HomeMy WebLinkAbout2016 (Box 2 #56) Demolition Plan Hangar C - Revised Construction_-. .tl14i�Jir 2
Y. . .. . i � i i.-.. . ... .. 111 11 . _I . 1 IiII 1, LI. II . I Ill. .
Jill
ly,Il.a_I! a .l I I III I I- I I I Ill
LEGEND
_ BOLLARD '
ELECTRIC BOX
I FIRE HYDRANT
6" TAXILANE CENTERLINE
ASPHALT PAVEMENT
1[
BENCHMARK fNt, rte,
MAG NAIL AND DISK SAWCUT TO NEAT, STRAIGHT, (TO BE REMOVED) METAL LIGHT
N 1265038.810 VERTICAL FACE. REMOVE EXIST.
' ASPHALT TO PERMIT RE -GRADING -- 'ION_
E 820037.247 CONCRETE PAD WITH
ELEV. 20.49 EXISTING APRON.SEE STAKING PLAN WELL
c0 AND TYPICAL SECTIONS FOR LIMITS GATE CONTROL BOX
� (TO BE REMOVED AND
III AV
OF REMOVAL 1a�A TREE
RETURNED TO OWNER)
TOFA TOFA TOFA TOR TOFU TOFA TOFA TOFA TOM TOFA TOFA TWA TOFA ® TOFA TOFA - Tom TOFA'
FENCE POST TO BE REMOVED
(TO BE REMOVED}
CATCH BASIN PAVEMENT & BASE
GRATE EL. �Q.0TO BE REMOVED
20.06
15 HDPE -Wi ;1,1 I i I ) TO BE REMOVED
INV. SW. EL. 16.
BOTTOM EL. 16.41ASPHALT TO BE REMOVED s
CATCH BASIN
GRAIL EL.. 20.10 til �.
15" HDPE INV. NE.i LIMITS OF STRIPPING
15" HDPE INV, S,
j,f✓ff BOTTOM EL, 16,28
rf
T / » T T.. __ T d
R
mul
* Y _ um r,:f UGT tit -^••-^-` ^-it - .. _ .. .._. ...
ff
KEY PAD
TO BE REMOVEE AND
X X X X X X X X X ': X X X x X X X X X X X(TO REMOVED ND X X � 1 RETU ! ER;,
RETURNED TO OWNER)
X X X x _ I s BC?LLARD AMh1 Jt
X X _ X XC X X X X X (TO B. . __._. _ . __!)
{EXISTING TREES jam` CONCRETE PAD
x X- -- X X X X X X X X X XC 1 O BEXRELIC(CATEE5 X ; 6 WITH A/C UNIT
E BY OTHERS) i i-0 ���
X X�- X --- X X X X >: X X X X Xx x x x C x C BENCHMARK
, MAG NAIL AND DISK
I ti 1742,21".1111.
X 1- _ X _...._ X X X X X X X X X off .,� X X X X X X X X i iN 1264813.902
STRIPPING OF � -E 13220040,109
ELEV. 20.72 LI-IANGAR B
1 i ^�1
I VEGETATION AND I . , „ � �
X t� _- X X X X X X ROOT SYSTEM PRIOR X X X X X X X X X
TO GRADING EXISTING TREES
X X X X X X X X ^.. ?C y X X X X X J06E R OCA -FED
BY OTHERS)
XI X X X X _x X: ,X, X X X y X X X X x X X X X X
a
EXIST. FIRE HYDRA*
a o a o
X X >< X X X X f ;C x x \ X X X fC x___ x .... ® X X _X
{. _ EXIST. 8" PVC STU WICAP
EXIST. VALVE REMOVE EXIST.
X, X X X X X X X X X=` X X X X PAVEMENT AND BASE X X
I
EXIST. VALVE ;
- - - - 1\STOP SIGN AND RIGHT TURN SIGN
X X >C X X X X X ;< X X X X X X X X TORE RECA7Q X X X
X X X X X X X X X _° X X X X X� EETRI X
µx
TO BE PROTECTED
X X X X X X X X X X X X X X X_
SS _ UE UE1 UES
X 8" PVC SAN SA A, Ju T EAT,
A
_-_ - ��- N-G'ERTI1CAZ-EDGE-_- -
;7
;c
REMOVE EXIST
PAVEMENT TO ALLOW
UTILITY CONSTRUCTION
. t_1
SANITARY MANHOLE
RIM EL. 20.65
SE. EL. 16.17 �3
CO
AS -BUILT SAN.gi LATERAL.
