HomeMy WebLinkAboutBUILDING PLAN PAGE 1-147!
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:TAXf4lAY "CH, CONTRACTOR NOTES:
ELEV - 22.06 TAX "CKARUEO
5'XI5* CONC
RUNWAY SIGN
PAD .1� Lw I�, 1.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECT71NG ALL EXISTING A80VE-6kOUM. UNDERGROUND. AND ON THE
SURFACE STRUCTURES AND UTILITIES AGAINST THE CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITIES
2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS TO RE PERFORMED BY AN INDEPENDENT TESTING
LA ROPA TORY APPROVED BY THE ENGINEER.
4
FND PK&D NO If 3.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRICQ TO ANY RECMIZEb INSPECTIONS AM SHALL SUPPLY ALL
42,21' S.E. EQUIPMENT NECESSARY FOR INSPECTION AM/OR TEST.
ON LINE
LEGEND 4.) THE CONTRACTOR SHALL 61VE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION
AND ALTERATION OF TAEIR EXISTING FACIUTIES.
PROPOSED CONCRETE AREAS 5.) WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER
PROPOSED ASPHALT EXISTING ASPHALT APION AND SACKFILLED WITH CLEAN GRANULAR SAM OR SELECT MATEIZIAL APPROVED BY THE ENGINEER, RACKFILLIN6 SHALL BE IN
DRAINAGE BASIN 110 LAYERS NOT GREATER THAN 84 THICKNESS AND COMPACTED TO 98 PERCENT OF THE MAXIMUM DRY DENSM AS DETERMINED BY
PROPOSED HANDICAP SPACE AASHTO T-1aO.
5.51 ACRES
F. F. E,
PROPOSED FINISHED FLOOR ELEVATION TE
A. b RCN 95 6.) ALL WORK SHAUL BE PERFORMED IN A WORYMAMIKE AAAM,4ER AND SRAL.L MEET WITH ALL APPLICABLE CITY, COUNTY, STA
P;kOPOSED CATCH BA51N 1; AND FEDERAL REGULATIONS AND/Ok CODES, INCLUDING OSHA.
BASIN 11 1,'
7PRAINAGE PAR'CEL __/_ 01� Tc 0.2 hr 7.) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AM/OQ LICENSE EWE ONSTRUCTIOt.L
PROPOSED DRAINAGE DIRECTIONAL ARROW STOCOMA C
12.72 ACRES
PROPOSED SIGN 690,700 SO� FT
RCN 90 B.) ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS OTHERWISE NOTED.
N
15. �6 AC.
cm PIZOP05ED MITERED END SECTION (MES) Tc 0.2 hr 9.) ALL REINFORCING STEEL SHALL CONFORM TO A$TMA-615 AM HAVE A TENSILE STRENGTH OF 60,000 PSI OR OTHRWISE
CONSTRUC 5 CONCRETE NOTED-
10 XX. XX PFZOP05ED ELEVATION CO
TCH TO WALK, TYP 10.) THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR APE OOOF
XX. XX EXISTING ELEVA71ON RI ONE YEAR FROM THE DATE THAT
EXISTING PROJECT HAS BEEN ACCEPTED. ALL FAULTY CONSTRUCTION AM/OR MATERIAL bURI?1k AF Al PE CTIED
EXISTING CONCRETE AREAS I I N ORES D ;ZIOb SHALL BE CORPE
LOCKED AT THE CONTRACTORS'S EXPENSE.
C
E;<15TING ASPHALT AREAS MAN GATE� & FENCE
11.) THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF PLANS, SPECIFICATIONS, AN�)
COOIES OF ANY REQUIRED CONSTRUCTION PERMITS -
PA r-F1 7
E "FA SW LINE
F DRAINA
V,
PROPOSED METAL
HANGAR Al
61 1�
12.) CONTRACTOR 15 RESPONSIBLE FOR CHECKING AMAL 511t: COMITIONS BEFORE 5TAkTrINGCONSTRucTI0f4
13.) ANY DISCREPANCIES ON THE DkA WINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING
WORK.
i 14.) NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TORE MADE WITHOLTT PRIOR APPROVAL FROM THE ENGINEER.
15.) SWALE AREAS IN THE COUNTY RIGHT-OF-WAY SHALL BE RESTORED TO THEIR M6111
t> EXISTING CO k.CRETE -
I, I� .\. P. I;,
LIP
1 Ij
c L
ONC
q
120.DO'-
20,DO
i - I L �JlCl I"m AM/OR RECUVL SOLID
,C/o EXISTING HANGER SOD.
12.000 S.F. :u: 8 11 .
INSTALL TYPE "C" CATCH BASIN INV. �0. 1 12 WES T
14,944 S.F. TOTAL :0 wu I> I> FFE=23.,95 16.) STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING JURISDICTION,
I i� . I>
PER FDOT INDEX No. 232 HT.=35' v a: 1A I> -8 8
It U.
TOP ELEV. 23.00 im 0 9 -8 18 17.) THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AI-Z CITY AUTHORITIES
F.F.E.=24-67 cs 21
INV. ELEV. 19.50 �= p I> L, 9 REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC 5 IQEt: 15 OR HIGHWAYS-
Icst 9
I> I>
INSTALL 250 L.F. 120.00' 20.00j 18.) TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY R16HTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE
. 4_ . .1 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AM THE REQUIREMENTS OF THE STATE AM LOCAL AGENCY
rj CONIC HAVING JMSDICTIO14
23"04" ELLIPTICAL RCP Ik
I I> I> 21'
I 4X L> EXIS TING ASPHALT PAVEMENT-JI
DRAINAGE BASIN H DRAINAGE BASIN G 45 qvkl r
LOCKED 4) QJ 19 99
4.66 ACRES 21.62 ACRES MAIN GATE FENCE 4. cs DRAINAGE NOTES:
1�- RIM EL. 23.815
RCN 90 RCN 90 VAL VEBOX
Tc 0.2 hr Tc 0.7 hr 1.) ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED BASED ON THE BEST INFORM.ATION AVAILABLE. IT IS POSSIBLE,
INSTALL BUBBLE -UP EXIST. SAN. MANHOLE HOWEVER, THAT CERTAIN UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
RIM EL. 23.27 RESPONSIBLE FOR FIELD VERIFICATION OF ACTUAL LOCATIONS PRIOR TO ANY CONST Oq
PROPOSED METAL RUCTI
INV. ELEV. 19 ' 50 Ag Z CIO RIM. EL. 23.31
(SEE DETAIL ON SHEET 5) 0 HANGAR #2 2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS, LATEST EDITION.
12,000 SlF. I Xl� F. SAN. MANHOLE
R/M EL. 23.25 3.) ANY PUBLIC LAND CORNER WIT14IN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER ONU NT
14,000 S.F. TOTAL DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE F E COUNTY
CIC INV. EL. 20.42 M ME IS IN
EXISTING HANGER CONTRACTOR SHOLU NOTI Y TH
HT.
_,j) F.F.E.=2C67 SURVEYOR WITHOUT DELAY BY TELEPHONE.
4'0 LIFT Q
I
F.F.E. =24.4 1
S FA TION I
!V 4.) MAINTENANCE OF TRAFFIC WILL BE IN ACCORDANCE WITH THE 'MANUAL ON UNIFORM TRAFFIC C OL DEVICES FOR
FENCE, TYP. TOP EL. 24.47 5,5 1 ONTR
E. INV. EL. 18. 74 STREETS AND HIGHWAYS', AND THE FDOT OROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST EDITIONS.
(4) SV's 5.) THERE SHALL BE ONE (1) COMPACTION TEST PER 500 FEET, OR PORTION THEREOF, OF ROADWAY.
CONSTRUCT DRY DETENTION AREA i
2. S.F.
TOP EL. 23.00 lfc7z. - NO --------------------------------
t I OFF -------------------------------------- 4y 101 6.) COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF XIMUM bRy D SM.
BOTTOM EL. 21.50 MA EN
INV=22.04 EXISTING BUILDING es
cz 0.5xJ' F. F. E. =25. 7 1 7.) UPON COMPLETION OF CON5TRVCTION, THE ENIGINIEER SHALL BE NOTIFIED FOR FINAL rN5PECTICIq
2037'
8.) TEMPORARY DRAINAGE SHALL BE PROVIDED OUPU46 CONSTRUCTION TO ELIMINATE ANY FLOODING Of PRIVATE PROPERTY
TITIT
X MAN GATE 9.) UNSTABLE MATERIALS SHALL BE REMOVED FROM CONSTRUCTION AREAS AM BACKFrU TERI
21.3' LOCKED -------------
& FENCE O�Nc 4X6 ED WITH SUITABLE MA ALS.
