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<br />
<br />LEGEND
<br />
<br />DRAINAGE DIRECTION:
<br />EXISTING CONTOURS
<br />PROPOSED CONTOURS
<br />
<br />PROPOSED GRADE
<br />EXISTING GRADE
<br />SILT fENCE
<br />WETtMD UNE
<br />UTIUlY POLE
<br />fENCE
<br />UNDERGROUND ELECTRIC
<br />UNDERGROUND TELEPHONE
<br />UNDERGROUND GAS
<br />UNDERGROUND SAtIUT ARY SEWER
<br />UNDERGROUND STORM PIPE
<br />MITERED END SECTION:
<br />EDGE OF PAVEMENT:
<br />SOIL BORING LOCATION:
<br />fiNISH flOOR ELEVATION:
<br />TOP OF BERM:
<br />SEASONAL HIGH WATER:
<br />TEMPORARY BENCH MARK:
<br />PUBUC RIGHT OF WAY:
<br />PROPERlY UNE:
<br />EASEMENT UNES:
<br />CURBING:
<br />SANn ARY MAN HOLE:
<br />OVERHEAD UTIUTIES:
<br />
<br />
<br />-.Jy---
<br />-'100
<br />---{loo) --
<br />-
<br />x(loo.oo)
<br />xl 00.00
<br />
<br />o U.P.
<br />-X-
<br />-E-
<br />-T-
<br />-G-
<br />-SS-
<br />-S_
<br />M.E.S.
<br />E.O.P.
<br />ABll
<br />F.F.
<br />T.O.B.
<br />SHWT
<br />T.B.M.
<br />R/W
<br />
<br />M.H.
<br />---- 0--
<br />
<br />
<br />
<br />DETAIL AT NE CORNER
<br />SCALE ,- ::: 30'
<br />
<br />~
<br />'0
<br />
<br />SECTION ", TOWNSHIP 26S, RANGE 21E.
<br />PASCO COUNTY, FLORIDA
<br />
<br />SURVEYORS NOTES
<br />
<br />P.O.c.
<br />P.CP.
<br />P .JUI.
<br />P.OA
<br />P.O.L
<br />f.l.R.
<br />FJ.P.
<br />fC....
<br />F .11&I).
<br />SJ.R.
<br />
<br />
<br />r
<br />
<br />
<br />R.'"
<br />CO.=
<br />ca.=
<br />P.C.S.e.
<br />
<br />Point <I Commencement
<br />Permooeol Control Point
<br />Permooeol Reference IIonument
<br />Point <I lleginninf
<br />Point OIl tine
<br />found M Rod
<br />found M Pipe
<br />Found Concrela llonument
<br />Found Hal a 00lC
<br />Set lit' M Rod (lB 107)
<br />Set Hal a Disk (lB 107)
<br />~ Oncrip\ion or Record Plat
<br />r teld lIeone4
<br />Proportioned Section Ilreokdown
<br />ROOus
<br />Chord OOrtance
<br />Chord Beori"9
<br />Pll3CO Count, Section Comer
<br />
<br />Legend
<br />lO.a.
<br />lO.S.
<br />CONe.
<br />ASPIl
<br />~
<br />fR.
<br />SP.
<br />CPo
<br />CLF.
<br />VI.F.
<br />WO.F.
<br />M
<br />UP.
<br />f/P
<br />SEe.
<br />R/fA't
<br />t4.H.
<br />ZHCCl
<br />
<br />TO/I <I Bank
<br />Toe <I Slope
<br />Concrete
<br />Asphalt
<br />IIa30fwy
<br />frame
<br />Saeened Pon:h
<br />Carport
<br />ChoiIt link Fence
<br />Wire fence
<br />Wood fence
<br />0Yeme0d U\ilily line
<br />U\ililyPoIe
<br />El1ge rJ pa.ement
<br />Sectioa
<br />Ri<jIt-rJ- Vlay
<br />llonufactll'ed Home
<br />Zephyrtlis Colony Company l.onds
<br />Plat Book _ Page _
<br />CenttlIline
<br />
<br />TREE LEGEND
<br />
<br />mtOOt
<br />
<br />TYPE:
<br />
<br />!J}
<br />*
<br />o
<br />11
<br />
<br />OAK
<br />
<br />T AllD'.I
<br />
<br />MIJl...BERRY
<br />
<br />PINE
<br />
<br />TREES ARE I?EPRESfNTEl) fl"( THE: ~ Sl1IOO/.S.
