE;N WERE SURVEYED WITHOUT BENEFIT OF 77TLE SEARCH. 4. BEARINGS SHOWN H REON REFER TO AN ASSUMED MERIDIAN OFS.84°41'43°W. ALONG THE SOUTH RIGHT OF WAYLINE OF ENCLAVE CIRCLE 5. ALL ELEVATIONS ARiBASED ON NORTH/4MERICAN VERTICAL DATUM OF 1988. 6. LEGAL DESCRIPTION URN/SHED SYCLIENT. 7. SITEAREA: 110343.41 SQUAREFEET OR 2.53ACRES MORE OR LESS. 8. THIS SITE LIES IN FL OD ZONE YAS SOILED AND INTERPOLATED FROM FEMA MAP PANEL NO. 12111C-02604 DAT5D: FEBRUARY 16, 2012. 9. LIMITS OFJUR/SDICTIPNAL WETLANDS, DITCHES, DRAINAGE WAYS, WATER FLOWS, ANLVOR BODIES OF WATER, IF ANY, ARE NOT DETERMINED BY7HIS SURVEY. CL/ENT /SADVISED TO CONTACT APPROPR/ATEGOVERN GAGENCIES FOR POSSIBLE LIMITS OFJURISDICTION. 10. ADDITIONS ORDEL ONS TO SURVEYIAAPS OR REPORTS BY OTHER 7HAN 7HES/GN/NG PARTY OR PAR77ES IS PROHIBITS WITHOUT 7HEWRITTEN CONSENT OF 7HESIGNING PARTY OR PAR77ES. It BEARINGS, ANGLES I ND D/STANCES SHOWNHEREONAREBASED ONPLAT, UNLESSOTHERWISE SHOWN. 12.OWNERSHIP OFFENCES SHOWNHEREON, IFANY, IS NOTADDRESSED BY THIS SURVEY. GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. REQ. 80 I RECEIVED MAY 14 2019 sT� Cpunw, Formuing SURVEYOR'S CE'TIFICATION.' I HEREBY CERTIFY THA 7H1S SURVEYMAPAND/OR REPORT WAS PREPARED UNDER MYRESPONS/BLECHARGEAND MEETS THE STANDARDS OFPRACTI EAS SETFORTH 3Y 7HE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS l APTER 51-17, FLORIDA ADMINIS7RAT1 YE CODE ANO THA, I IS TRUE AND CORRECT TO THE BEST OFMYKNOWLEDGEAND BE SURVEYMAP AND REPORT OR THE COPIES THEREOFAPENOT VALID WI7HOUT THES/GNATUREAND THE ORIGINAL PMA4 OFA FLOR LICENSED SURVEYOR AND MAPPER. SCANNED i BY St. Lucie County l9'vS-o3sV GR4/G . A7SCW PROFESS/ONAL S41RkFY0R&4MfP1ER NO, W7STATEOFFLOR/DA JOB NUMBER: 18-158 FIELD DATE: 2-28-18 KED BY•• COW DRAWN8Y- DPK SCALE - I" 20' SHEET OF If GENERAL NOTES: DESIGN FOR 10' TALL 4"n .125" THICK ALUM POLE PRODUCED BY WAVE LIGHTING WITH STANDARD 3" LIGHT FIXTURE THAT WEIGHS LESS THAN 100 LBS FIXTURE AND POLE TOGETHER MUST BE 12'-0" OR LESS IN OVERALL HEIGHT. NO SUBSTITUTIONS ALLOWED. ENGINEER OF RECORD MUST BE NOTIFIED AND ALLOWED TIME TO VERIFY HOW DESIGN MAY BE IMPACTED BY ANY CHANGES THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE PLANS FOR PERMIT THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION DEPICTED WITHIN AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW. DESIGN