Z�
7 TR4115FORMER
lb. 10) CONSTRUCTION SHALL INCLUDE REPLACING WITH MATCHING METALS, DRIVEWAYS, WALKS, MAILBOXES, CUABS AM
10 1 W�. I I -, I PAD LANDSCAPING THAT ARE DAMAGED OR REMOVED DUE TO CONSTRUCTION. THIS WORK SHALL BE COORDINATED WITH PROPERTY
b OWNERS,
�Z
11.) ALL STORM SEWER LINES AND UILETS SHALL BE CLEANED OF DEBRIS AM ERODED MATERIALS AT LAST STAGES OF
MATCH TO EXISTING
D b 4 CONSTRUCTION.
), 1`1 PAVEMENT
6A' 3# to ellll, I I
b Li DRAINAGE DiTCH
/- �;�_ -74,- �LQ , _. - 12.) ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION AND NOT ALLEVIATED.
>. lip _1% 12' CUP J'x4' (4TX RASIN SHOULD BE BROUGHT TO THE ATTENTION OF THE ST. LUCIE COUNTY ENGINEE AMrHE 51
INSTALL 40 L.F. 24* RCP DE GN ENIGIK*M
TOP EL. 23.74
It WITH MES BOTH SIDES
W. INV. EL. 21.78 b 21 13.) THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. A A A TURB 0
LL RE 5 DIS E
4 E. 1AIV. Et. 21.79 (3- HOLE) N.E. INV. 21.00
e
't DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITIONL
I' EXISTING _14N. AM,,
RIM EL. 22.74 (OLE S.W. INV. 20.90
92 14,) ALL DELItIEATEb WETLAND AREAS $14ALL BE STAKED AND FENCED
w WITH TYPE IV SILT FE?,k7N& PRIOR To CONSTRUCTION.
2x4' FPL I
INV W. 714 FENCING SHALL NOT BE REMOVED UNTIL ALL CONSTRUCT ON IS COMPLETED.
7L dPA INV. S.E. 11.J6
ROT. ,-L. 11,24
15.) IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL
X"
eV 4 TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL FIRST NOTIFY THE OWNER AM THE ENGINEER FOR APPROVAL
4� 0 - >�7
I �V,
13 '1p. v rCP�-22.59 -- - - - - - - �,_m 16.) MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH FDOT STANDA D NO. 272.
to SLI 29j.
=19 19 R
1b N
41, --- ---- -------- .,
<
s
="U CUT 17.) IF EXCAVATED MATERIALS ARE ACCEPTABLE, STOCKPILE EXCESS Fog USE IN LANDSCAPER RMs.
LAI BE
7 ....... % .........
X"
Ar 18.) UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AM HAULED TO AN APPQO
Ex ST BURNING ON SITE WILL BE ALLOWED WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE OVED By OWN k
I EP VEDSITE AS AN ALTERNATIVE,
NO, ------ J_ - ------------------------------------------ APPIR E
6.00 �PROX L�YCN OF 10' W
X w
c-
X
CLEY - 25.89
EXIS T. DIRT M NO AO TOP OF SAN MH
C4 10 TOP=25�89
SE= IJ. 14
NW= I J. 09
NOTE: DRAINAGE BASINS ARE AS SHOWN ON
<
"EXHIBIT 3" BY HNTB bATED 4-8-02.
let.,
INSTALL 60 L.F. 24" RCP
DRAINAGE BASIN 6 DATA
0
"Iry WITH MES ON BOTH SIDES
ES PER FOOT INDEX No. 272 (TYP)
k� (). N1b
E. INV. 20.25
W. IW. 20.50
5, o
P, o
v ij MATCH TO EXISTING
PAVEMENT
CONCEPTUAL PERMIT
PERMIT NO. 156-00293-S
PREVI 15 DEVELOPM
04/2002
161 MODIFICA I It^
# 031222-20 (03/2004)
PROPOSED
THISPROJECT
TOTAL AREA
21.62 Ac,
21.62 AL
21.62 Ac.
21.62 AL
IMPERVIOUS AREA
9.40 A c.
4.39 AL.
0.32 Ac.
4.67 Ar-
PERVIOUS AREA
1222 Ac.
17.23 Ac
16.91 Ac.
12.24 Ac.
J��v l, I INSTALL STOP SIGN
-, \�. % N ', 15
10 \ q
\% , AND STOP BAR
N, (TYP. SEE DETAIL ON SHEET 5)
SITE DATA:
iEXI5TING PPOID05ED
%
ACTUAL OF SM THIS PROJECT OF SITE TOTAL
%OFSM
REMOVE/RELOCATE
EXISTING FENCE (TYP) BUILDING AREA 35,000 S.F.(0.8035 oc.) 5.07% 70,944 S.F.(1.6287 or)
10.27% 105,944 5.F�2.4321 cic.) 15.34%
PAVED AREA
179,084 S.F44.1112 w-) 25.93% 133 702 SY (3 0694 =1 1936% 312 786 SY r7181 w 4529%
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52 1p
CONSTRUCT HANDICAP SPACE COW AREA 0 z
ek;;" 40,632 S.F.(0.9328 cr-) 5.88% 1,834 S.F�0.0421 ac.) 0,27% 42,4,66 S.F.(0.9749 w-) 6.15% *0 0 m , w
(TYP. SEE DETAIL ON SHEET 1) - >
0
v TOTAL IMPERVIOUS 254,716 S.F.(5.8475 ac.) 36.98% 206,480 , z I y
S.F.(4.7401 29.89% 461,196 S.F.(10.5876 w.) 66.78% 3: U 01
A6 IN CONSTRUCT 10' SWALE < N < w 0 1
0 u u
(SEE DETAIL ON SHEET 5) RETENTION AREA 0 S.F.(O.O oc.) 0.0% 0 S.F�O.O w,) 0.0%
INSTALL OUTFALL STRUCTURE 0 0.3% SLOPE (TYP)
(SEE DETAIL ON SHEET 4) DRAINAGE BASIN A2 OPEN AREA 435,984 S.F.(10.0088 ac.) 63.12%
229,504 S.F.(5.2687 oc.) 33.23%
TOP EL. 23.50 CONSTRUCT PARKING SPACE 162.07 ACRES TOTAL PERVIOUS SHEET N C.:
p WHEEL STOP 435984 S.F.(10.0088 ac.) 63.12% 229-5104 S.F�(5.2687 ac.) 33.23%
WEIR EL. 22.50 rV RCN 90
1� (TYP. SEE DETAJL ON SHEET 1)
INV. EL. 20.50 INV, EL. jo Tc 01.6 hr TOTAL PARCEL SIZE 690,700 S.F.(15.8563 ac.) 100.00% 690,700 5fl15,8563 w.) IM00% ZI OF
11� - �1, CONSTRUCT 5' CONC WALK
$ 0 \ rND 518" RIC
CONSTRUCT 65 L.F. V. EL. 14.J9 18 14942" (TYP. SEE DETAIL ON SHEET 5)
LJ,
15" RCP JOB No.
I&Y. EL. 14.57 7
04-762
UTILITY NOTFJ
1.) ALL SANITARY SEWER UPSTREAM OF SANITARY MANHOLES
COMING FROM OFFICES SHALL BE CONSIDERED LATERAL SERVICES
AND SHALL BE 6" PVC AND SHALL BE INSTA4LED WITH 1.0yo MINIMUM SLOPE.
2.) ALL SANITARY SEWER FROM HANGARS SHALL BE 6* DUCTILE [RON PIPE
CONSTRUCTED AT 1.0% SLOPE TO THE GREASE TRAPS PROVIDED. FROM THE GREASE
TRAPS TO THE SANITARY SEWER COLLECTION TRUNKLINE. THE SANITARY SEWER
$HALL BE CONSIDERED LATERAL SERVICES AND SHALL BE 6* PVC INSTALLED
AT 1.0% MINIMUM SLOPE.