<br />THE: rRUNK fMMCT[R IrCASURfI) AT BRfASr HEIGHT
<br />IS SHOWN IN INCHES NEXT TO THE: TRff mIBOI...
<br />
<br />UTlUTY LEGEND
<br />mt8OL. REPRESCNTS
<br />
<br />M.H. 0 AIANHOLE
<br />
<br />'J.V.0 WA7[R VAL\IE"
<br />
<br />'J.H,C WA7[R ItIfTfR OOX
<br />
<br />UP. 0 UTllTY POLE
<br />
<br />ACR. > GVY WIRE ANCHOR
<br />
<br />C.B. a CA8l.E BOX
<br />
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<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />
<br />LANDSCAPE LEGEND
<br />
<br />
<br />LOCA T/ON MAP
<br />
<br />=- - CREPE "YRTLE
<br />
<br />\i~"
<br />
<br />""~
<br />
<br />e - JUNIPER
<br />
<br />r.:::J - VIBURNUM
<br />
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<br />QUAD MAP
<br />
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<br />NO 10. ./'~NW CORNCR BLOCK 9 A
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<br />::;...--- 5' OAK (()[A[)) ~
<br />./ 24" CAUPfJ? !.M..n \b.()' '" Q.\'I.\..
<br />./'" TRUNK CHERRY '"
<br />-ALL JOINED AT (:j ~,~
<br />COMMON BASE 'l) ~ ~~
<br />
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<br />'"
<br />
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<br />TEMPORARY BENCH MARK
<br />SET NAIL IN U11UTY POLE
<br />ELEVATION=8J.89
<br />
<br />I /'"
<br />
<br />lY///
<br />
<br />
<br />I
<br />
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<br />
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<br />
<br />AERIAL MAP
<br />
<br />DEVELOPMENT MAP
<br />NOT TO SCALE
<br />
<br />~ TOTAL IMPERVIOUS:: 1.425 SF
<br />~ BUILDING AREA
<br />
<br />~. .- ." TOTAL IMPERVIOUS:: 3.573 SF
<br />~ VEHICUU\R AREA
<br />
<br />TOTAL IMPERVIOUS AREA = 4,998 SF
<br />
<br />(EXISTING)
<br />
<br />(EXISTING/PROPOSED)
<br />
<br />I
<br />
<br />I~
<br />~
<br />*
<br />
<br />"-
<br />~
<br />:y'
<br />({)
<br />
<br />,/
<br />
<br />
<br />SILT
<br />FENCE
<br />
<br />VIBURNUM HEDGE
<br />REQ'D AROUND NEW
<br />PAVING PERIMETER
<br />
<br />PROPOSED PA VING BLOW-UP
<br />NOT TO SCALE
<br />
<br />/
<br />
<br />'"
<br />
<br />POST (OPTIONS: 2 X 4 OR
<br />2.5.~ MIN. WOOD; STL
<br />1.33 Ibs/ft. MIN.)
<br />
<br />
<br />SILT flOW
<br />
<br />FILTER fABRIC (IN
<br />CONfORMANCE W/SECTlON
<br />985 F.D.O.T. SPEC.)
<br />
<br />OPTIONAL POST
<br />POSTlON (VERT.)
<br />
<br />
<br />PRINCIPLE POST
<br />POSITION (CANTED
<br />2Cf TOWARD flOW)
<br />
<br />6' MAX.
<br />
<br />
<br />SECTION
<br />
<br />l::;!~~'I~
<br />a::2~
<br />~N;r
<br />tX-~
<br />o o[
<br />_ 00
<br />...,
<br />
<br />FILTER fABRIC
<br />
<br />ELEVA llON
<br />
<br />TRENCH & BURY
<br />FENCE 8- INTO GRADE
<br />
<br />TYPE III SIL T FENCE
<br />NO SCALE
<br />
<br />EROSION AND
<br />SEDIMENT CONTROL
<br />
<br />(3) STAKED HAYBAlES OF FILTER FABRIC
<br />SILT FENCE SHAlL BE CONTRUCTED
<br />(PER DETAIL) AT SPECIFIED LOCATIONS
<br />PRIOR TO EXCAVATING OR GRADING:
<br />REMAINS UNTIL VEGETATION ESTABUSHES
<br />
<br />(4) PLACE HAYBAlES OR FILTER fABRIC
<br />AROUND mE PERIMETER OF ALL NEW AND
<br />EXISTING INLETS AND DRAINAGE STUCTURES:
<br />TO REMAIN UNTIL VEGETATION ESTABUSHES.
