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LOCATION MAP
CONTRACT D I
'�-,Auu �,CMPLY WITH PREVAILING
S $LORIDA BUILDING CODE,
.O THE
ELECTRIC CODE, FOR THECONSTR,UCTION
F ISOF
,NO THE CITY 0 ZEPHYRH LL
ORDINANCES
ADV NT ][I A TH
*A',(U * DAT9: 22��
ALL WORK SHALL COMPLY WITH PREVAILING Z P YR I LS H IPORT
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
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7050 CALL BLVD.
ZEPHYR ILLS, FL 33541
C&S PROJECT: X88.001.001
OCTOBER 2021
V"Q01
0`ST f,I —
a No 67691 •.pN
Q: STATE OF :::-
1i/ i i i 110%%�
Douglas R. Saunders, State of Florida,
Professional Engineer, License No. 67691.
This item has been electronically signed and
sealed by Douglas R. Saunders on the date
indicated here using a SHA authentication
code.
Printed copies of this document are not
considered signed and sealed and
the SHA authentication code must be
verified on any electronic copies.
G1001
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SHEET NO. SHEET REFERENCE NO. TITLE
1 G1001 COVER
2 G1002 SHEET INDEX LEGEND AND GENERAL NOTES
1. THESE DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON RECORD DRAWINGS AND/OR CAD FILES
GENERAL
3 GC101 MAINTENANCE OF TRAFFIC PLAN
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THOSE UTILIZING THE
4 CD101 DEMOLITION PLAN
INFORMATION ON THESE DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY
ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN REASONABLY CLOSE
BEFORE USING IT FOR ANY PURPOSE.
CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS,
5 CS101 SITE PLAN
CROSS -SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING
6 CS501 DETAILS
2. THE ACTUAL LOCATION AND ELEVATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR
REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS,
PRIOR TO THE START OF CONSTRUCTION.
SPECIFICATIONS, OR MANUFACTURER RECOMMENDED INSTALLATION
7 CS502 DETAILS
METHODS.
3. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES OR CABLES, THE ENGINEER AND OWNER SHALL BE
NOTIFIED IMMEDIATELY.
GENERAL REQUIREMENTS FOR SCOPE OF THE WORK, CONTROL OF THE WORK,
4. THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UTILITIES OR CABLES, AS DIRECTED BY THE ENGINEER,
CONTROL OF MATERIALS AND OTHER GENERAL REQUIREMENTS AND
IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE.
CONSTRUCTION DETAILS NOT COVERED IN THE CONTRACT OR ON THE PLANS
SHALL FOLLOW FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD
5. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION OPERATIONS
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.
SHALL BE RESTORED EQUAL TO OR BETTER THAN ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
MAINTENANCE OF TRAFFIC
6. ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED FROM ALL PAVED
SURFACES DURING THIS CONTRACT.
PLASTIC DRUM BARRICADES SHALL BE INSTALLED AS NOTED ON GC101 AND
COORDINATED WITH HOSPITAL PERSONNEL.
7. ALL OF THE CONTRACTOR'S OPERATIONS SHALL REMAIN ON PROPERTY AT ALL TIMES. UNDER NO
STAGING AND ACCESS SHALL BE COORDINATED WITH HOSPITAL PERSONNEL.
C1
SHEET INDEX
CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON ADJACENT PROPERTY.
8. THIS CONTRACT DOES NOT ALLOW FOR PRICE INCREASES DUE TO ESCALATION IN COST OF UNIT BID ITEMS.
DEMOLITION
SCALE: NOT TO SCALE
THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING UNIT PRICES FOR BID.
SIDEWALK AND DEMOLITION: SIDEWALK AND CURB SHALL BE REMOVED AS
9. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL MATERIAL
SHOWN ON THE PLANS. A 3-FOOT TRANSITION SHALL BE SAWED INTO THE
SUITABLE FOR TOPSOILING.
EXISTING CURB OR A 3 FOOT TRANSITION INSTALLED.
KEYED NOTE REFERENCE
10. SELECTIVE GRADING SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER.
FENCE REMOVAL: THE FENCE AND FOUNDATION SHALL BE REMOVED AS
EXISTING RUNWAY OR TAXIWAY
SHOWN ON THE PLANS. TWO NEW TERMINAL POSTS WILL BE REQUIRED TO BE
EDGE LIGHT TO BE REMOVED
11. ALL SPOIL SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE.
INSTALLED.