3.) CLEANOUTS $HALL BE PROVIDED PER FLORIDA PLUMBING CODE REQUIREMENTS,
4) EACH BUILDING SHALL RECIEVE A ONE INCH METER AND BACKFLOW ASSEMBLY.
5.) THE INSTALLATION OF TWO FIRE HYDRANTS FOR THIS PROJECT SHALL ENSURE
NO MORE THAN THREE HUNDRED BETWEEN THE BUILDINGS AND A FIRE HYDRANT.
Ex.
43 cp
INSTALL 6" SAN. SERVICE
0 1% SLOPE WITH
REQUIRED CLEANOUTS (TYP)
INSTALL
(1) 1500 GALLON OIL SEPERATOR WITH CLEAN OUT
(EACH HANGAR SHALL BE CONNECTED
TO SANITARY SEWER THROUGH OIL SEPERATOR)
I
rV,
A Q
w
p
WATER OVER
SAN. 18* MIN.
EXISTING ASPHALT APRON
PARCEL-8
690p 700 SO.. FT.
� 15.86 AC.
PROPOSED METAL
HANGAR 11
12,000 S.F.
14.944 S.F. TOTAL
:vi
HT.w35'
u-
F.F.E.=24.67
6
2,000 S.F.
OFFICE
14,,
Fit,
v
ti
w
"77 , -4
SZ - -_t�
4
Ilk,
Ib
t
4
7
qq:
+
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MH-
o.
..........
K
-4
gim w,
IST. DIRT YOU d
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It
0<-
1,11 v- I,icv
vei
ois- (01N 4.
F;� 14P
% A10
/*
%
7 .1
IV e
u
% MH
AN
INSTALL V SAN. SERVICE
0 1 X SLOPE WITH
REQUIRED CLEANOUTS (TYP)
U
I FND 518 0 RIC
18 14942"
, \o
0
J;t�
EXISTING 'COWROTE
. . A)i V,
/0 . . LN .
Iw.
�O. 18
CONSTRUCT I POLY SEWCEt
TO POINT OF CONNECTION FOR
411
8
EACH BUILDING (TYP)
1> -CONSTRUCT 370�L.F.
p
2w WATER M" �l V
1>
. > V
6, cs'
C/O
RIM EL. 23.86
VAL WBOX
EXtST. SAN. MANHOLE
RIM EL. 23.27
CIO RIM. EL. 23.31 INSTALL 396 L.F.
X,,,
T --AN. MANHOLE ---8' SAN. SEWER
RIM
EL. 2.3 2,5 0 0.4% SLOPE
C/C
INV. L. 2
EXISTING HANGER
4'0 LIFT F.F.E.=24.41
S TA rION
TOP EL. 24.47
E. INV. EL. 18.74
-c5;5
SV's
j
'441 ------
ON lf(W(f. - TIX5 -------------------------
.1 _CO ------------------ I ------------ ------
_,4R
INV-22 04 EXISTING BUILDING
4xI0
0.5,�_!- F.F.E.=25. 11
EQ QSU2
_7 ,_�
LOADftG 4X6
z0K I g TRAJ
I PAD
co
ll�
ID
20.3r
PARCEL 7
�l 20 00
20.00
EXISTING HANGER
5
12 WES T
00
FFE=23.95
li
9
j
120.00' 00.00'
PL
LONC oil
EXISTING ASPHAL T PA E! _/ cs
ENT
DRAINAGE DiTCH CONSTRUCT 400 LF 80 WATER
MAJN AT 360 COVER
'20 CUP
INSTALL
EXISUNG SAW. MANHOLE 4.x2" REDUCER
RIM El. 22.74
INV. V), 11.4
INV. SE. 11.36 - - - - - -
BOT EL. 11.24
7
to
--- -------- ----- --
LX151 LP
EXIST FP
---------------------------------------------
APPROX 10CATON OF 10" WY
10 Bid Af6W
EV - 25689
AOO TOP OF SAN MH
TOP=25.89
SE= 13. 14
NW=IJ.09
INSTALL 90 L.F. 8" SAN. SEWER
0.4% SLOPE
CONSTRUCT 133 LF 4" WATER
MAIN AT 36" COVER
WATER OVER SAN.
18" MIN.
INSTALL
(1) 10- X 4- TAPPING SLEEVE AND VALVE
(1) BSP
INSTALL
(1) FIRE HYDRANT ASSEMBLY
(1) BSP
INSTALL 395 L.F. 8' SAN. SEWER
0 0.4X SLOPE
CONSTRUCT 440 LF 4" WATER
MAIN AT 36w COVER
INSTALL
1" METER AND BACKFLOW ASSEMBLY
AT EACH BUILDING (TYP)
CONSTRUCT I" POLY SERVICES
TO POINT OF CONNECTION FOR
EACH BUILDING (TYP).
m&QA8D_sfP_ARAFiom STATEMENT FOR wATERIsrwER courucr
1.) SANITARY SEWERS. FORCE AWNS AND STORM SEWERS SHOULD CROSS UNDER
WATER MAINS WHENEWR POSSIBLE. SANITARY SEWERS. FORCE U4INS AND
STORM SEWERS CROSSING WATER UAJNS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF
THE LOWER PIPE WHENEVER Possi&Lr.
WHERE -SANITARY SCWERS� FORCE U41NS AND STORM SEWERS MUST CROSS A WATER
"4JN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER
MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING (DIP IS NOT
REOUIRED FOR STORY SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO
PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO jOINTSt ALL JOINTS ON
THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY
RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT
CROSSINGS.
_AU CROSSINGS $HALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER
MAIN PIPE JOINTS ARE EOUIDIS7ANT FROM THE POINT OF CROSSING (PIPES CENTERED ON
THE CROSSING).
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES
VERT(CAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM
SEWERS) AND THE' NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING
REOUIREVIENTS ABOVE.
2.) A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY
TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE
IN CASES WHERE IT is Nor POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION.
THE WATER MAIN MUST BE LAID IN A SEPARATION TRENCH OR ON AN UNDISTURBED
EARTH SHELF LOCATED ON ONE SIDE' OF THE SEWER OR FORCE MAIN AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP
OF THE SEWER.
W74CRE IF IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF' 18 INCHES IN PARALLEL
INSTALLATIONS, THE WAFER AWN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR
THE FORCE MAIN SHALL BE CONSTRUCTED OF' DIP (EXCEPT STORM SEWERS) WITH A
A41NIMU-W VERTICAL DISTANCE OF 6 INCHES. THE WAFER MAIN SHOULD ALWAYS BE ABOVE
THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE
FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
J.) ALL DIP SHALL BE CLASS 51 OR HIGHER. DUCTILE IRON FITTINGS SMALL BE CLASS J50.
ADEOUATE PROTECTNE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED
BY THE ENGINEER.
UTILITY NO
1.) LOCATION OF U77LITIES AND SERVICE POINTS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY.
2.) SANITARY SEWER PIPE SPECIFICATION- PVC ASTM D-3034, SDR-35, SANITARY SEWER JOINT
SPECIFICATION.- ASIM D-3212.
J.) PVC WATER PIPE OR FORCE MAINS LESS THAN 40 NWETER SHALL BE SCHEDULE 40,
OR SOR 21 AS REOUIRED BY COUNTY STANDARDS.
4.) WATER "dJN PRESSURE' TESTING 150 PSI
5.) HYDROSTATIC TESTS CONSISTING OF PRESSURES TEST AND LEAKAGE TEST SHALL BE
CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND
APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH AWWA C-600 OR U-23 AS
APPLICABLE.
6.) DISINFECTION OF THE WATER DISTRIBUTION SYSTE41 SHALL BE PERFORMED IN ACCORDANCE
WITH AWWA C-651, DISINFECTING WATER MAINS.
7.) CONTRACTOR TO FOLLOW ST. LUCIE" COUNTY UTILITY WATER AND WASTEWATER
UTILITY STANDARD.
a.) FOR ITEMS NOT ADDRESSED IN THE Sr. LUCIE COUNTY UTILITY WATER AND WASTEWATER
U77LITY STANDARD SPECIFICATIONS, FOLLOW FOOT STANDARD SPECIFICATIONS, LATEST
EDITION.