<br />
<br />( 1) RETENTION AREA SIDE SLOPES SHAlL
<br />BE SODDED. ALL OmER EXCAVATIONS
<br />OR GRADING WORK SHAlL BE GRASSED
<br />AS SOON AS POSSIBLE AFTER FINAL
<br />
<br />(2) ALL POSSIBLE EffORTS SHAlL BE MADE
<br />TO CONTROL EROSION AND SEDIMENT
<br />TRANSPORT BOTH ON AND OfFSlTE.
<br />
<br />SWFWMD NOTES
<br />(1) CAREfUL AOHERANCE TO DESIGN ELEVATIONS AND
<br />DIMENSIONS IS NECESSARY TO INSURE fiNAL
<br />PERMITTING l11ROUGH SOUl11WEST flORIDA WATER
<br />MANAGEMENT DISTRICT.
<br />(2) NO CONSTRUCTION TO COMMENCE: UNTIL SWfWMD
<br />AUTl-lORIZATION TO CONSTRUCT HAS BEEN ISSUED.
<br />(COPY TO BE KEPT ON JOBSITE AT ALL TIMES.)
<br />(3) fAILURE TO COMPLY Willi (2) ABOVE IS IN
<br />VIOLATION OF CHAPTER 373 flORIDA STATUTES &
<br />CHAPTER 400-4.041 AND MAY RESULT IN A
<br />COURT INJUNCTION BEING ISSUED AS WELL AS
<br />FlNES IN EXCESS Of $5.000.00.
<br />
<br />PRIOR TO EXCAVATING WlmlN mE PROPERlY
<br />OR ADJACENT R.O.W.. CALL SUNSHINE UNDER-
<br />GROUND fACIUTlES LOCATING SERVICE AT
<br />COlOR CODE 1-800-432-4770.
<br />RED I UNDERGROUND ELECTRIC
<br />YELLOW I GAS - OIL - STEAM
<br />ORANGE I COMMUNICATION CATV
<br />BLUE I WATER
<br />GREEN I SEWER
<br />PIN K I TEMPORARY SURVEY MARKINGS
<br />WHITE I PROPOSED EXCAVATION
<br />
<br />
<br />GUYAND
<br />STAKING DETAIL
<br />NOT TO SCALE
<br />
<br />SUPPORT ROPES
<br />OR WIRES
<br />~GROUND STAKES
<br />
<br />1~=rm~~J
<br />'~~
<br />~lt=::Ilt=W- .~
<br />
<br />-
<br />.~I~W
<br />" i!l!Tb, = 1I=l11=k 1131
<br />'=11li'i
<br />
<br />IRRIGA T/ON NOTES
<br />
<br />1) mls IS A DRIP IRRIGATION SYSTEM.
<br />2) SLEEVE ALL DRIP UNES UNER DRIVES.
<br />WALKS. ETC.
<br />3) AN AUTO RAIN SHUT -Off DEVICES SHAlL
<br />BE INSTALLED.
<br />4) RUN 1- SCH 4{) SUPPLY UNE TO DRIP
<br />ZONE STAAT.
<br />5) RUN VALVE CONTROL WIRES FROM TIMffi
<br />TO VALVES IN 1- P-IC CONDUIT.
<br />6) PROVIDE VALVE BOXES ON ALL UNDER-
<br />GROUND VALVES.
<br />
<br />
<br />AUTO
<br />VALVES
<br />1"~ TO ZONE 1
<br />
<br />1"~ TO ZONE 2
<br />
<br />SURFACE WA TER MANAGEMENT PLAN NOTE
<br />(1) CAREfUL ADHERANCE TO DESIGN ELEVATIONS & DIMENSIONS IS NECESSARY TO
<br />INSURE FINAL PERMITTING THROUGH THE soumWEST FLORIDA WATER MANAGEMENT DISTRICT.
<br />(2) NO CONSTRUCTION TO COMMENCE UNTIL SWFWMD AUTHORIZATION TO CONSTRUCT
<br />HAS BEEN ISSUSED. (COPY TO BE KEPT ON JOBSlTE AT AlL TIMES.)