PROPOSED IN -PAVEMENT EDGE LIGHT
12. ALL ELECTRICAL WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES.
MARKING REMOVAL: ALL MARKINGS LOCATED ON THE HELIPORT SHALL BE
REMOVED.
HELIPORT SAFETY AREA
13. THE ELECTRICAL CHARACTERISTICS OF PROPOSED EQUIPMENT SHALL BE VERIFIED TO BE COMPATIBLE WITH
EXISTING EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION.
LIGHT REMOVAL: EIGHT (8) LIGHTS SHALL BE REMOVED INCLUDING THE WOOD
FINAL APPROACH AND TAKEOFF AREA (FATO)
MOUNTING POST TO A DEPTH OF 12-INCHES BELOW EXISTING GRADE.
TLOF TOUCHDOWN AND LIFT OFF AREA (TLOF)
14. ABANDONED CABLES MAY EXIST IN THE VICINITY OF THE PROPOSED WORK. IF ENCOUNTERED, CONTRACTOR
SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL. IF THEY ARE NOT ABANDONED, CABLES
SITE RESTORATION
EXISTING SIDEWALK AND
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
PROVIDE LANDSCAPE SOIL AND SOD TO INFILL THE REMOVED SIDEWALK AND
CURB TO BE REMOVED
15. ITEMS OF SPECIFIC MANUFACTURE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S
CURB.
PRINTED INSTRUCTIONS AND OR MANUFACTURER'S REPRESENTATIVE DIRECTIONS.
+ + + + + + + + PROPOSED SITE GRADING
PAINTING AND SEALING
+ + + + +
16. ALL GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC CONNECTIONS.
HELIPORT IDENTIFICATION SYMBOL WITH CROSS: THIS MARKING SHALL BE
o PLASTIC DRUMS FOR MOT
17. ALL CABLE CONNECTIONS SHALL BE MADE AT LIGHT UNITS OR AT ENDS OF DUCT BANKS UNLESS DIRECTED
PAINTED RED ON A WHITE CROSS PER THE PLANS.
— — ELECTRICAL CONDUIT
OTHERWISE,
TLOF SIZE/WEIGHT LIMITATION "BOX": THIS MARKING SHALL BE PAINTED BLACK
18. THE OWNER RESERVES THE RIGHT TO SALVAGE LIGHTING EQUIPMENT. THE EQUIPMENT TO BE SALVAGED IS
WITH A WHITE BACKGROUND PER THE PLANS,
IDENTIFIED IN THE SPECIFICATION. SALVAGED EQUIPMENT SHALL BE STOCKPILED AT A LOCATION
DESIGNATED BY THE OWNER IN PROPER WORKING CONDITION. ALL OTHER LIGHTING EQUIPMENT SHALL BE
TLOF EDGE MARKING: THIS MARKING SHALL BE PAINTED WHITE PER THE PLANS.
SPOILED OFF AIRPORT PROPERTY AT A PROPER DISPOSAL SITE SELECTED BY THE CONTRACTOR.
AREA BETWEEN THE CROSS AND TLOF EDGE MARKING: THIS MARKING SHALL
19. PROVIDE WATERTIGHT TERMINATION FOR ALL BURIED CONDUIT ENDS.
BE PAINTED RED PER THE PLANS.
ALL MARKINGS EXCEPT BLACK SHALL HAVE REFLECTIVE MEDIA.
AREA OUTSIDE TLOF EDGE MARKING: THIS AREA SHALL BE SEALED WITH A
LEGEND
B 1
COMMERCIAL GRAY SOLID COLOR SOLVENT BASED CONCRETE SEALER.
SCALE: NOT TO SCALE
ELECTRICAL
THE CABLE, CONDUIT AND LIGHTS SHALL BE INSTALLED PER THE PLANS, TO
APPLICABLE LOCAL, STATE AND NATIONAL ELECTRIC CODES AND
MANUFACTURER REQUIREMENTS.
A
A2
GENERAL NOTES
A4
SUMMARY OF WORK
SCALE: NOT TO SCALE
: NOT TO SCALE
1
CCl
OS
C&S Engineers, Inc.