LOADS IN ACCORDANCE WITH 2O17 FBC 6TH EDITION CHAP. 16 ASSUMED SOIL BEARING CAPACITY: 2000 PSF STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED BEFORE THE COMMENCEMENT OF CONSTRUCTION. CONCRETE NOTES: CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDING CODE REQUIREMENTS FIR STRUCTURAL CONCRETE NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301) CONCRETE SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID PIPED UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE REINFORCING STEEL NOTES: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND WELL TIED WITH BAR SUPPORTS AND SPACERS. VKLJJI=U I UtNUIN U/H I H JURISDICTION CODE PROJECT NAME PROJECT ADDRESS ARCHITECT/ENGINEER WIND IMPORTANCE/USE FACTOR INTERNAL PRESSURE COEFFICIENT RISK CATEGORY WIND SPEED (3 Sec Gust) EXPOSURE MEAN BUILDING HEIGHT' OVERHANG ROOF PITCH COMPONENTS&CLADDING WIND PRESSURES ROOF DEAD LOAD ROOF LIVE LOAD FLOOR LIVE LOAD SHUTTERS IMPACT RESISTANT ASSEMBLY Saint Lucie County FBC 2017 6th Edition Goschle Driveway and Stand for'3000# object See Border Scott R Sanders 5911 Pescara Drive Pace, FL 32571 1.0 0.0 11 160 MPH B <15'-01, Exist Exist N/A Exist Exist Exist N/A N/A 1 SCANNED BY St. Lucie County LIr � REV Mp�,1A COIWuC E CG VN St BpC RECEIVED MAY 14 2019 ST. Lude E60W, ftfffiftg ziu2z;111� J J Q W 00 �J H �� W¢of (.5 Q Z z m Q Q W W QUZQmZWm3: F--LLI ZZU)`nHmULU �z UH_gJ_gLLUU�OwOa Q Z J Q H R Z S Z 0 O QpU dJ�LLI" W W-z� W W Q O ZW= Z Q O oWW�O_=U>-W Q .ZF1< IOzF- W Z z WZLLODILQU o W IB W 0� Z-04 J z<WZ�==WWZ U (Dz>o0E- (9 > ZOO WOvWIX OU�=<UJ1. W Es �LUJ O0-mmOW>-=O(z00 -000l= m< WWU UI LUQc4W0n>LLmW H LLY=0W<WQ-bWQ 0 OaWZZW0W0 H00 Zfn=QQwza~pa oWcn=WO¢O� 0) U� rH U LL ~0JLIU o(DCDWa' J LWLOHQm<F01:LU(L - Q U = F- J O > J Z W W z Q Q W W H d z00omOW3W0=U Q WZW C�LLI�ILzLL1ZW U wW III Q¢¢ z g z W I=-WQ�cUQOO�WOU U M O 00 LO O U W U CU J J O CU Z O F— C) F— M Z U a) J LL L_ U C) ai �U CU J � M J U QO J O (.0 O 0 (5) CL 3/21/19 11:31:43 AM A-13 Scale 1 /2" = 1 REBAR IS #5 - MUST HAVE MIN, 3" CONCRETE COVERAGE MIN. 10" ROAD BASE COQUINA UNDER DRIVEWAY E_-- ROAD 13'-0" 3'-11" 5'-2" 3'-11" CLEAN BACKFILL TYP. FT N IIIIIII III III II III CORTEEN STEELL IIIIIIIII III III III III III II II IIIIIII �. IIIIIIII—III —IIIIII—III_ 16" X 16" FOOTER III III —III W/(2) #5 CONT. MIN. IIIIII III —III —III