<br />(3) fAILURE TO COMPLY WITH (2) ABOVE IS IN VIOLATION OF CHAPTER 373
<br />flORIDA STATUTES AND CHAPTER 400-4.041 FAC. AND MAY RESULT IN A COURT INJUCllON
<br />BEING ISSUED AS WELL AS FINES IN EXCESS OF $5.000.00 .
<br />
<br />DISCHARGE CONTROL & EROSION PROTECTION MEASURES SHAlL BE EMPLOYED
<br />AND OPERATED AT ALL TIMES DURING CONSTRUCTION TO AVOID ADVERSE IMPACTS
<br />TO RECIEVlNG WATERS OR ADJACENT PROPERlY. DETENTION/RETENTION STORAGE
<br />STRUCTURES, SEDIMENT BARRIERS. flOW CONVEYANCES, REVERTMENT, DISCHARGE
<br />CONTROl STRUCTURES & omER STORMWATER MANAGEMENT STRUCTURES SHOULD
<br />BE BUILT & CONTINUOUSLY MAINTAINED DURING mE PROJECTS CONTRUCTlON IN
<br />A MANNER SUCH THAT, TO mE EXTENT POSSiBlE, mE STRUCTURES ARE INCORPORATED
<br />INTO & BECOME PART OF THE PERMANENT SURfACE WATER MANAGEMENT SYSTEM.
<br />
<br />mE OWNER/PERMIITEE SHAlL ENSURE THAT mE SURfACE WATER & STORMATER
<br />MANAGEMENT MEASURES PROPOSED INmE PlAN ARE EffECTIVELY IMPEMENTED UNTIL
<br />THE COMPLETION OF mE PROJECT OR UNTIL THE PERMANENT SURfACE WATER
<br />MANAGEMENT SYSTEM IS OPERATIONAL
<br />
<br />mE PERMlTEE SHAlL AMEND mE CONSTRUCTION SURACE WATER MANAGEMENT
<br />PlAN WHENEVER THE PROJECT IS ALTERED OR MODifiED iN A MANNER THAT
<br />WILL RESULT IN (l)mE POTENTlAL DISCHARGE OF POLLUTANTS (2)A CHANGE
<br />IN mE AMOUNT OF DISCHARGE (3)A CHANGE IN mE NUMBER OF LOCATIONS OF
<br />STORMWATER DISCHARGE POINTS OR (4)ADVERSE IMPACTS TO WETlANDS, & SUCH
<br />CI-W-lGES HAVE NOT BlEN omERWlSE ADDRESSED IN TIiE APPROVED PlAN.
<br />mE PERMIITEE SHAlL ALSO AMEND mE PlAN IF ITS IMPLEMATlON oaES NOT
<br />ELIMINATE OR MiNIMIZE EROSION & SEDIMENT DISPOSITION, Off-SITE flOODING,
<br />ADVERSE IMPACTS TO WETlANDS, OR VIOLATIONS OF STATE WATER QUAUlY
<br />STANDARDS. AMENDMENTS TO mE PlAN SHAlL BE PREPARED & KEPT AS
<br />SEPARATE DOCUMENTS ALONG Wlm mE ORIGiNAl PlAN. ALL ALTERATIONS TO mE
<br />SYSTEM MUST BE SHOWN ON mE AMENDED PlAN AlONG WIlli DOCUMENTATION OF
<br />mE REQUIRED APPROVALS.
<br />
<br />mE PERMITTEE SHALL KEEP COPIES Of mE CONST SURfACE WATER MGMT
<br />PLAN & AN'( AMENDMENTS mERETO, TOGETI-lER WITH PERMlITED CONSTRUCTION
<br />DRAWINGO AT mE CONSTRUCTION SITE fOR USE BY CONSTRUCTION PERSONNEL
<br />& SHAlL MAKE mE PlAN & CONST DWGS AVAIlABLE UPON REQUEST TO mE
<br />DISTRICT STAfF WHO VISIT THE PROJECT DURING CONSTRUCTION.
<br />
<br />EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION ONLY.
<br />
<br />AUmORtZED AGENT.
<br />
<br />DATE
<br />
<br />CONSTRUCTION NOTES
<br />
<br />READ AND UNDERSTAND ALL NOTES PRIOR TO CONSTRUCTION. IF YOU HAVE
<br />AN'( QUESTIONS. CONTACT mE DESIGN ENGINEER.
<br />
<br />1) ALL CONSTRUCTION SHALL CONfORM TO mE STANDARD, STATE, AND
<br />LOCAl COUNlY BUILDING CODES LATEST EDITIONS.