605 E. Robinson Street, Suite 210
Orlando, FL 32801
Phone: 407-422-1118
Fax. 407-841-9149
www.cscos.com
Douglas R. Saundett', t?te of Florida,
Professional' Nineer, Lie' No. 67691.
This iterj: f been electrAi`c'b4 signed and
sealed by Douglds'R'. Saur ders on the date
indicated here using a SHA authentication
code. �o
Printed copies of this document are not
considered signed ancf sealed and
the SHA authenticatior'�ode must be
verified on any elecfi nic copies.
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DATE
DESCRIPTION
REVISIONS
PROJECT NO: X88.001.001
DATE: OCTOBER 2021
DRAWN BY: K.M. WATSON
DESIGNED BY: K.M. WATSON
CHECKED BY: D R. SAUNDERS
SHEET INDEX
LEGEND AND
GENERAL NOTES
G1002
Copyright
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B1 CONSTRUCTION SAFETY AND PHASING PLAN
18" MIN.
z
to
M
' TYPE C STEADY -BURN WARNING
iHT IN ACCORDANCE WITH SECTION 6F-72
THE MUTCD
GE REFLECTORIZED SHEETING
3 B (3M, 3800 SERIES OR EQUAL)
WHITE REFLECTORIZED SHEETING,
CLASS B (3M, 3800 SERIES OR EQUAL)
(TYP.)
NOTE:
BARRICADES SHALL BE SPACED F MAX. O.C. AND CAUTION
TAPE, OR EQUAL SHALL BE INSTALLED BETWEEN THEM.
Al PLASTIC DRUM BARRICADE DETAIL
SCALE: NOT TO SCALE
4
f;
3
3. PLASTIC DRUM BARRICADE FOR MAINTENANCE OF TRAFFIC, SEE DETAIL Al
THIS SHEET
A2 KEY NOTES
SCALE: NOT TO SCALE
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20 0 20 40FT.
20'
1. PRIOR TO ANY WORKING BEGINNING, CONTRACTOR SHALL INSTALL
THE BARRICADES AND HAVE THEM APPROVED BY THE HOSPITAL.
2. CONTRACTOR SHALL COORDINATE ACCESS AND STAGING WITH THE
HOSPITAL.
A4 SHEET NOTES
SCALE: NOT TO SCALE
Elm
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COMPANIES
C&S Engineers, Inc.
605 E. Robinson Street, Suite 210
Orlando, FL 32801
Phone: 407-422-1118
Fax: 407-841-9149
www.cscos.com
Douglas R. §�H3md,dtsf+3ityte of Florida,
Professionr,ie�s,No. 67691.
This iter"as beon electron ical!" gned and
sealed by Dough's' R`:' Saunders on the date
indicafed+here using,,a SHA auffibnfication
code.
1
Printed Copies of this doggmqi f ire not
consi�e ted°sigfied,'a�le'd and
the SH",6 tticatior ', must be
verified on`6hy eledtrn nic copies.
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DATE
DESCRIPTION
REVISIONS
PROJECT NO: X88.001.001
DATE: OCTOBER 2021
DRAWN BY: K.M. WATSON
DESIGNED BY: K.M. WATSON
CHECKED BY: D.R. SAUNDERS
MAINTENANCE OF
TRAFFIC PLAN
GC1 01
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C&S Engineers, Inc.
605 E. Robinson Street, Suite 210
Orlando, FL 32801
Phone: 407-422-1118
Fax: 407-841-9149
www.cscos.com
Douglas R. Saumtl6fS+jSzp'te of Florida,
Profession,*�r" , i� ,No.67691.
1:
�OENS 10
This item •bebn electrAicaJ�I<t\1igned and
sealed,8y ugl.W R6 bNb� -: She date
indicatod'here using,a SHA auiAnfication
o code. z
STATE OF �' e
Printed w&p f thi� scjQi ire not
consret d, 3 �K Ve`d and
the SHA �i46dtlq*tM d must be
verified on ghy eltdMbnlc copies.
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DATE
DESCRIPTION
REVISIONS
PROJECT NO: X88.001.001
DATE: OCTOBER 2021
DRAWN BY: K.M. WATSON
DESIGNED BY: K.M. WATSON
CHECKED BY: D.R. SAUNDERS
DEMOLITION PLAN
CD1 01
Copyright
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11.66' 13.55' 40'
Almr.. -
(TYP.) (TYP. :.. ) (TYP.)