9.) EACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN ACCORDANCE WITH
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND LOCAL UTILITY AUTHORITY STANDARDS
10.) SLOPES FOR 4' SEWER SERVICES To BE MINIMUM 2X, AND SLOPES FOR 6" SEWER SERVICES
TO BE MINIMUM IX, UNLESS OTHERWISE SHOWN ON PLAN.
11.) SPACE CLEANOUTS NOT MORE THAN 75' APART.
12.) CONSTRUCTION CLE4NOUTS AT EACH BUILDING WASTE LINE' 2' OUTSIDE BUILDING WALL AND
COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING PLANS.
MANHOLE NO,
T:)P ELEV.
INV. ELEV.
NV.
MH-1
23.52
SW 18.9-7
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SHEET NO.:
U 3
OF
La
ir§ JOB No. 7
(L 04-762
Ij
51
EXIST EP
- - - - - -- - - - - - - - - - - -
TAXIWAY CHARLIE
- - - - -- - - - - - --- (� - - - - - -
41Y NGVID
CLEV - 22.06
5'X15' CONC
RUNWAY SIGN
PAD
S 44*51)58pl!E
FND PK&D NO ID
4 2,21 - S. E;.
ON LINE
L71
N
MAINTAIN MINIMUM OF 250' BETWEEN
CAOF TAXIWAY AND CONSTRUCTIO 'EXISTING . ASPHALT 1PRO
ACTIVITIES AND BARRICADES. z- N
A.
CONTRACTOR
OF CONSTRUC
S 44051'58" E J 18.219 p
655.64'
S 45*08'02" W
93.00 p
P08
PARCEL 8
C)
PARCEL 7
V
--c4 -,>c I> 40
401
-L
PROVIDE TEMPORARY 77 -:1�06-0'-=--= T rp�
7- IN
BARRIER I> E,�ISTING COI�CREiTE
PROPOSED METAL i L> I., ' '>
0
HANGAR #1 i.
12.000 S.F. IL& 1>
F. TOTAL luiw I> 1> V� I-%
14,944 S. L) a. I>
HT.=35' j* a
-t .
F.F.E.=24.67
50.0* 50.0' 75.2 P, I> .00
P I > 1> I> 120.00'
w
m PL
cs
I> . > EXISTING ASPHALT PAVE
I L7H I
w I
ISM*
N r --o 375.0*
\J
W
L LLI PROPOSED METAL
z
HANGAR #2
130.9' 0. 12.000 S.F.
En 0
10
0 14,000 S.F. TOTAL
0: 36 0 EXISTING HANGER
HT.= d
t'
F.F.E.-24.67 a F.F.E.=24.41
0" Q)
5x5
Cs Lf)
z ------------------------------------------
2.000 S.F. Pi ------------- 4K 161 Z
to
L I I -------------- TN
L-39.2-r �T EXIS Cs U-) x
76.3'- R.2&00i 3 L-59,69,
W.00. R-3& F. F.E. =25. 11
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---- --4 ----- 4 - - 11 ---
R L 20' 1 lb FITT
N IF I 1�
211.3'
LOAD.40
75.37* zow
ol
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6.90,0000
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41
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ADDITIONAL AREA AVAILABLE
<
FOR CONTRACTOR STAGING
AND MATERIAL STORAGE.
0.
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AQ
Q LEGEND
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0- �6 '41
*v
PROPOSED CONCRETE AREAS
X PROPOSED ASPHALT
Ao
0 PROPOSED HANDICAP SPACE
C/k v
F. F. E. PROPOSED FINISHED FLOCIR ELEVATION
PROPOSED CATCH BASIN
PROPOSED DRAINAGE DIRECTIONAL ARROW
7yo
PROPOSED SIGN
0
PROPOSED MrrEREb END SECTION (AkES)
%
, I
/Vl
XX. XX PROPOSED ELEVATION
e� 'cXx.xx E>aSTING ELEVATION
-130.9-
L 39 27
2 OD
qo�:00
EXISTING CONCRIM AREAS
z;; EXISTING ASPHALT AREAS
CONTRACTOR ACCESS
0 THE STE
FND NAIL
OF SLOPE
IMW-
20.00
EXISTING HANGER
12 VIES T
FFE=23.95
9
0
ST. LUCIE
S1 TE ;m INTERNATIONAL AIRPORT
CONSTRUCTION DRIVE
ACCESS _/ AIRMANS A lgv%h�
c
yzo/\4/1�-
AIRPORT
z
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2
INDUSTRIAL
0
0
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TOWNSHIP
34 SOUTH
30 jf29
RANGE 40
EAST
0
0
ST. LUCIE
BLVD. 31 j
32
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(AIRPORT
ROAD)
to
C14
CL
LOCATION MAP
N.T.S.
I
GENERAL NOTES
1. CONTRACTOR SHALL COMPLETE THE WORK SHOWN WITHIN THE AREA OF
CONSTRUCTION WITHIN A TIME PERIOD OF 270 DAYS OR LESS.
2. CONTRACTOR SHALL OPERATE ALL EQUIPMENT AND PERSONNEL, AND STORE ALL
MATERIALS AND CONSTRUCTION DEBRIS WITHIN THE AREAS OF' CONSTRUCTION
AS INDICATED ON THIS PLAN. AT NO TIME SHALL CONTRACTOR OPERATE IN
OTHER AREAS OF THE AIRPORT UNLESS ARRANGED PRIOR NTH OMER AND
PROPER VEHICLE SIGNAGE. COMMUNICATION EQUIPMENT, AND/OR ESCORTS ARE
PROVIDED.
3. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AS INDICATED ON SITE
PLAN TO CONTAIN CONSTRUCTION ACTIVITY WITHIN INDICATED AREA OF
CONSTRUCTION AND SHALL ENFORCE CONTAJNMENT OF PERSONNEL WITHIN
BOUNDARIES TO PROVIDE ADEQUATE SEPARATION OF CONSTRUCTION AND
AIRPORT ACTIVITIES.
4. CONTRACTORS SHALL UTILIZE EQUIPMENT THAT IS CONTAINED COMPLETELY
WITHIN INDICATED AREA OF CONSTRUCTION AND EXTENDS A MAXIMUM OF 100.0
FEET ABOVE GRADE OR LESS.
5. CONTRACTOR AND PERSONNEL SHALL OBSERVE AND COMPLY WITH ALL AIRPORT
RULES AND REGULATIONS WITH REGARD TO AIRPORT SECURITY AND SAFETY.
6. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO OWNER, AIRPORT
REPRESENTATIVE. AND LOCAL FIRE DEPARTMENT IF ANY WATER DISTRIBUTION
SYSTEMS OR FIRE HYDRANTS MUST BE TEMPORARILY DEACTIVATED OR IF ANY
EMERGENCY ACCESS ROUTES MUST BE REROUTED OR BLOCKED.
7. CONTRACTOR SHALL USE LOCAL 911 SERVICE FOR MEDICAL OR POUCE RESPONSE
NOTIFICATION.
8. UPON DISCOVERY OF ANY HAZARDOUS MATERIAL, CONTRACTOR SHALL CEASE
WORK IMMEDIATELY AND NOTIFY OWNER.
9. CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO AIRPORT STAFF PRIOR TO
ISSUANCE OF NOTAMS. CONTRACTOR SHALL OBTAIN APPROVAL FROM AIRPORT
PRIOR TO OPERATING CRANES IN AREA OF CONSTRUCTION.
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS AS
REOUIRED BY AIRPORT AND LOCAL JURISDICTION.
11. CONTRACTOR SHALL NOTIFY "NO CUTS" 48 HOURS PRIOR TO DIGGING OR
EXCAVATING ANYWHERE WITHIN THE CONSTRUCTION AREA.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES OR FINES IMPOSED
AIRPORT RULES AND REGULATIONS.
13. ACTIVE TAXIWAYS AND RAMPS SHALL BE KEPT FREE FROM ALL DEBRIS, DIRT, OR
LOOSE MATERIALS AT ALL TIME& WATERING MAY BE REQUIRED BY AIRPORT OR
FAA TO CONTROL DUST.
14. ANY EQUIPMENT OR MATERIALS LOCATED OR STORED WITHIN 200 FEET OF
AIRCRAFT MOVEMENT AREAS SHALL BE SECURED ADEQUATELY TO WITHSTAND
AIRCRAFT BLAST.