<br />
<br />2) CONTRACTOR IS TO VERIFY ALL LOCATIONS, ElEVATIONS, AND DIMENSIONS
<br />IN mE FIElD AND REPORT AN'( DISCREPANCIES TO mE ENGINEER PRIOR TO
<br />mE START OF CONSTRUCTION.
<br />
<br />3) AlL RETENTION AREA AND SWALE SIDE-SLOPES SHAlL BE SODDED AFTER
<br />FINAL GRADING.
<br />
<br />4) ALL SITE CONSTRUCTION SHALL CONFORM TO CHAPTER 553, PART V, flORIDA
<br />STATUTES "ACCESSIBIUlY BY HANDICAPPED PERSONS- AND mE ACCESSIBIUlY
<br />REQUIREMENTS MANUAl LATEST EDITION.
<br />
<br />5) IT IS mE RESPONSIBIUlY OF mE CONTRACTOR OR OWNER TO NOTIFY ALL
<br />REVIEW AGENCIES ~ HOURS PRIOR TO mE START OF CONSTRUCTION.
<br />
<br />6) AN'( DEVIATIONS FROM mE APPROVED CONSTRUCTION PLANS WILL HAVE TO
<br />BE APPROVED BY mE DESIGN ENGINEER AND ALL APPROPRIATE REVIEW AGENCIES.
<br />
<br />7) AN'( DE-WATERING THAT MAY BE REQUIRED fOR CONSTRUCTION PURPOSES
<br />SHAlL CONfORM TO LOCAl AND STATE REGUlATIONS.
<br />
<br />8) ALL CONSTRUCTION WHICH IS REQ'D TO OBTAJN AN "NPDES. STORMWATER PERMIT
<br />SHAlL BE REQ'D AS A MINIMUM TO FOLLOW COUNlY ORDINANCE.
<br />
<br />9) AlL CONSTRUCTION SHAlL CONFORM TO CURRENT FOOT SPEC'S FOR MATERIAL
<br />AND WORKMANSHIP AS MOD. PER 7-3.1.
<br />
<br />ENGINEERING FIRM
<br />
<br />OWNER
<br />
<br />STITZEL ENGINEERING
<br />ART STITZEL P.E.. 150608
<br />JOHN MACGREGOR, P.E. 133698
<br />317 W. HIGHLAND DR. #101
<br />lAKELAND. flORIDA 33813
<br />(863) 607-44-55
<br />
<br />JMI PROPERTIES
<br />JOHN McKEAGUE
<br />3818 GUNN HWY SUITE 200
<br />TAMPA, Fl 33624
<br />(813) 956-5016
<br />
<br />SITE DATA
<br />
<br />SITE INFORM A TION
<br />
<br />TOTAL SITE PROJECT AREA :: 29.716 SF
<br />EXISTING PAVING :: 28 SF
<br />EXISTING BUILDING :: 1,425 SF
<br />EXISTING PERVIOUS f$.EA :: 28.263 SF
<br />
<br />WETlAND AREAS:: 0
<br />WETlAND BUFFER AREA:: 0
<br />
<br />PARCEL ID 11-26-21-0010-01000-0100
<br />
<br />EXIST. ELEVATIONS BASED ON A
<br />SURVEY PERfORMED BY:
<br />DAVID G. ARMSTRONG
<br />PROfESSIONAL lAND SURVEYOR
<br />7251 16m STREET
<br />ZEPHYRHILLS. Fl 33540
<br />PHONE (813)782-0245
<br />DATED NOV. 6, 2006
<br />
<br />REMOVED VEHlCUU\R PAVING:: 0
<br />REMOVED BUiLDiNG AREA:: 0
<br />
<br />PROPOSED NEW BUILDING AREA :: 0 SF
<br />PROPOSED NEW PAVING :: 3,545 SF
<br />
<br />NEW IMPACTED WETlAND AREA:: 0
<br />
<br />DRAINAGE AREA :: 29.716 SF
<br />CURRENT ZONING :: C-2 (COMMERCIAL)
<br />
<br />SITE LOCATED IN flOOD "ZONE AE- AS PER
<br />fEMA wpl 120235000SC
<br />DATED 12/17/1991.