403
+ + + + + + + + t + I + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + +
+ + + + +w+ + + + + + + + + + + + + + + + + + + + +
+ . . + + + + + +
409
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408
4071
400
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1 1 10 20FTL
1 ■ ■■■ ■ ■
400.
GRADE AND PROVIDE LANDSCAPE SOIL, FDOT 987 SOIL LAYER MATERIALS
AS NEEDED TO INFILL THE SIDEWALK AND CURB REMOVAL. INSTALL SOD
PER FDOT-570 PERFORMANCE TURF, SEE DETAIL Al/CS501.
401.
INSTALL 12-INCH WIDE, CONTINUOUS WHITE TLOF MARKING AND
REFLECTIVE MEDIA, SEE Bl/CS501 AND MARKING REQUIREMENTS IN
B2/CS501
402.
INSTALL WHITE CROSS WITH A SOLID RED "H" MARKINGS AND REFLECTIVE
MEDIA, SEE B1/CS501 AND MARKING REQUIREMENTS IN B2/CS501
403.
INSTALL TLOF SIZEIWEIGHT LIMITATION "BOX" THAT SHALL BE PAINTED
BLACK WITH A WHITE MARKING AND REFLECTIVE MEDIA BACKGROUND,
SEE B1/CS501 AND MARKING REQUIREMENTS IN B2/CS501
404.
3/4" CONDUIT AND 2-NO. 10 AWG, THHN/THWN-2 AND 1-NO. 10 GROUND AWG
CABLE IN TURF, SEE DETAILS B21CS502 AND Al/CS502
405.
3/4" CONDUIT AND 2-NO. 10 AWG, THHN/THWN-2 AND 1-NO. 10 GROUND AWG
CABLE IN PAVEMENT, SEE DETAIL A3/CS502
406.
INSTALL L-868 BASE CAN AND TLOF LIGHTS (IUL-3320) PER DETAIL A3/CS502.
THE LIGHTS SHALL BE INSTALLED 1-FOOT OUTSIDE THE TLOF.
407.
CONNECT PROPOSED CABLE TO EXISTING CABLE IN EXISTING HANDHOLE,
COORDINATE WITH HOSPITAL ELECTRICIAN, SEE Al/CS502
408.
INSTALL RED BACKGROUND BETWEEN CROSS AND TLOF MARKING AND
REFLECTIVE MEDIA, SEE Bl/CS501 AND MARKING REQUIREMENTS IN
B2/CS501
409.
SEAL THE AREA OUTSIDE OF THE TLOF MARKING WITH COMMERCIAL GRAY
SOLID COLOR SOLVENT BASED CONCRETE SEALER.
C4
KEY NOTES
SCALE: NOT TO SCALE
1. TLOF DIMENSIONS ARE 40'X40'.
2. FATO DIMENSIONS ARE 62.1'X62.1'. FATO EXPANDED TO MEET 13.55, MIN
SEPARATION FROM TLOF.
3. HELIPORT SAFETY AREA MEASURED 11.66' OUTSIDE THE FATO.
4. EXISTING CONCRETE SLAB IS 6-INCHES THICK.
5. DESIGN HELICOPTER: BELL 407GX1, WEIGHT: 5,250 LBS, ROTOR DIAMETER: 35
FEET, LENGTH: 41.4 FEET.
B4 SHEET NOTES
SCALE: NOT TO SCALE
n
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CBS
C&S Engineers, Inc.
605 E. Robinson Street, Suite 210
Orlando, FL 32801
Phone: 407-422-1118
Fax: 407-841-9149
www.cscos.com
Douglas R. gW14t16f9 1Sjpte of Florida,
Professiongtsl n Ar, 6i",No. 67691.
C
This item` •be\6n electrohica] igned and
sealed -by�ugl.W R� S`666ders n the date
indicaiNere using a SHA auifitIcation
code. 6
STATE OF ' 44/
Print(;,�'epi,spf thisr;Wxi•�re not
consl'eb�ed'scg��. lewd and
the SHA i ie. ,C iticatror% c� must be
verified on'&hy elcCfr' nic copies.