15. RESPONSIBLE REPRESENTATIVES / POINTS OF CONTACT:
OWNER: B&E HOUCK ENTERPRISES
(772) 489-2285
AIRPORT: ST. LUCIE COUNTY AIRPORT DIRECTOR
(772) 462-1732
FIRE DEPARTMENT: 911
FAA TOWER: (772) 465-0761
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SHEET NO.:
U 4
Zj OF
JOB No 7
Qj 04-762'
=m&�.� mmmmmi
ELEV. 2.150
ELEV. = 23.00
ELEV. = 22.50
A
L
INV. ELEV. = 20.50
12'WEIR
W
15' PIPE TOP ELEV. 23.50 BAFFLE
ELEV. 22.50
0
6" SUMP
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12* WEIR k.0 LLI 0 0
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- - - - - - - - - - - L (N
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15" PIPE
4
BOTTOM OF DRY n u) z
DETENTION = 21.50 ctf �mj
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RETENTION VOLUME L'j G 0)
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PER DRAINAr�E :D
TO ATTACH TO WALL (BAFFLE) Lj� _j to �c
CALCULATIONS
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NOT TO SCALE NOT TO SCALE
OU'lor""ALL 571RUCTURE DETAIL OUTFALL STRUCnARE Dt I AM ouTFAu smucru.QE DETAa NOT TO SCALE DETENTION SECTZON NOT TO SCALE
W 2
8- 6- VARIES 6w 8' R3,-3p Z r
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1% SL PE, TYPICAL
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b% Li
6' 12'
A
C?CHOALITSIE CTO T
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Bw STABILIZED SUBBASE SWALE ELEVATION, SU ;A
FBV40 SEE PLAN 6 1/2" LIMEROCK OR STOP
CO2UICO PACTED TO 98% MAXIMUM b
NA STONE BASE COURSE 12". P.2'-48 12
RY DENSITY T X
RADIUS VARIES
io C, I
z POINT
Ic MATCH TO EXISTING 6ROUND U)
PER F. D. 0. T. INDEX #17346 ELEV. AT PROPERTY LINE CL OF SWALE GRASS PAPKI?-* AREA
ISTOPSAR (MIR ELEV. 22.6)
NOT TO SCALE NOT TO SCALE FINISH GRADE 10' <
INVERTED PAVEMENT SS=0N STQXRrNCv DETA.M
—V -------- 4 ---- --------
+ES < C)
z z
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6- WIDTH AS SHOWN ON PLAN
11/40 ASPHALTIC CONCRETE SURFACE COURSE TYPE 5-111 1- RI/2'
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A a
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SUBBASE FBV 75
LOCATIO9* ONE PER STREET INTERSECTION
>
C
ONCRETE
7 3000 PSI MAX < n
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nlPWAL PAVEMENT SECUON NOr ro scAL.E SzDEwALKDL=TAn Nor ro scALE STOP SZON d STOP BAR TO SCALE
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COMPACTED TO 100% (ASTAA 01557)
A A Ld
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12u STABILIZED SUBGRADE LBR40 INV. ELEV. 19.50 ZrX14' ELLIPTICAL RO
COMPACTED TO 100% (ASTM D1557) INV. ELEV. 19�50
wz
N
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23'44' ELLIPTICAL x
<
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P.Cp SUNSOC STATE O&C-CALL OF 0 a c u uc
SHEET NO.:
< 5
OF
ji
w
h"T rO SCALE of6 --a No. :7
Nor ro scALE BUB47LE-UP DETAIL (PLAN VIEW) NOT TO SCALE BUBBLE- UP DETAIL (SEC71ON A -A) Nor To 5cALE BUBBLE -UP DETAIL (SECUON B-B) _Z
FOR APRON AND AIRPLANE TRAFFXC AREAS-1 FT
TYPWA L. PA VEM ENT SE47ION
1 0 104-
n
1 1�2' CURB STOP NIPPLE-\
EULLER H a OXI 980 ::4�
-103132 89 1 '8' DEEP LETTERS TO BE CA%T
r I �n
OR APPROVED . DUAL 41 \ I //�,B H 3. DLk BRONZE DISC LOCK HYDRANT TEE
2' x 2' x 6' 1 HICK 12* ZE OF VALVE EXISTING GROIJ�D BASE REPLACEMENT LIMITS OF NEW
CONCRETE PAD WITH IT�4-\+ OF VALVE PAVEMENT 0
REBAR AT EACH SIDE 0 -��YPERVICE I 1 0 CT)
VALVE BOX _N & NUMBER OF REMAINING BA
TO OPEN FINAL 6, MAIL SIZE TRENCH WIDTH SERVICE TU81NG I- TO 1 1/2- SHALL BE
BACKFILL PCLYBVTYLENE OR POLYETHYLENE
! to"ZE Chw
ANCH. IN CONC. PAD SEE NOTE I VARIES
r4. AW LIT AND
NO En
L RISE �E EXISTING C
ASPHALT) MECHANICAL SAW CUT PLAN I.- Z
, lz� CEMENT =IIC*HNEVW uj
M TH M OF
A n ENT 4
P V
MECHR�� SAW
U jSn EMEN
NEAT HT LIE
PLAN VIE
12' MAX GRANULAR BACI(FILL EXISTING PAVEMENT IN A LLJO V)
CONCRETE VAM COLLIN "WATER TO BE CAST IN COVER Z Cr Lj
WHEN USED ON WATER MAIN, OR NEAT STRAIGHT LINE (TYPICAL) DOUBLE STRAP TAP SADDLE Z3 CL z
*SEWER' WHEN USED ON FORCE INITIAL E
MAIN, OR -REUSE- ON RECLAIMED BACKFILL TAPPED AWWA THREADS Z a. Eli
-1 24'X24*X6* CONCRETE < ELI
24*44"xB" THICK MAIN AND SHALL HAVE BOLT DOWN TACK COAT PAD
CONCRETE COLLAR COVER IN TRAFFIC AREA. .... .
ALL SURFACES 12" 12' ASPHALTIC CONCRETE GROUND OR� w GRADE
... BEDDING MATERIAL & EDGES OF 2.500 PSI -
#4 REEIAR MOUNT BRONZE DISC, WITH /_ TYPE & THICKNESS TO PAVEWENT x
. . . .. OF EXIST94G
... CONCRETE
VALVE NOMENCLATURE MATCH THE ADJACENT ROAD SURFACE L_
FINISH GRADE MATCH EXISTING SURFACE PAVEMENT SEE NOTE 5 (MIN. I* THICKNESS) I
EXISTING APPLY TACK COAT 0) 'q
L PAVEWIW EXISTING PAVEMENT �') C)
1 a fv 6' MIN. �IF TRENCH I GRADE IS ROCK OR OTI IER TO CONCRETE MECHANICAL SAW CUT CORP STOP c
NON-CU 110NING MATERIAL) (TYPICAL) r36.xm*x6' CONCRETE
ONTRACTOR. 6' GATE
METER BOX TO BE SUPPLIED BY CONTRACTOR. PAD 10
METER BOX TO BE POLYMER CONCRETE VALW
1 1/2' CURB STOP ROAD MATERIAL NOTES: EXISTING _W__E_ (SEE VALVE
BOX/NIPPLE 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6' LIFTS AND SHALL AND FIBER REINFORCED POLYESTERL SETTING
CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED NOTES: DETAILI
LIMEROCK 3/8--7/8- S17JNGo UNSUITABLE IN -SITU MATERIALS SUCH FINAL 112-1 12" n (A > z
rl lrr� 0
AS MUCK. DEBRIS AND LARGER ROCK S14ALL BE REMOVED. 81ACKFILL JF�MIN MIN DENSITY REQUIREMENTS I MIN. SERVICE LINES SHALL BE AS FOLLOWS: I- FOR SINGLE AND DOUBLE Do
CAST IRON VALVE BOX SERACES WHERE METER SIZE IS 5/8% 1 1/2' FOR SINGLE AND DCXISE
2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH 2! 1 OOX T-99, EXCAVATION & EMBANKMENT SERACES WHERE METIER SIZE IS I .
