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<br />EXISTING ~ALMART
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<br />SITE KEYNOTES
<br />
<br />@EXISTING PARKING AREA TO REMAIN
<br />
<br />@EXISTING FENCED DISPLAY AREA TO BE
<br />REMOVED, G.C. S~ALL PATC~ EXISTING
<br />ASP~AL T AS REQUIRED TO MATC~ EXISTING.
<br />G.C. S!-lALL ALSO RE-STRIPE TI--lE VICINITY
<br />AS REQUIRED TO MATC~ MARKINGS AT
<br />EXISTING ADJACENT STAL.L.S.
<br />@EXISTING CONCRETE CURB TO REMAIN
<br />
<br />@L1NE Of CANOPY OR ROOF ABOVE.
<br />
<br />@EX1STING LIGHT POL.E TO REMAIN. REfER TO
<br />ELECTRICAL DRAHINGS fOR REQUIREMENTS.
<br />
<br />@EXISTING ASPI--lAL T PAVEMENT TO REMAIN
<br />
<br />@EXISTING L.ANDSCAPE AREA TO REMAIN
<br />
<br />@EXISTING RAMP TO GRADE TO REMAIN.
<br />
<br />@EXISTING \-lANDICAPPED PARKING TO REMAIN.
<br />
<br />@NOT USED
<br />
<br />@EXISTING TRUCKHEL.L. TO BE REMOVED.
<br />REFER TO S~EET AU FOR NEH RECEIVING
<br />PLATFORM CONSTRUCTION.
<br />
<br />@ AREA OF EXISTING EXTERIOR CONCRETE TO
<br />. REMAIN
<br />@ PROVIDE NE~ CI--lAIN LINK FENCING. SEE
<br />SPECIFICATIONS TI--lIS SI--lEET.
<br />@PROVIDE 10'-01 ROLLING GATE
<br />
<br />@PROVIDE 1~1-01 v-JIDE ROLL.ING GATE
<br />
<br />@PROVIDE NE~ ~ANDICAP RAMP AT NEl^l
<br />ENTRY. SEE DETAILS ON S~EET AS-2
<br />
<br />@
<br />
<br />@SEE PLAN ON S~EET AI.l FOR RECEIVING
<br />PLATfORM AND RAMP REQUIREMENTS.
<br />
<br />@EXISTING CI--lAIN L.INK FENCING TO REMAIN.
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<br />US 301
<br />
<br />,,1-
<br />
<br />1:1.) DISPLAY
<br /><140 SQ, FT.
<br />
<br />CHAIN=-l~NK
<br />SPECIFICA liONS
<br />
<br />1. FABRIC: 7211 q GA. GALVANIZED (2" MESl-l)
<br />CI--lAIN L.INK FABRIC.
<br />
<br />2. TOP RAiL.: I 5/8" O.D. FULL WEIG~T PIPE,
<br />2.27 L.BS. PER FOOT (MIN.), TOP RAIL TO
<br />BE JOINED v.lIT~ I 5/811 SLEEVE.
<br />
<br />BOTTOM RAIL: SAME AS TOP RAIL
<br />MOUNTED \8" ABOVE GRADE
<br />
<br />3. L.INE POST: 2 1/2" O.D. FULL WEIG~T PIPEj
<br />3.~S L.6S. PER FOOT (MIN.) LINE POST TO
<br />BE 5ET 101 O.C. MAX. SPACING. CONC.
<br />FOOTING TO BE 8114> X 3011 DEEP CONC.
<br />fOOTING,
<br />
<br />4. TERMINAL POST: 311 O.D. FULL WEIGI--lT PIPE,
<br />S.7'4 L.BS. PER FOOT (MIN.) SET IN 81lrj) X
<br />3~" DEEP CONC. FOOTING.
<br />
<br />S. GATE POST: 411 O.D. fULL v-JEIGI--lT PIPE, '4.10
<br />L.BS PER FOOT (MIN.). SET IN 8~<P X 3~"
<br />DEEP CONC. FOOTING.
<br />
<br />~. GATES: (SEE PLANS FOR SIZES, TYPES
<br />AND QUANTITIES OF GATES). FRAMEWORK
<br />OF f s/e" FUL.L v.lEIG~T PIPE, 2.27 loBS. PER
<br />fOOT (MIN.). GATES BRACED AND TRUSSED
<br />AS NECESSARY. SAME FABRIC AS FENCE.
<br />SEE PLAN FOR W1DT~.
<br />
<br />GA. SLIDING GATES: DESIGN AS PER TI--lE
<br />MANUFACTURERS DESIGN STANDARDS.
<br />GATES SHALL. BE MANUALLY OPERATED
<br />ROLLING.
<br />
<br />7. iENelON HIRE: 1 GA. COIL. SPRING
<br />GALVANIZED TENSION HIRE ATTACl-1ED TO
<br />BOTTOM OF FENCE fABRIC WI Ci GA. ALUM.
<br />!-lOG RING SPACED 2411 O,C.
<br />
<br />8. FITTINGS: l-lEAVY BRACED BAND AND
<br />CARRIAGE 8OL. T, PRESSED STEEL
<br />. RAIL-ENDj PREseED STEEL LOOP CAPj
<br />PRESSED STEEL CAP, 1/411 X 3/411 TENSION
<br />BARj I--lEAVY TENSION BAND AND CARRIAGE
<br />BOLT.
<br />
<br />el TI!; ~IRE: 8 1/411 12 GA. STEEL TIE ~IRE
<br />AND (, 1/211 12 GA. 5TEEL HIRE SPACED 1511
<br />O.C. FOR LINE POST AND 2411 O.C. FOR
<br />RAILS.
<br />
<br />to. POST FOOTING: TRUCK POURED CONCRETE.
<br />
<br />11. PROVIDE:) STRANDS OF' IS.S GA., 4 POINT
<br />BARBeo HIRE v-J/ OUTRIGGERS AT TOP OF
<br />FENCE.
<br />
<br />
<br />.._~~. ,',
<br />Faber Widdows. Hiatt
<br />
<br />/I~
<br />
<br />Lie.1I AA 0003300
<br />
<br />3336 Grand Blvd. Suite 102
<br />Holiday, Florida 34690
<br />Ph. 727.815.3336
<br />Fax 727. 815. 3337
<br />Email FWHOtampabay.rr.com
<br />
<br />
<br />TO THE GES T OF mE KNOIVlEDGE
<br />OF THE ARCHITECTS AND
<br />ENGINEERS, SAID PLANS AND
<br />SPECiFICA TIONS COMPLY \'I1TH THE
<br />APPliCABLE MiNIMUM BUiLDING
<br />CODES AND THE APPLICABLE
<br />MiN\VU~~ FiRE SAFETY STANDARDS
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<br />
<br />
<br />08,05.02
<br />date
<br />
<br />0214
<br />
<br />comm. no.
<br />
<br />SITE PLAN, NOTES
<br />DETAILS
<br />
<br />AS=l
<br />
<br />
|