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�J <br />N <br />L <br />0 <br />c <br />rn <br />i <br />C <br />�A0 <br />n <br />2 <br />1 <br />0 <br />co <br />co <br />U <br />a: <br />a� <br />Li•i c <br />I � <br />o� <br />N I <br />0600 <br />N 00 <br />�U <br />N <br />u <br />as <br />N Li: <br />0 <br />30 FT [10 M] <br />it 10FT[3M] <br />30 FT [10 M] <br />0 <br />1 <br />TOUCHDOWN/POSITION CIRCLE - <br />TLOF 12-INCH CONTINUOUS <br />INNER DIAMETER = Y2 D OF WHITE LINE <br />DESIGN HELICOPTER <br />18 IN r46 CM] WIDE <br />YF:1 t O,W STRIPE NOT USED <br />Notes: <br />1. Standard TLOF perimeter stripe of 12 in [30 cm]. See figure 4-25 for "H", touchdown <br />position, overall length and weight limitation box dimensions. <br />2. The standard hospital identification is a red H within a white cross. <br />3. An option may be a red 1-j within a white cross surrounded by a 12 in [30 cm] wide red <br />border (not illustrated). <br />4. The area outside of the cross may be colored red. <br />B1 STANDARD HOSPITAL HELIPORT SYMBOLS: HOSPITAL <br />SCALE: NOT TO SCALE <br />PROVIDE LANDSCAPE SOIL, FDOT 987 SOIL <br />LAYER MATERIALS AS NEEDED TO INFILL THE <br />SIDEWALK AND CURB REMOVAL. INSTALL <br />SOD PER FDOT-570 PERFORMANCE TURF - <br />+ <br />MARKING MATERIALS <br />PAINT' <br />GLASS BEADSZ <br />APPLICATION RATE <br />FED STD. <br />APPLICATION RATE <br />TYPE <br />COLOR <br />595 <br />TYPE <br />MAXIMUM <br />MINIMUM <br />NUMBER <br />III <br />WHITE <br />37925 <br />90 FTz/GAL <br />IA <br />7 LB/GAL <br />III <br />RED <br />31136 <br />90 FTZ/GAL <br />IA <br />7 LB/GAL <br />III <br />BLACK <br />37038 <br />90 FTZ/GAL <br />N/A <br />N/A <br />1. PAINT. PAINT SHALL BE WATERBORNE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS <br />PARAGRAPH. PAINT COLORS SHALL COMPLY WITH FEDERAL STANDARD NO.595. PAINT SHALL <br />MEET THE REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-1952F, TYPE II. THE <br />NON-VOLATILE PORTION OF THE VEHICLE FOR ALL PAINT TYPES SHALL BE COMPOSED OF A <br />100% ACRYLIC POLYMER AS DETERMINED BY INFRARED SPECTRAL ANALYSIS. <br />2. REFLECTIVE MEDIA. GLASS BEADS FOR WHITE AND RED PAINT SHALL MEET THE <br />REQUIREMENTS FOR FEDERAL SPECIFICATION TT-B-1325D TYPE 1, GRADATION A. GLASS <br />BEADS SHALL BE TREATED WITH ALL COMPATIBLE COUPLING AGENTS RECOMMENDED BY <br />THE MANUFACTURERS OF THE PAINT AND REFLECTIVE MEDIA TO ENSURE ADHESION AND <br />EMBEDMENT. GLASS BEADS SHALL NOT BE USED IN BLACK AND GREEN PAINT. <br />CONSTRUCTION METHODS <br />WEATHER LIMITATIONS. PAINTING SHALL ONLY BE PERFORMED WHEN THE SURFACE IS DRY, AND <br />THE AMBIENT TEMPERATURE AND THE PAVEMENT SURFACE TEMPERATURE MEET THE <br />MANUFACTURER'S RECOMMENDATIONS. PAINTING OPERATIONS SHALL BE DISCONTINUED WHEN <br />THE AMBIENT OR SURFACE TEMPERATURES DOES NOT MEET THE MANUFACTURER'S <br />RECOMMENDATIONS. MARKINGS SHALL NOT BE APPLIED WHEN THE WIND SPEED EXCEEDS 10 MPH <br />UNLESS WINDSCREENS ARE USED TO SHROUD THE MATERIAL GUNS. MARKINGS SHALL NOT BE <br />APPLIED WHEN