APPROPRIATE: COMPACTION UNDER THE PIPE HAUNCHES. INITIAL <
LOCATOR :IOOX T-99. COMPACTED SUBGRADE 2 COMPRESSION FITTINGS SHALL BE SUITABLE FOR TUBING USED AND REQUIRE UNCIS 0 SCc 0 >- L_ Ln
WIRE E VALVE 3. 714E PIPE SHALL BE PLACED IN A DRY TRENCH. BACKnLL LLJ 7- 0)
rAST SPECIFIED) - 98% T-180. STABILIZED SUBGRADE METAL (S.S.) INSERTS. j -
UNDISTURBED SOIL 6' X 12' CRADELCK > ::) q
4. BACKFLL SHALL BE DONE WTH APPROVED MATERIAL, CLEAN AND ERIE 12- 1 2V, - 98% T- 180, ROADWAY Of _j to
P.V.C. OR D.I.P. PER OF ROCKS, MUCK AND OTHER DEI ETERIOUS MATTER AND COMPACTED 95% T-180, SHUD. PAVM'T.1 UMEROCK 3 DOUBLE SERMCES REQUIRE *U" BRANCH WAIN ANGLE CLAR13 STOPS. 6- DUCTILE IRON PiPE w/ U.J. SPLIT GLANDS
APPROVED PLANS BENEATH THE HAUNCHES OF THE PIPE U53NG MECHANICAL TAMPERS '0 TRENCH /SHELL (ROTATE TO FINAL GRADE) D
-99. - 98% T-180, DRfVE:WAYS 4 POLTBUTYLENIE SHALL BE AS DEFINED BY A.S.T.U. D2666 SDR9 AND ELEVATION
100% MAXIMUM DENSITY AS DETERMINED BY AASHTQ T A.W.W.A. 902. LATEST EDITION. AND BE PRESSURE RATED FOR 250 PSI.
WIDTH * 95% T-180, UNPAVED AREAS BEYOND <
5. SACKFll_L TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO CTION VIEW THE 2 TO I SLOPE FROM 5 POLYETHYLENE SHALL BE AS DEFINED BY A.S_TAd. D2737 SDR9 AND NOTES:
A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO iOOX WAAMUM s EDGE OF PAVEMENT z
DENSITY AS DETERMINED BY AASHTO T-99. NOTES A.W.W.A. 901, LATEST EDITION. AND BE PRESSURE RATED FOR 200 PS. 1. HIDRANTS SHNI BE INSTALLED PLUMS AND TRUE,
2- VALVES S;HALL BE PLACED ADJACENT TO MAIN. AM TIED TO rEL 0
SQUARE CONCRETE PAD, I.PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SliALL BE FULL LANE WIDTH, 6 TUBING SHALL BE MARKED WITH SIZE, WANUFACTUREnS NAMF_ WORIONO 3. ANCHOR TFES ARE REQUIRED. 0 0 5 0
(8- THICK. 1 CU, FT.) TYP. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT. PRESSURF_ NATIONAL SANIIIATION FOUNDATION APPROVAL, A.S.T.M. 4. ALL KfDRANTS SMALL BE TEE'D OFF OF MAIN, - Li
REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS
AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY 2.WHEN AN ARTERIAL OR "OR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE SPECIFICATION AND PRODUCTION CODE TUBING SHALL HAVE AN OUTSOE 5. HYDRANTS SHALL NOT BE PLACED IN SIDEWALK. ROADWAYS OR EAKEPATHS_
AASHTO T-180. ROADWAY INTERSECTION. THE ENTIRE INTERSECTION SHALL BE OVIERLAJO WITH ASPHALTIC CONCRETE. DIAMETER EOUIVALIENT TO THE OUTER DIAMETER OF COF�PER TUBING. 6. PIPE FROM MAIN TO HYDRANT SKALL BE RESTRAINED, _j LLJ
B. WHERE "NO' PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE 3.WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO 7. HYDRMT aWial COLOR To BE OSHA YELLOw AND so"a OSHA WHITE. Lj <
8. THE CONNECTOR PIPE SHAUL BE DUCTILE PON. AW*A C15.3 ANSI A21.53 MO GO U
NOTES� THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYIERS'10 TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL 13C OVERLAD WITH ASPHALTIC CONCRETF Li-i z
1. WHEN TOP OF OPERATING NUT IS DEEPER T 42-, A HIGH STRENGTH STEEL EXTENSION WILL A 90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, TWO OPEN CUTS OR LESS AT THE INTERSECTION VALE REQUIRE OVERLAYNG WITH ASPHALT ONLY IN POSMONED BETWEEN THE FpE HYDRAW AND GATE VAUyC G1
�i&N 9. THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE > F-
THE OPEN CUT AREA N -
BE REQUIRED TO BRING OPERATING NUT 12 BELOW FINISHED GRADE. A STEEL CENTERING CN
PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. 7. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL 4.THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS PRIOR TO OVERLAY. HYDPANT CAN BE ADJUSTED TO ENSURE PLACEMENT AT THE PROPER GRADE 0�
TRENCH SAFETY REGULATIONS Z 0
THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. PAVEMENT 10. THE CONNECTOR PIPE SHALL RAW AN ANCHORtNG FEATURE AT BOTH EMOIS So 0 p, Li
2. COVER SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAJNS, GREEN FOR SEWER MANS MARKINGS SHALL BE IN ACCORDANCE TO F.O.O.T. SECTION 711. THAT WHEN USED WITH UJI. SPLIT GLANDS A RESTRAINED JOINT IS PRCVIDED� Lj 1, 0-
AND PURPLE FOR RECLAIMED MAINS, BOLT DOWN COVER IN TRAFFIC AREAL 11. THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WTH AW%A Lli
3. COOO PAI.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE SOX. 5. 2500 PSI C014CRETE SK41L MATCH EXISTING BASE (6- WIN.) C I 10 ANSI A21.4.
4. REFLECITVE PAVEMENT MARKERS(RPM) SHALL BE 6- FROM THE EDGE OF PAVEMENT AS PER
DOT INSTALLATION SPECIFICATIONS. WATER RPM'S *BLUE*. SEWER RPM'S "GREEN" AND RECLAIMED
WATER RPM'S "PURPLE".
UTIL2TY ROAD cur SERVICE CONNE67ION DETAXI FrRE HyoRANT
'7-EQ
AXt (GATE VALVE) NOT TO SCALE TYPICAL TRENCH DETAIL Nor To 5cALE Nor To WALE Su I " M& NOT ro SCALE NOT TO SCALE
VALVE SFTTZNGv DET PAVEMENT RES TORA TION INS TAUA TION DETAIL— F
W z
LENGTH OF JACK & BORE Z c
FIN. GRADE 0
a. DEPTH OF e-Low POINT OF SWALEA
Q ROADWAY /COVER PER
PLAN OR
PERMIT REO.
HOUSE
24' MIN.
LENGTH OF' CASING PIPE PEI? LATERAL
PLACE EOUID/SIANT EACH SIDE OF Ra4DWAY CL 5*. 5'x 5' THICK
INSULATOR SPACING CONCRETE COLLAR
A VATH VARE MESH
TABLn
REINFORCING.
OR
MiN �F .9. 5'x 5'x 8' COLLAR
---DING WTHOUT REIWORCiNG.
ELM 1/8 (TYPICAL) PROPERTY
SLOPE PIPE C43ING PIPE UNE
TO ONE END A -j CARRIER PIPE, ON Y-4. ANGLE VARIES (ROTATE WYE BRANCH
,STALL ENOLINK SEALS MATERIAL PER PLAN SEWER AND BEND AS REQUIRED)
Bl' THUNDERLINE INC OR SPECIFICATIONS CLEANOUT FRAME & TYPE 'B-2' WELL COMPACTED SOIL BEDDING PICK HOLE
FINISHED OrADE--\ I MAN 0 WYE & CURVE (TYPICAL)
OR APPROVED EQUAL " "+ COVER TO BE CLOW 0�
PIPE SIZE, IN.
STEEL r4STN_G
SIZE, IN.
I INSULATOR
SPACING, Fr.
MI' WA
THI&N
4
N" �4Q v
6*X6'x4'X4* P.V-C- `Y�
L14 414
El 11
7z-
1 zu
I
CASING INSULAT R FOR DOULILL "WN.