<br />
<br />TOTAL LAND AREA:: 29,71 6 SF
<br />TOTAL PROPOSED IMPERVIOUS :: 4,998 SF
<br />TOTAL PROPOSED PERVIOUS:: 24,718 SF
<br />TOTAl PROPOSED POND:: 0 SF
<br />
<br />LEGAL DESCRIPTION
<br />
<br />BLOCK 10, CllY OF ZEPHYRHILLS, AS PER PLAT mEREOF RECORDED IN PLAT BOOK " PAGE 54,
<br />PUBUC RECORDS OF PASCO COUNlY, flORIDA
<br />
<br />PARKING
<br />
<br />}1-
<br />
<br />~ STRIP~~ ON
<br />
<br />SIDES TO BE
<br />3- WIDE
<br />
<br />
<br />PARKING PROVIDED
<br />
<br />(1) 12' x 20' H.C. SPACES (PAVED)
<br />(5) 9' x 20' REG SPACES (PAVED)
<br />
<br />6 SPACES PROVIDED TOTAl
<br />
<br />0. -
<br />ro
<br />v
<br />
<br />E
<br />2
<br />"
<br />
<br />20'
<br />
<br />!
<br />
<br />PAINT PER SECTION 710
<br />OF F.D.O.T. STANDARDS
<br />AND SPECIFICATIONS.
<br />
<br />TYPICAL PARKING STRIPING
<br />NOT TO SCALE
<br />
<br />
<br />1-1/4- OF TYPE $-1 (MODIFIED) ASPHAlT
<br />
<br />! 6- OF UMEROCK BASE (LBR 100)
<br />\ \~3 \ 13 \ 13 \ 1311311T 11311311~311311311~ ~ 8- COMPACTED SUBGRADE
<br />
<br />ASPHALTPAWNGSECnON
<br />NOT TO SCALE
<br />
<br />1/2- EXPANSION
<br />MATERIAL
<br />
<br />MIN. 3000 PSt CONCRETE
<br />SAW CUT EXPANTION JOINTS
<br />AND SEAl AFTER INTlAL SET.
<br />USE AN ASTM C309 SEALANT
<br />144 S.F. MAX. EXPANTlON ARfA
<br />12'x12" SAW CUTS
<br />REINFORCE wlm 6.x6- NO. 10
<br />W.W.M. OR FlBERMESH FIBERS.
<br />
<br />NON-SUP FINISH
<br />
<br />
<br />
<br />COMPACTED SUBGRADE FREE
<br />OF VEGETATION.
<br />BUILDING OR INLETS
<br />
<br />MIN. 95% MPD ACCORDING TO MSHTO 1180 MEmOD B OR D.
<br />
<br />EXCAVATION. PAVING, AND GRADING WORK SHAlL BE IN
<br />CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS
<br />FOR ROAD AND BRIDGE CONSTRUCTION.
<br />
<br />CONCRETEPAWNGSECnON
<br />NO SCALE
<br />
<br />NO.
<br />
<br />R' I
<br />REVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />PLAN SCAlE
<br />1" = 30'
<br />(OR AS SHOWN)
<br />
<br />PROPOSED SITE PLAN/LANDSCAPE/GRADING
<br />SURFACE WATER MANAGEMENT PLAN
<br />
<br />JMI PROPERTIES
<br />5840 1 ST STREET
<br />ZEPHYRHILLS, FL 33542
<br />
<br />(Jf11t~
<br />ART L snTZ~ P.E.
<br />#50658 QB8683
<br />FEB 1 2 2007
<br />
<br />SllTZEL Engineering
<br />& Construction, Inc.
<br />Phone (863)607-44.55
<br />
<br />317 W. Highland Dr. #101
<br />Lake/and, Florido 33813
<br />Fax (863)607-+550
<br />
<br />DATE:
<br />
<br />FILE: JMI PROPERTIES 12-7-06
<br />
<br />lliE 0E$lGNS SHOYm HERE AAf". PROf'R1ETAR'f 1Nf0RlWl0H. THl$ tlfOOloWlOH SWU NOT
<br />BE COI'lEl>. SOlO. OR 0lSTRI8UTEl) WlTHOIJT lliE PllIOR WRITTEM PERIIISSlON or STITZEl.
<br />ENGlNEERlHG '" 00NSTRUC110H. INC. "COf'YRlGHT (STlTZEl ENGlNEERJNG '" 00NSTRUC110H)
<br />
<br />DRAWN AC
<br />CHECKED AS
<br />
<br />2 OF
<br />
<br />2
<br />
<br />DATE
<br />
<br />11/28/06
<br />
<br />SHEET
<br />
|