WEATHER CONDITIONS ARE FORECASTS TO NOT BE WITHIN THE MANUFACTURERS' <br />RECOMMENDATIONS FOR APPLICATION AND DRY TIME. <br />EQUIPMENT. EQUIPMENT SHALL INCLUDE THE APPARATUS NECESSARY TO PROPERLY CLEAN THE <br />EXISTING SURFACE, A MECHANICAL MARKING MACHINE, A BEAD DISPENSING MACHINE, AND SUCH <br />AUXILIARY HAND -PAINTING EQUIPMENT AS MAY BE NECESSARY TO SATISFACTORILY COMPLETE <br />THE JOB. THE MECHANICAL MARKER SHALL BE AN ATOMIZING SPRAY -TYPE OR AIRLESS TYPE <br />MARKING MACHINE WITH AUTOMATIC GLASS BEAD DISPENSERS SUITABLE FOR APPLICATION OF <br />TRAFFIC PAINT. IT SHALL PRODUCE AN EVEN AND UNIFORM FILM THICKNESS AND APPEARANCE OF <br />BOTH PAINT AND GLASS BEADS AT THE REQUIRED COVERAGE AND SHALL APPLY MARKINGS OF <br />UNIFORM CROSS -SECTIONS AND CLEAR-CUT EDGES WITHOUT RUNNING OR SPATTERING AND <br />WITHOUT OVER SPRAY. THE MARKING EQUIPMENT FOR BOTH PAINT AND BEADS SHALL BE <br />CALIBRATED DAILY. <br />REMOVAL OF EXISTING MARKINGS <br />IMMEDIATELY BEFORE APPLICATION OF THE PAINT, THE SURFACE SHALL BE DRY AND FREE FROM <br />DIRT, GREASE, OIL, LAITANCE, OR OTHER CONTAMINATES THAT WOULD REDUCE THE BOND <br />BETWEEN THE PAINT AND THE PAVEMENT. USE OF ANY CHEMICALS OR IMPACT ABRASIVES DURING <br />SURFACE PREPARATION SHALL BE APPROVED IN ADVANCE BY THE RPR. AFTER THE CLEANING <br />OPERATIONS, SWEEPING, BLOWING, OR RINSING WITH PRESSURIZED WATER SHALL BE <br />PERFORMED TO ENSURE THE SURFACE IS CLEAN AND FREE OF GRIT OR OTHER DEBRIS LEFT FROM <br />THE CLEANING PROCESS. <br />PREPARATION OF PAVEMENT TO REMOVE EXISTING MARKINGS. EXISTING PAVEMENT MARKINGS <br />SHALL BE REMOVED BY ROTARY GRINDING, OR WATER BLASTING MINIMIZING DAMAGE TO THE <br />PAVEMENT SURFACE. THE MARKINGS SHALL BE REMOVED TO THE SATISFACTORY OF THE OWNER. <br />B2 I MARKING NOTES <br />SCALE: NOT TO SCALE <br />1 1 2 MAXI EX161 ING RAMP 10 REMAIN <br />+ + # �\ <br />+ +- Ilk <br />r <br />1 <br />S <br />REMOVE EXISTING LIGHT FIXTURE AND 4 X4 <br />POST (TYP.), SEE DETAIL A3 THIS SHEET <br />REPLACE LINE POST WITH <br />TFRMINAI POST <br />- ». <br />�.... <br />PROVIDE S TRANSITION a ` <br />TO TOP OF CURB>t - <br />Al SECTION VIEW OF OPTION 1: CIVIL GRADING <br />1.25 IN <br />[3.1 CM] - <br />1 <br />1 <br />3.60 IN <br />[9.1 CM] <br />VERTICAL <br />STROKE <br />6.001 <br />[15.0 I <br />- 4.80 IN [12.1 CM] HORIZONTAL <br />- 1.80 IN [4.5 CM] STROKE 2.40 IN 2.40 IN <br />[6.0 CM] 16.0 CM] <br />4 2 PL <br />12 <br />7.20 IN <br />[18.2 CM] 3 <br />1 4.80 IN <br />[12.1 CM] <br />- 12.00 IN [30.0 CM] 6.00 IN <br />4.80 IN [12.1 CM] [15.0 CM] 6.00 IN [15.0 CM] <br />A -14 6.60 IN -I--1 <br />[16.7 CM]5 <br />-- - <br />2.19 IN <br />6 <br />[5.6 CM] <br />11.401N <br />[4.5 CM] <br />7 7.8 IN <br />[19.8 CM] <br />1.20 IN [3.0 CM] <br />1.34IN -- <br />[3.4 CM] 7.33 IN <br />1 [18.6 CM] <br />2.40 IN <br />[6.09 CM] 9 <br />2.40 IN <br />[6.09 CM] <br />-1 6.00 IN 12.00IN <br />[15.0 CM] [30.0 CM] <br />All characters have the following characteristics (Unless otherwise specified): <br />18.00 in [45.7cm] high Vertical