CONCRETE ENCASEMENT
BY CASCADE WATER < I . - I ! 1. �. . LLJ
WOPKS MANUFACTURING STAINLESS STEEL SEWER
COMPANY Or APPROVED murs & BOLTS 6' X W L.R. MAN F"SHED GRADE
EQUAL. 6. SEND P.V.C. WYE OR T-WYE V)
8" X 6* WYE BRANCH 40 SINGLE CONNECTION
7�1 �7--i i tx/////
STEEL CASING PIPE E�' 1 0
CARRIER PIPE PLUG PROPERTY LINE Z <
NOTE, CARRIER PIPE To BE DI.P. MECHANICAL JOINT WATEFRIGHT P.V.C. STOOPPER W1 <
W1 RETAIINERS STAKE AND ELECTRONIC MARYER
(TYPICAL) NOTES:
NO SECTION A `oE VARIES I- COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVDJENT.
Z WINIAUM WEIGHTS: COVER - 160 LSS.. FRAME - 250 LEIS_
1, CASING INSULATORS SHALL BE MADE ITH SPECIAL RUNNER HEIGHTS SO AS 140T TO INTERFERE NOTES: 1 FRAME AND COVER ISAALL BE U.S, FOUNDRY NO. 410 OR VULCAN
WITH PIPE JOINTS. SECTIO 1. INVERT OF LATERAL TO BE 36* FROM FINISHED GRADE EXCEPT ON WATER NO. 44 OR APPROVED EQUAL
LINE SIDE OF STREET R/W WHERE IT SHALL DROP TO 4a- AS SOON AS 4. MANHOLE COVER SHALL HAVE THE WORDS -SANITARY SEWER-
2, ALL CARRIER PIPES ShALLH4Vr MECHANICALLY RESTFANED JOINTS. DEPTH OF SEWER MAIN PERMITS CAST IN METAL Lij
J. INSULATOR SPACING SMU BE AS REQUIRED By THE MANUFACTURER, HOaWRI No LESS THAN 2. THIS DETAIL TO BE USED WHEN TOP OF SEWER MAIN IS LESS THAN 7'-0'
FOUR (4) WING INSULATORS SHALL BE INSTALLED PER LENGTH OF PIPE- DEEP.
4. CASINr' LENGTH SHALL EXTEND A MMINJUUN OF 6 FEET BEYOND THE EDGE OF PAVEMENT OR 3. INSTALL MAGNETIC MARKERS AT FHE END OF EACH SERVICE EWE OR
OPPOSITE WYES AND RECORD LOCATION. <
CURS110G.
jAcK a BORE DETAIL NOT TO SCALE TIERAXNAL, CLEANOU'r DETAXL IL T TO SCALE
VER ry I
NOT TO SCALE SAAlrTARY SEWER SERVrCE DETA NOT TO SCALE SANITARY SEWER MANHOLE
FRAME AND CO
Lij 0 LL
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FINISH GRADI--,', E & COVER ct�
( SEE DETAIL REMOVABLE GAS TIGHT MANHOLE FRAME AND < < Z
wz M COVER FOR TRAFFIC BUTY ANTICIPATED
r. PRECAST RING OR :D
2-0- BRICK WITH MORTAR FINISH
2 COURSES WIN., 5
COURSES MAX. CORE DRILL MANHOLE z 0
AND GROUT IN COUPLING z
PRECAST REINFORCED WITH NON -SHRINK GROUT
CONCRETE SECTION OR USE APPROVED INLET =-Ii, OUTEZT < U
KEYED TO LOWER WALL RU88ER BOOT.
z
No 4 WIRE 3 x 6 MESH
Ai.T.M. SPEC. 20 OR L ry
14 0 12- E.W.
CLI60 PVC TOP VIE [-Lj
BRICK RUBBLE BEDDED TEE u
4*- 0* LAIN. AND COVERED WITH < -
8. SLOPE 3/4' GROUT OR CONCRETE CLI60 PVC 45` MANHOLE M U :D
PER FT PIPE O.D. PLUS 4' ALL BEND GRADE COVER RUE PAD Ld Z
AROUND WITH KEYWAY
4
5" MAIL—] TWO STAINLESS STEEL STRAPS TEE WITH
8' CONCRUE SLQ ANCHORED TO MANHOLE WITH CLEANOUT PLUG
MON(MUTHIC POUR WITH .7 STAINLESS STEEL FASTENERS
FIRST WALL SECTION
#4 0 12- E.W.
INLET
NOTES: OUTLET
1. PRECAST CONCRETE TYPE 11, 4000 P.S.I.
2. 'RAMNW OR EQUAL AT ALL RISER JOINTS (1/2" THIKX WITH WIDTH AT
LEAST 1/2 THE WAL. THICKNESS) WITH GROUT ON INSIDE AND TOP OF FLOW CHANNEL
OUTSIDE. TEE WITH
3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING CLEANOUT PLUG
GROUT. NOTES:
NOTES: 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW 1. ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE
STREAM. ( SEE DETAIL ) . .. .
I. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH APPLICABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY. m u
5. LIFT HOLES ARE PERMITTED. vi z
FLOW WITHOUT OBSTRUCTION. 2. DROP CONNECTIONS SHN_L BE REOURED WHENEVER AN 94FLUEW PRECAST CONCRETE
2. PROPERLY SHAPED SPILLWAYS SHALL BE CONSTRUCTED BETWEEN 6. ALL PIPE HOLES SHALL BE PRECAST OR CORE -DRILLED. TAW
INVERT IS LOCATED 2.5 FEET OR MORE ADM THE MAIN INVERT z y
PIPES WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SECTION 3., L) ON
SMOOTH FLOWS. 7. COLLAR OR APPROVED RUBBER BOOT MUST BE USED WITH P.V.C. PIPE. CHANNEL DROP CONNECTIONS sHOULD NOT BE DESIGNED FOR LESS < A I
THAN A 2.5 FOOT DROP. 0
3. BRICK AND CONCRETE RUBBLE PERMITTED AS FLOW CHANNEL BUILDUP. 8. M.H. TO RECEIVE 2 COATS OF IDO% SOLIDS COAL TAR EPDXY INSIDE AND OUT.
4. SIDENALLS OF FLOW CHANNEL SHALL BE AT LEAST HALF OF PIPE FIRST COAT RED AND SECOND COAT BLACK. SECOND COAT ON INSIDE TO BE
HEIGHT AT ALL POINTS. APPLIED AFTER ALL GROUTING. SFAUNG AND OTHER WORK IS COMPLETED.
SHEET N 0.:
6
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DOUBLE -COMPARTMENT 6REASE TRAP ui
INVERT FLOW CHANNEL DETAIL NOT TO SCALE STANDARD MANHOLE NOT TO SCALE SERVICE DROP INTO MANHOLE NOT TO SCALE NOTTO SCALE C�t JOB No- 7
AND OIL SEPARATOR L I aw �z
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JOB No. 7
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1 12J4.2006 1
F�Mf &
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PofANIC& NNvT
cl�
249
CONOCAPPU5 EQ�GTU5
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166
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MAN AM
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5HPO/ CAPOUNPCOM PIAWN6 P�TAIL Nr"
MT,P\IA� 5GHM��
COMMON NAM�
r4uN PWONWOOP
COCOPILUM
511,vEplf-lom
ALL LANP5CAP� MAT�F\I& fO D� FLA. #1 OP, �efV,
rWIA 50P A5 FWUlWI2
MAI,A,�UCA OF\ EUCALYIP116 MULCH (NO CYPP,1�55) A5 WQUIPW fO V1 THIgN�55 MINIMUM IN &I, PLANT rf125
FULLY AWOMATIC KPIOATION 5Y5TEM fO PPOVIPF 100% COVWACZ IN I � MPH WINP
ALL PP,01-111311FI2 5PFCIF5 5HAI, �3E P\EMOVF[2 FP\OM 51f� PP\IOP� fO 155MCF OF CFnFICA1'F- OF OCCUPANCY
,AUI OAK
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5VA, PALM
5vvt�f VIPUPINUM
0
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517� ( HT. x 5PP\,) CONfAlW\,
24" x 18"
24'' x 18''
2411 x 18"
I 2-W x 9', 2-112" 2PH P & P
12-14' x 9', 2-112" TH D & 13
12-14' x �', 2-112" P�H P & D
1 8, 20, 22' O.A, P & �
24'' 18" #
IME
S 89052'78" E 490,70 y
PROPOSED RETENTION
—ioo.o'—
PROPOSED
APRON
12V
PROPOSED METAL
HANGAR #5 'Do'
12,000 S.F.
14,000 S.F. TOTAL
501) HT.=36'
2,000 S.F.
