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ml <br />L: <br />0' 20' 40' <br />SCALE: 1" = 20' <br />PARKING <br />AREA <br />lNGRESS-EGRESS EASEMENT <br />TRACT <br />r <br />5. 00' INGRESS- EGRESS EASEMENT; <br />LOT 14 <br />U <br />TRACT r OF <br />LOT 14 <br />PARKING <br />AREA <br />INGRESS -EGRESS <br />SITE LEGEND <br />(`'v HANDICAP PARKING <br />�•••�•••� SITE BOUNDARY LINE <br />CENTER LINE OF ROAD <br />PROPOSED CURB <br />EXISTING EDGE OF PAVEMENT <br />PROPOSED CONCRETE PAVEMENT <br />. (HEAVY DUTY) <br />PROPOSED ASPHALT PAVEMENT <br />TYP TYPICAL <br />HC HANDICAP <br />0 11 PARKING SPACES <br />S/W SIDEWALK 0 <br />R5' 5' RADIUS <br />LF LINEAR FEET <br />SF SQUARE FEET <br />(cKD CURB RAMP TYPE PER FDOT <br />STANDARD PLANS INDEX 522-002 <br />0_0 PROPOSED LIGHT POLE <br />SIGN LEGEND <br />KEY SIGN I.D. DESCRIPTION SIZE QTY. <br />1 STOP R1-1 STOP 30" x 30" 3 <br />3 ADA ADA ACCESSIBLE 12" x 18" <br />PARKING (SEE DETAIL) 12" x 6" 2 <br />ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES AND FDOT STANDARD PLANS <br />INDEX 700-102 "SPECIAL SIGN DETAILS". <br />STRIPING NOTES: <br />1. ALL PRIVATE PARKING LOT STRIPING ON ASPHALT SHALL BE 4" WIDE WHITE, <br />UNLESS OTHERWISE SPECIFIED IN THESE PLANS. <br />2. SEE DETAIL SHEETS FOR HANDICAP PARKING STRIPING. <br />3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF <br />UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. FOR ROADWAYS, FDOT <br />STANDARD PLANS INDEX 711-001 "PAVEMENT MARKINGS" SHALL ALSO APPLY. <br />4. PAINT STRIPING IN ALL PARKING LOT AND ASPHALT PAVEMENT AREAS SHALL BE <br />CONSTRUCTED WITH A PAINT PRODUCT THAT PROVIDES A HIGH SLIP -RESISTANT <br />FINISH AND PREVENTS INDIVIDUALS FROM SLIPPING WHEN STEPPING ON THE <br />STRIPING IN BOTH WET AND DRY PAVEMENT CONDITIONS. <br />PROPOSED CONSTRUCTION NOTES: <br />1. ALL CURB RADII TO BE 4 FEET AT FACE OF CURB, UNLESS OTHERWISE NOTED. <br />2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE MEASURED TO THE FACE OF <br />CURB, UNLESS OTHERWISE NOTED. <br />3. CONCRETE SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT <br />STANDARD PLANS INDEX 522-002 OR A.D.A. STANDARDS, WHICHEVER IS MORE <br />RESTRICTIVE. <br />4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT <br />STANDARD PLANS INDEX 400-011 (GRAVITY WALL) OR AN ALTERNATIVE DESIGN <br />BY A LICENSED STRUCTURAL ENGINEER. <br />BUILDING REFERENCE: <br />BUILDING OUTLINE BASED UPON PLANS PROVIDED BY <br />STINARD ARCHITECTURE INC, WITH AN ISSUE DATE <br />OF 10-22-18. <br />z <br />0 <br />�a <br />U <br />w <br />ol <br />wl <br />Q <br />Ir�I�I�I�I^I�I�I�IM NI� z <br />■ Q�w>e-+'n—ozcn <br />Ln <br />a�maa2 -, W o cV <br />Q�wW�om L� O O <br />O� <br />�M z p o <br />w 00 <br />p QC7LLa� Q CL Q� N <br />z=�aa¢0 U N iu Lf) <br />8 ° a o <br />a a a <br />°�yPN T .... FA<<��i <br />NO.91887 <br />'O STATE OF <br />Az <br />0 • 07/25/2022 '• 4U <br />a <br />0 <br />N <br />L1J <br />� < <br />c o <br />J Ln <br />o ai <br />uiko <br />� o <br />V �^emu_ <br />^� U <br />W mc n n d <br />Q U N <br />n M <br />o� � o O X <br />M Q V, = Q <br />N d M d LL Q <br />C7C7UZC7N <br />Z Z OU uZLZu <br />¢QO z w <br />cw <br />a �o� <br />z o Ln <br />Z W ¢ z <br />J <br />OU <br />0 v <br />V <br />IL <br />W <br />N <br />LL <br />(n <br />o Q Z <br />a <br />O J <br />0 .1 O <br />u vi <br />H <br />� = O <br />am <br />a. <br />_ � U <br />W W H <br />N N Z <br />LL <br />0 N <br />O <br />O = <br />N <br />z <br />w <br />w <br />s <br />Ito <br />c OQM <br />r _ _. .`�.�...xr.. << ... _s_._. __... __,"lP%_ai .,..._: '.L�..}_,L�$, ._._..�� -_ _ t...._..-.:.._�. ._ _,. __c.,�_r�. "�`.-�t?".�,,_.r_.!,`r3. �►Y$�`_ _ __ _i_, _._.n iF �ifY ��k7Y,'.i9`1�.•}%�k®LC, Y ,.E..��.... _..fi,_ .. .._.. t.r � -._... __. _:- a�.vo+s,vHhFt., <br />S <br />E <br />E <br />T <br />N <br />0 <br />