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DATE
j DESCRIPTION
REVISIONS
PROJECT NO: X88.001.001
DATE: OCTOBER 2021
DRAWN BY: K.M. WATSON
DESIGNED BY: K.M. WATSON
CHECKED BY: D.R. SAUNDERS
SITE PLAN
CS1 01
Copyright
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30 FT [10 M]
it 10FT[3M]
30 FT [10 M]
0
1
TOUCHDOWN/POSITION CIRCLE -
TLOF 12-INCH CONTINUOUS
INNER DIAMETER = Y2 D OF WHITE LINE
DESIGN HELICOPTER
18 IN r46 CM] WIDE
YF:1 t O,W STRIPE NOT USED
Notes:
1. Standard TLOF perimeter stripe of 12 in [30 cm]. See figure 4-25 for "H", touchdown
position, overall length and weight limitation box dimensions.
2. The standard hospital identification is a red H within a white cross.
3. An option may be a red 1-j within a white cross surrounded by a 12 in [30 cm] wide red
border (not illustrated).
4. The area outside of the cross may be colored red.
B1 STANDARD HOSPITAL HELIPORT SYMBOLS: HOSPITAL
SCALE: NOT TO SCALE
PROVIDE LANDSCAPE SOIL, FDOT 987 SOIL
LAYER MATERIALS AS NEEDED TO INFILL THE
SIDEWALK AND CURB REMOVAL. INSTALL
SOD PER FDOT-570 PERFORMANCE TURF -
+
MARKING MATERIALS
PAINT'
GLASS BEADSZ
APPLICATION RATE
FED STD.
APPLICATION RATE
TYPE
COLOR
595
TYPE
MAXIMUM
MINIMUM
NUMBER
III
WHITE
37925
90 FTz/GAL
IA
7 LB/GAL
III
RED
31136
90 FTZ/GAL
IA
7 LB/GAL
III
BLACK
37038
90 FTZ/GAL
N/A
N/A
1. PAINT. PAINT SHALL BE WATERBORNE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS
PARAGRAPH. PAINT COLORS SHALL COMPLY WITH FEDERAL STANDARD NO.595. PAINT SHALL
MEET THE REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-1952F, TYPE II. THE
NON-VOLATILE PORTION OF THE VEHICLE FOR ALL PAINT TYPES SHALL BE COMPOSED OF A
100% ACRYLIC POLYMER AS DETERMINED BY INFRARED SPECTRAL ANALYSIS.
2. REFLECTIVE MEDIA. GLASS BEADS FOR WHITE AND RED PAINT SHALL MEET THE
REQUIREMENTS FOR FEDERAL SPECIFICATION TT-B-1325D TYPE 1, GRADATION A. GLASS
BEADS SHALL BE TREATED WITH ALL COMPATIBLE COUPLING AGENTS RECOMMENDED BY
THE MANUFACTURERS OF THE PAINT AND REFLECTIVE MEDIA TO ENSURE ADHESION AND
EMBEDMENT. GLASS BEADS SHALL NOT BE USED IN BLACK AND GREEN PAINT.
CONSTRUCTION METHODS
WEATHER LIMITATIONS. PAINTING SHALL ONLY BE PERFORMED WHEN THE SURFACE IS DRY, AND
THE AMBIENT TEMPERATURE AND THE PAVEMENT SURFACE TEMPERATURE MEET THE
MANUFACTURER'S RECOMMENDATIONS. PAINTING OPERATIONS SHALL BE DISCONTINUED WHEN
THE AMBIENT OR SURFACE TEMPERATURES DOES NOT MEET THE MANUFACTURER'S
RECOMMENDATIONS. MARKINGS SHALL NOT BE APPLIED WHEN THE WIND SPEED EXCEEDS 10 MPH
UNLESS WINDSCREENS ARE USED TO SHROUD THE MATERIAL GUNS. MARKINGS SHALL NOT BE
APPLIED WHEN WEATHER CONDITIONS ARE FORECASTS TO NOT BE WITHIN THE MANUFACTURERS'
RECOMMENDATIONS FOR APPLICATION AND DRY TIME.