stroke of 2.50 in [6.3 cm] <br />9.00 in [22.8 cm] wide Horizontal stroke of 3.00 in [7.6 cm] <br />B3 18 INCH NUMBERS FOR MARKING SIZE AND WT LIMITATION <br />SCALE: NOT TO SCALE <br />SEE DETAIL A <br />6-8" [1.8 M] J <br />1'-0" [30 CM] <br />- TOUCHDOWN/POSITION CIRCLE <br />INNER DIAMETER = Y2 D OF <br />DESIGN HELICOPTER <br />18 IN [46 CM] WIDE <br />YELLOW STRIPE <br />NOT USED <br />SEE DETAIL B <br />1 <br />5 FT [1.5 M] <br />SQUARE <br />A-__ <br />�I 1 <br />10'-0" 2'-0" <br />[3 M] [61 CM] <br />I � <br />DETAIL A <br />HELIPORT INDENTIFICATION <br />SYMBOL <br />SEE NOTE 2 <br />SEE NOTE <br />ALTERNATE MARKING WITH <br />NO WEIGHT RESTRICTIONS <br />DETAIL B <br />TLOF SIZEIWEIGHT <br />LIMITATION 'BOX <br />Notes: <br />1. See Appendix D for the form and proportion of the numbers used in the TLOF Size and <br />Limitation Box. <br />2. "10" indicates the maximum takeoff weight (10,000 Ibs [4,535 kg]) of the TLOF design <br />helicopter, in units of thousands of pounds [kilograms]. <br />3. "D46" indicates the overall length of the largest helicopter (46 ft [14.0 M]) for which the <br />TLOF is desioned. <br />SCALE: NOT TO SCALE <br />B4 STANDARD HELIPORT SYMBOL SIZE AND WT LIMITATIONS <br />4 X 4 POST AND LIGHT <br />FIXTURE TO BE REMOVED REMOVE ALL OTHER MATERIAL FROM <br />OPENING PRIOR TO PLACING CONCRETE <br />is <br />' <br />AA <br />Ap - <br />9 tY: <br />.4 <br />tit " <br />i� s. t <br />- d _ 14 <br />15" X 15" <br />TYP. VIEW OF EXISTING LIGHT FIXTURE <br />A3 LIGHT FIXTURE REMOVAL AND BACKFILL DETAIL <br />SCALE: NOT TO SCALE <br />6"± EXISTING CONCRETE <br />EXISTING GRADE <br />15" X 15" <br />�] z <br />CV <br />REMOVE 4 X 4 POST AND ALL OTHER MATERIAL <br />FROM OPENING. REMOVE THE CONCRETE BORDER <br />SURROUNDING IF IN POOR CONDITION. FILL <br />OPENING WITH NON -SHRINK GROUT, FDOT 934 <br />CONCRETE BACKFILL SECTION <br />A <br />C&S Engineers, Inc. <br />605 E. Robinson Street, Suite 210 <br />Orlando, FL 32801 <br />Phone: 407-422-1118 <br />Fax: 407-841-9149 <br />www.cscos.com <br />Douglas R. §aanddI`S1#S,tpte of Florida, <br />Profession,*senSrn�er bde�gt,No.67691. <br />This iterL%-been electronically>:�igned and <br />sealed 8y` 6ug6s' R 8ael6ders tin the date <br />indicaid here using*a SHA aulii��nbcation <br />code. y <br />Printe ,' iQs of this dQpuri ire not <br />consl'e[r(*� le`d and <br />the SHA aw,ftlI�titjGa#iAn";`c` 66 must be <br />verified on 6hy eleQtt%ic copies. <br />o <br />q <br />0 <br />J <br />L.L Oi <br />J <br />J <br />Of J <br />a <br />w 0Uj <br />N 0- <br />J <br />W <br />_ U) <br />1 I <br />C/) J <br />J <br />_l <br />of <br />W W <br />= N <br />Q f'- <br />W _1 <br />_ < <br />W <br />W <br />0- <br />U <br />J Q Z <br />J W <br />a <br />0 <br />O <br />0 0 <br />w <br />a <br />U <br />MARK <br />DATE <br />DESCRIPTION <br />REVISIONS <br />PROJECT NO: X88.001.001 <br />DATE: OCTOBER 2021 <br />DRAWN BY: K.M. WATSON <br />DESIGNED BY: K.M. WATSON <br />CHECKED BY: D.R.SAUNDERS <br />DETAILS <br />CS501 <br />L`7 <br />Copyright <br />