III 3000# FIBERMESH CLEAN COMPACTED FILL IIII—III I i l IIII—III IIIIIIIIIIIIIII—III I PRE -MANUFACTURED LAMP POST AND ANCHOR BOLTS SET INTO CONC AS PER MFG SPECIFICIATONS PAD FORMED TO PAST GRADE MIN 1"AND 4" MAX. ELECTRICAL GRADE ° PVC PIPE FOR POWER 16" DIA x 48" FORMED CONC PAD 7 36" X 36" X24" PAD UNDER TUBE W/# BAR AS SHOWN TIED W/CHAIRS UNDER ALL CORNERS & CENTER Ifl Lamp Post Detail 3/4" = 1'-0" DOTTED LINES INDIC. WALL LOCATION ABC W/ 3000 PSI CONC W (4) #5x24" LONG REBAR TIED IN CAGE W/ WIRE TIES @ 6" O.C. AND MAINTAINING ALL EDGE DISTANCES 1'-6" 1'-6" KOILImma mymomrs"M►• .:� : •� 4TE _- ---, - - VE IIIIIII �' IIIIIII `� III- bi 9 m 12" x 24" FOOTER W/(3) #5 CONT. #5 GRID 8" OC 4" WEATHERPROOF FLUSH MOUNTED LED LIGHTING ON FACE OF WALL CI HOUSE 16" X 16" FOOTER W/(2) #5 CONT. MIN. u^i 3000# FIBERMESH ifl 11-11 12" Ix 24" FOOTER W/(3) #5 CONT. MIN. 3000# FIBERMESH COMPACTED FILL m (TYP) 8" WIDE FORM & POUR III —III_ CONCRETE KNEE WALL W/#5 VERT. REBAR @ 36" O.C. #3 HORIZ REBAR @ 12" o.c. MAX & 6" AT ENDS MIN. 3000# FIBERMESH 4" WEATHERPROOF FLUSH MOUNTED LED LIGHTING ON FACE OF Z STAIR RISERS 6" WEATHERPROOF DIRECTIONAL & ADJUSTABLE LED LIGHTING I Drivewa Art Pad Foundation n Driveway Art Pad Lighting n Driveway & A 3 " _ " U 3/8 = 1 -0 U 1 /8 = 1 -0 3/8 = 1 0 For (2) #5 REBAR MIN. 3000# CEMENT o 1'-4� Driveway Step/Curb �1/2" = 1'-0= 1'-0" (1) #5 REBAR MIN. 3000# CEMENT 1 Olt n Driveway Cont. Footer 1/2" = 1'-0" (1) #5 R Ft. Patio & Footer 1/2" = 1'-0" MIN. 3000# CEMENT I I I i I ; I EXISTING EXISTING I 7 IL I SIm -- --� 7 4" CONCRETE 8X8 FOOTER W/(1)#5 CONT A-14 L e_ I J -� 4" CONCRETE '� I, _ 8X8 FOOTER W/(1)#5 CONT. II i __ L J_I J J Q W 0 WSJ F- =F- Z¢rc`< SSW < W (A m W0 Z_ 0 <JZW(L J Vu1Qps�=��C]_i H_ Zw(Sn��WO(nfn Z m �Z UHa�0wD~Owog Q Z J� Q H W Z= Z 0 >O —<cC) aJ�wL_ W Q W_ w ,LLQ O Z_ m= w>-� Q 0�Wy.���IZ—iz0it W LUZu_ 00 LL__ Z<WZ�==WWz(V z0>°0003:020r>i wOI.-W WO(n�WC7 ��=<Wn w>_ p0__ImOW�=000 U1--mopmQ - V50 W¢WL_0=>oao~ W LL-LOE<W< mww Q _jWW0r���01m ZW ZU)W< wZ(L~Oa 0Wm=W000;� U) UM m � mI— OJw�Zaw H LL LLO~`gym<55xWm0 4 U � O Z W0W<a.=aJ�ZU O_ZUJ Z:QMdmO2WW)U)0 VWOW~ 0- �z (LZW (1) WOW —Z i SSOnaSWw < z2z = W Z W=JO O W O J H-W<20Q0 MWC) 0 LID M O 00 LO �O// LJL U U J J O U O U cfl N� 00 M Z IL)O J O C L� U Q) U ai �U J v W� J Cl) N O 3121 /19 11:31:44 AM A-14 Scale As indicated