EQUIPMENT. EQUIPMENT SHALL INCLUDE THE APPARATUS NECESSARY TO PROPERLY CLEAN THE
EXISTING SURFACE, A MECHANICAL MARKING MACHINE, A BEAD DISPENSING MACHINE, AND SUCH
AUXILIARY HAND -PAINTING EQUIPMENT AS MAY BE NECESSARY TO SATISFACTORILY COMPLETE
THE JOB. THE MECHANICAL MARKER SHALL BE AN ATOMIZING SPRAY -TYPE OR AIRLESS TYPE
MARKING MACHINE WITH AUTOMATIC GLASS BEAD DISPENSERS SUITABLE FOR APPLICATION OF
TRAFFIC PAINT. IT SHALL PRODUCE AN EVEN AND UNIFORM FILM THICKNESS AND APPEARANCE OF
BOTH PAINT AND GLASS BEADS AT THE REQUIRED COVERAGE AND SHALL APPLY MARKINGS OF
UNIFORM CROSS -SECTIONS AND CLEAR-CUT EDGES WITHOUT RUNNING OR SPATTERING AND
WITHOUT OVER SPRAY. THE MARKING EQUIPMENT FOR BOTH PAINT AND BEADS SHALL BE
CALIBRATED DAILY.
REMOVAL OF EXISTING MARKINGS
IMMEDIATELY BEFORE APPLICATION OF THE PAINT, THE SURFACE SHALL BE DRY AND FREE FROM
DIRT, GREASE, OIL, LAITANCE, OR OTHER CONTAMINATES THAT WOULD REDUCE THE BOND
BETWEEN THE PAINT AND THE PAVEMENT. USE OF ANY CHEMICALS OR IMPACT ABRASIVES DURING
SURFACE PREPARATION SHALL BE APPROVED IN ADVANCE BY THE RPR. AFTER THE CLEANING
OPERATIONS, SWEEPING, BLOWING, OR RINSING WITH PRESSURIZED WATER SHALL BE
PERFORMED TO ENSURE THE SURFACE IS CLEAN AND FREE OF GRIT OR OTHER DEBRIS LEFT FROM
THE CLEANING PROCESS.
PREPARATION OF PAVEMENT TO REMOVE EXISTING MARKINGS. EXISTING PAVEMENT MARKINGS
SHALL BE REMOVED BY ROTARY GRINDING, OR WATER BLASTING MINIMIZING DAMAGE TO THE
PAVEMENT SURFACE. THE MARKINGS SHALL BE REMOVED TO THE SATISFACTORY OF THE OWNER.
B2 I MARKING NOTES
SCALE: NOT TO SCALE
1 1 2 MAXI EX161 ING RAMP 10 REMAIN
+ + # �\
+ +- Ilk
r
1
S
REMOVE EXISTING LIGHT FIXTURE AND 4 X4
POST (TYP.), SEE DETAIL A3 THIS SHEET
REPLACE LINE POST WITH
TFRMINAI POST
- ».
�....
PROVIDE S TRANSITION a `
TO TOP OF CURB>t -
Al SECTION VIEW OF OPTION 1: CIVIL GRADING
1.25 IN
[3.1 CM] -
1
1
3.60 IN
[9.1 CM]
VERTICAL
STROKE
6.001
[15.0 I
- 4.80 IN [12.1 CM] HORIZONTAL
- 1.80 IN [4.5 CM] STROKE 2.40 IN 2.40 IN
[6.0 CM] 16.0 CM]
4 2 PL
12
7.20 IN
[18.2 CM] 3
1 4.80 IN
[12.1 CM]
- 12.00 IN [30.0 CM] 6.00 IN
4.80 IN [12.1 CM] [15.0 CM] 6.00 IN [15.0 CM]
A -14 6.60 IN -I--1
[16.7 CM]5
-- -
2.19 IN
6
[5.6 CM]
11.401N
[4.5 CM]
7 7.8 IN
[19.8 CM]
1.20 IN [3.0 CM]
1.34IN --
[3.4 CM] 7.33 IN
1 [18.6 CM]
2.40 IN
[6.09 CM] 9
2.40 IN
[6.09 CM]
-1 6.00 IN 12.00IN
[15.0 CM] [30.0 CM]
All characters have the following characteristics (Unless otherwise specified):
18.00 in [45.7cm] high Vertical stroke of 2.50 in [6.3 cm]
9.00 in [22.8 cm] wide Horizontal stroke of 3.00 in [7.6 cm]
B3 18 INCH NUMBERS FOR MARKING SIZE AND WT LIMITATION
SCALE: NOT TO SCALE
SEE DETAIL A
6-8" [1.8 M] J
1'-0" [30 CM]
- TOUCHDOWN/POSITION CIRCLE
INNER DIAMETER = Y2 D OF
DESIGN HELICOPTER
18 IN [46 CM] WIDE
YELLOW STRIPE
NOT USED
SEE DETAIL B
1
5 FT [1.5 M]
SQUARE
A-__
�I 1
10'-0" 2'-0"
[3 M] [61 CM]
I �
DETAIL A
HELIPORT INDENTIFICATION
SYMBOL
SEE NOTE 2
SEE NOTE
ALTERNATE MARKING WITH
NO WEIGHT RESTRICTIONS
DETAIL B
TLOF SIZEIWEIGHT
LIMITATION 'BOX
Notes:
1. See Appendix D for the form and proportion of the numbers used in the TLOF Size and
Limitation Box.