OFFICE 30��Ot)
3�-
mo
100.0' -100V
50p PROPOSED PROPOSED 5op
APRON APRON
120' 120,
PROPOSED METAL 08
301
HANGAR #3 M Ln
PROPOSED METAL 12,000 S.F. a
HANGAR #4 locr 14,000 S.F. TOTAL loo, 50p
500 12,000 S.F. 51W HT,-�36'
14,000 S.F. TOTAL
HT,=36' 69�10
2,000 S.F.
OFFICE 50r)
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-- - -- - -- - -- - -- - -- - -- - - - - -- - -- - -- - -- - --
EX. TOWER
65.99,
EX. BLDG
EX. FENCEN,
7.02'
SYMBOL
LEGEND
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SECTION CORNER
*
LIGHT POLE
FAI
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X
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0
SANITARY SEWER MANHOLE
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WELL
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0
SET #5 ROD AND CAP L13#
4942, UNLESS OTHERWISE NOTED
0
POWER POLE
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CONCRETE POWER POLE
2.58
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2.6 25.J6 20.
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22.76 .9
AIRMANS DRIVE (100' PUBLIC RIW) 25.2 -k
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23.03 A-TOB -
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"LUCIEPORT 1989
PRIMARY AIRPORT
CONTROL STATION
97F
"LUCIEPORT AZ MK 1989
SECONDARY AIRPORT
CONTROL STATION
ST. LUCIE
INTERNATIONAL AIRPORT
o
22.51
LOCATION MAP
LEGAL DESCRIPnON: N.T.S,
PARCEL 8
ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN
SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE TALLAHASSEE BASE MERIDIAN,
ST. LUCIE COUNTY, FLORIDA. THE BEARINGS CONTAINED IN THIS LEGAL DESCRIPTION ARE
BASED UPON STATE PLANE GRID NORTH. THE DISTANCES REFER TO GROUND DISTANCES.
P013 SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT:
23.26 COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT
PA PrJc'l A �nkiTDnl CTATI^hl CTAkA
Q
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THENCE, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 746.05 FEET TO A POINT ON
2 THE CENTERLINE OF TAXIWAY CHARLIE;
THENCE, BEARING SOUTH 44-51-58- EAST, ALONG SAID CENTERLINE, A DISTANCE OF Z
318.29 FEET TO A POINT;
0
THENCE, LEAVING SAID CENTERLINE, BEARING SOUTH 45!08'02" WEST, A DISTANCE OF 0
93.00 FEET TO THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; 0 0
_3
Z W
0
THENCE, CONTINUE SOUTH 45*08'02" WEST ALONG SAID LINE, A DISTANCE OF 776.10 p w
23.30 FEET TO A POINT; U) w
z a-
x zo o
Uj
THENCE, BEARING NORTH 44�51'58- WEST, A DISTANCE OF 293.14 FEET TO A POINT; 2 V)
V)o 0
A
THENCE, BEARING NORTH 89-45'58- WEST, A DISTANCE OF 588.20 FEET TO A POINT;
24.09 Ld to to
THENCE, BEARING NORTH 0907-42" WEST, A DISTANCE OF 410.00 FEET TO A POINT; 0 0
THENCE, BEARING NORTH 89-52-18- EAST, A DISTANCE OF 490.70 FEET TO A POINT;
N Ln
THENCE, BEARING NORTH 45-08'02- EAST, A DISTANCE OF 554.15 FEET TO A POINT THAT a
c� IS 93 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXIWAY ui LU
CHARLIE; (n W
THENCE, BEARING SOUTH 44'51'58- EAST, ALONG A LINE THAT IS 93 FEET
SOUTHWESTERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A
DISTANCE OF 655.64 FEET TO THE POINT OF BEGINNING
THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OFR 0 5.86 U
ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, IN IJO(I AVplyS AS Z
CONTAINED WITHIN THE CHAIN OF TITLE. >
0 Fn <
NOTES: Ld �j Ft
> C)o I� 0)
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF Ln
RECORD. LL 't ('o
0 (b
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. V) LLJ I I
PKII nz v)
BEARINGS SHOWN ARE RELATED TO LINE BETWEEN OLUCIEPORT 1989" AND "LUCIEPORT co
c<, cj AZ MK 1989". SAID LINE HAVING A BEARING OF N 4,VO4'24" W. 0 Of
V) 0
b v LEGAL DESCRIPTION PRO\ADED BY CLIENT. I-- X
V) <
ELEVATIONS SHOWN HEREON ARE 13ASED ON UNITED STATES COASTAL AND GEODETIC Z Li Lr) LL
Li
FOP F1'�
93A SURVEY MONUMENT "Z-230" 1983, HAVING A PUBLISHED ELEVATION OF 20.46 FEET 0 z
. . . . . . . . . 2J.. N.G.V,D. (1929). (n 0
IL
PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 120285-0176F, DATED z C\l
8/19/91, 1 Lj 0
IN ACCORDANCE WITH CHAPTER 61G17-2.005, BE ADVISED THAT THE SURVEY DEPICTED Li I"
HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. >
IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
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THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. z z
0
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA 0
LICENSED SURVEYOR AND MAPPER. m
L/
Al THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
PROPERTY CORNERS SET BY KIMLEY-HORN AND ASSOCIATES, INC. L13 #696. PROJECT
NO. 044721017, DATED 11/14/05,
Cf b
CERTIFIED TO: FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST, A
Z tI, y
c( 0
ITS SUCCESSOR AND/OR ASSIGNS; ATIMA; COMMONWEALTH LAND TITLE INSURANCE 0
0
COMPANY; GANANO HARRELL & FERGUSON, CHARTERED; B & E HOUK ENTERPRISES,INC. V) U
0
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SHEET NO.:
OF
FIELD DATE,05106105
JOB # 04-762
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1w 50 a 50
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14,000 S.F. TOTAL 5CV 12,000 S.F. 5w HT,=36' 4
50P HT.=36' 14.000 S.F. TOAL 4
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OWNER:
FORT PIERC� AIR CEN
2982 AVIATION WAY
FORT PIERCE, FL
(772) 489-2285
ENGINEER/5URI
VELCON GROUP, INC.
702 S,W, PORT ST. Lk
PORT ST. LUCIE, FL
(772) 879-0477
ARCHITECT:
JOHN M. FOSTER
11205 RINE AVENUE
FORT PIERCE, FL
(772) 871-1256
LANDSCAPE DE!
WILLIAM FLINT
2310 SE COUNTRY CL
STUART, FL
(772) 220-0424
PARM SIZE
EX. BUILDING
EX. PAVED AREAS
.1 CONCRETE AF
ZONING: U
LAND USE: T/U
BOULEVARD
P6RKINQ AUALYSIS:
5-HANGARS WITH OFFICES
HANGARS
OFFICE
IGNER: PARKING REQUIRED
8 LANE PARKING PROVIDED
690,700 S.F.
35,000 S.F,
179,084 S,F.
40,632 S.F.
'D 13UILDINGS 70.624 S.F.
PAVEDIAREAS 132,706 S,F.
�AMP=Tr ADCAt I CIA e r
eo,000 - 25 SPACEIS
2400
10,624 w $3 SPACE�S
200
78 SPACES (INCLUDES; 3 HANDICAP)
78 SPACES (INCLUDES; 3 HANDICAP)
TAXIWAY A\
ST.
LUCIE
INTERNATIONAL AIRPORT
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PARCEL
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0
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15.8563 ACRES
1100.0ox
TOWNSHIP 34 SOUTH, RANCE 40 EAST
FLORIDA. THE BEARINGS CONTANED IN
OF' THE TALLAHASSEE BASE MERIDIAN, ST. LUCIE COUNTY,
THIS LEGAL DESCRIPTION ARE BASED UPON STATE PLANE GRID
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DESCRIBED AS FOLLOWS. TO WIT:
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ACRES
5.85x
COMMENCING FOR REFERENCE AT THE
NATIONAL GEODETIC SURVEY PRIMARY AIRPORT CONTROL STATION
STAMPED "LUCIEPORT 1989-;
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computer server
100 l5ase T - Cat 5
-f HESE PLANS AND ALL PROPOSED WO R�,`
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
�COMPLY WITH ALL APPLICABLE CODES.
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300A
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300A
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disc.
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ground
7 7 7 �j -
- - - - - - - - - - - - - - - - - - - - -
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5 hp cquipmemt 4,500 VA
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