2. "10" indicates the maximum takeoff weight (10,000 Ibs [4,535 kg]) of the TLOF design
helicopter, in units of thousands of pounds [kilograms].
3. "D46" indicates the overall length of the largest helicopter (46 ft [14.0 M]) for which the
TLOF is desioned.
SCALE: NOT TO SCALE
B4 STANDARD HELIPORT SYMBOL SIZE AND WT LIMITATIONS
4 X 4 POST AND LIGHT
FIXTURE TO BE REMOVED REMOVE ALL OTHER MATERIAL FROM
OPENING PRIOR TO PLACING CONCRETE
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15" X 15"
TYP. VIEW OF EXISTING LIGHT FIXTURE
A3 LIGHT FIXTURE REMOVAL AND BACKFILL DETAIL
SCALE: NOT TO SCALE
6"± EXISTING CONCRETE
EXISTING GRADE
15" X 15"
�] z
CV
REMOVE 4 X 4 POST AND ALL OTHER MATERIAL
FROM OPENING. REMOVE THE CONCRETE BORDER
SURROUNDING IF IN POOR CONDITION. FILL
OPENING WITH NON -SHRINK GROUT, FDOT 934
CONCRETE BACKFILL SECTION
A
C&S Engineers, Inc.
605 E. Robinson Street, Suite 210
Orlando, FL 32801
Phone: 407-422-1118
Fax: 407-841-9149
www.cscos.com
Douglas R. §aanddI`S1#S,tpte of Florida,
Profession,*senSrn�er bde�gt,No.67691.
This iterL%-been electronically>:�igned and
sealed 8y` 6ug6s' R 8ael6ders tin the date
indicaid here using*a SHA aulii��nbcation
code. y
Printe ,' iQs of this dQpuri ire not
consl'e[r(*� le`d and
the SHA aw,ftlI�titjGa#iAn";`c` 66 must be
verified on 6hy eleQtt%ic copies.
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MARK
DATE
DESCRIPTION
REVISIONS
PROJECT NO: X88.001.001
DATE: OCTOBER 2021
DRAWN BY: K.M. WATSON
DESIGNED BY: K.M. WATSON
CHECKED BY: D.R.SAUNDERS
DETAILS
CS501
L`7
Copyright
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LED IN -PAVEMENT LIGHT (IUL-3320)
NON -SHRINK 2 PIN MALE CONNECTOR
GROUT, FDOT 934 ON FIXTURE
EXISTING 6"± 12" PAVEMENT C RE
CONCRETE PAVEMENT REQUIRED 90R-A6 2-PIN
FINISHED GRADE FEMALE CONNECTOR KIT
L-868 8" DIA. LIGHT BASE WITH
GROUND OPTIONAL COPPER GROUND LUG
COPPER GROUND LUG AND ANTI -ROTATIONAL FINS
CONDUIT TRENCHING
ROUTE. EXISTING
CONDITIONS SHALL BE
RESTORED.
}
2 N0. 10 AWG, 3/4" DIA. RGS
CONDUIT
6" MIN. NON -SHRINK THHN(THWN 2 AND 1-NO.
10 GROUND AWG CABLE
GROUT, FDOT 934
- CONNECTOO PROPOSED
CABLE IN THE TIME CLOCK
5
k
NON -SHRINK
SECTION
GROUT, FDOT 934
ti..
`
EXISTING 6"±
CONCRETE PAVEMENT SAWCUT FULL DEPTH
3 „
PRIOR TO REMOVAL
MIN.
r.0
12" PAVEMENT CORE
LED IN -PAVEMENT LIGHT (IUL-3320)
NON -SHRINK
GROUT, FDOT 934 SEE CONDUIT
TRENCHING DETAIL,
B2/CS502
3/4" RGS CONDUIT WITH
o o -
"
6-INCHES MIN. COVER
0
0 0
0 0 3/4" DIA. RGS CONDUIT
0
THREE 7 GAUGE MIN. X 3/4"
ANTI -ROTATIONAL FINS AT 1200
B1
CONDUIT ROUTE EXISTING CONDITIONS DETAIL
B2
CONDUIT TRENCHING DETAIL IN PAVEMENT
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
TRENCHIN
EXISTING TURF
PROVIDE LANDSCAPE SOIL, FDOT 987
PLAN
SOIL LAYER MATERIALS AS NEEDED
REPLACE LAVA ROCK WHERE AND INSTALL SOD PER FDOT-570
NECESSARY (SEE B1 THIS SHEET). PERFORMANCE TURF
EXISTING GRADE
LIGHT NOTES:
_ =
1. CORE DRILL 12" DIA. CONTACT THE FOLLOWING PERSON FOR THE L-868
LIGHT BASE, LED IN -PAVEMENT LIGHT (IUL-3320) AND
2. ENSURE 6" CONCRETE WILL BE UNDER LIGHT BASE. 90R-A6 2-PIN FEMALE CONNECTOR KIT
3. 90R-A6 2-PIN FEMALE CONNECTOR KIT IS REQUIRED FOR PERRY SUGANUMA
DETECTABLE
INSTALLATION OF LIGHT FIXTURE. ALLEN ENTERPRISES, INC.
WARNING TAPE,
3" WIDE AND
4. ALL BOLTS SHALL BE COATED WITH ANTI -SEIZE COMPOUND GE ADB SAFEGATE, SOUTHEAST US REP.
METALLICIZED
DIELECTRIC COMPOUND, G-624 OR EQUAL. 5659 MME E DRIVE, SUITE 100
A
FOIL CORE
ORLANDO, FL 32839
5. APPLY GE RTV-118 SILICONE SEALANT OR EQUAL TO ALL PERRY AIRPORTLIGHTS.COM
`"
MATED METAL SURFACES EXCEPT BETWEEN THE GROOVED 407-857-6778
FLANGE RING AND THE LIGHT UNIT. 407-857-7993 FAX
BACKFILL WITH
SUITABLE ON -SITE
ADBSAFEGATE.COM
6. ADDITIONAL CONDUIT HUBS MAY BE REQUIRED, SEE LIGHTING
MATERIAL
PLANS FOR NUMBER AND LOCATION OF HUBS.
O fh
v
8" 8"
BEDDING
3/4" PVC SCH. 40
CONDUIT, ITEM L-110
Al
CONDUIT TRENCHING DETAIL IN TURF
A3
IN -PAVEMENT LIGHT DETAIL
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
Cos
C&S Engineers, Inc.
605 E. Robinson Street, Suite 210
Orlando, FL 32801
Phone: 407-422-1118
Fax: 407-841-9149
www.cscos.com
Douglas R. §aumd6ft1jS1pte of Florida,
Professions nyfno r,_6ide ,No.67691.
This iterj�i15s-been electronicall�igned and
sealed $y Douglas R'. Sat aMders din the date
indicaic'here using,a SHA auiAnfication
® code.
Printe6 copies of this docum- ent re not
consi'ei red's►giic0:ahgd a, tl and
the SHA �ef oQ*i0k. must be
verified on'6ry eIedtr'onic copies.
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MARK
DATE
DESCRIPTION
REVISIONS
PROJECT NO: X88.001.001
DATE: OCTOBER 2021
DRAWN BY: K.M. WATSON
DESIGNED BY: K.M. WATSON
CHECKED BY: D.R. SAUNDERS
DETAILS
CS502
Copyright