INV. EL. 16.98
GRASS MEDIAN
W \ W
REMOVE EXIST PAVEMENT TO ALLOW —
STORMWATER CONSTRUCTION N
AS—BUIL SAN. LATERAL
INV. EL. 17.45
Lo
rn
j' ADJUST TO _
f 5' OFF £OF
t UE UEUE UE UE
AS -BUILT ELECTRICAL LOOP
3-2" PUG APP X.
8" PVC WATERMAIN 36"-42" BELOW GR DE
W W W W W W W W W
-AS-BUILT SAN. LATERAL CATCH BASIN
INV EL 17 20 GRATE EL. 18.98
CATCH BASIN
GRATE EL. 20.44
15" HDPE INV. NE. EL. 16.47
15" HDPE INV. SW, EL, 16.52
BOTTOM EL. 15.89
CONCRETE PAD
WITH A/C UNIT
4" PVC SLEEVE AS -BUILT CATCH BASIN
(TO BE FIELD LOCATED RISC EL 19.55
BY CONTRACTOR) INV EL. 16.30
_( l FORCEMAIN
UE -- u o Ay
----------------=-�.==
�! uE
CON, ETE PAD
WITH TRANSFORMER f` ..SANITARY MANH66E `zz
` RIM EL. 20.56
RIGHT TURN INV."I NW. EL. 14.78
ONLY SIGN i INV SW. EL. 14.73
L - E
m �t
s
AS -BUIL CATCH BASIN
UE -- . ' RIM EL. 19.54
till
F
UE
. 15" NOPE CNV. N. EL. 16.46 AS -BUILT CATCH BASIN ----I
AS -BUILT 90* BEND -BUILT SAN. LATERAL
BOTTOM EL. 15..99 CNV. EL. 16..50
EL. 15.48 AS
INV. EL. 17.20
fr..
0 20 40 80 '
�+di I I i I I ly Ynuu� n� � �masm e, I Jlli...0 I �.n �Ium
SCALE Ihl FEET, /
f
4 ;
II IIII I .J JII I VILLL �M16h IIII II II II II VIII III III I - II 1111111 I .I lull I I II . I-- I Ill .1 -lull I II I l I. �.I. I. I I IIII III I I Milia J
2
'
No. Description Date By
I
Project Name_
ott�m�
I
l OT Project No..'rotect ido..
425750-1-94-01
f
Bate: Ii}
FEBRUARY 2016
Scale: Drawing Number.
AS SHOWN CIA
TO FA
2
MATCH EXIST.
PAVEMENT
XR�C\l
Co
(Z�20.00'
0,f, b
lie
A(,A-A
CD
C4.1 C)
C)
0)
NOTES
1111 111 11111 11111 1 1111111111 1
1 ALL PAVEMENT INTERFACES WITH a
THE BUILDING FOUNDATION SHALLA
Cb
BE PROVIDED WITH A TYPE Al
lb*
ISOLATION JOINT, THIS INCLUDES
BUT IS NOT LIMITED TO THE P 0SED
INTERFACE BETWEEN THE BUILDING SIGNS. SEE I CO
AND SIDEWALKS, APRON PAVEMENT, CONSTRUCTION
AND CONCRETE DRIVEWAYS. REFER DETAILS.
TO CONSTRUCTION DETAILS. R20.00,
2. ALL SIDEWALKS SHALL RECEIVE
TYPE D JOINTS AT 5' CENTER TO
CENTER SPACING. REFER TO
CONSTRUCTION DETAILS.sq
XN
N C
C.)
SWALE
3 Hill I I I I I 1 11 1 11,41 1
6" 7AXILANE CENTERLINE
BENCHMARK
MAG NAIL AND DISK
N 1265038.810
E 820037.247
ib
rp
3
0
MATT
T
/CH
EXIST.
PAVEMENT
UCT TT
CATCH BASIN
GRATE EL. 20.06
15 " HDPE
INV. SW. EL. 16.95
BOTTOM EL. 16.41
CATCH BASIN
GRATE EL. 20.10
15 HDPE INV. NE EL. 16.76
15 HDPE INV, S. EL. 16.71
BOTTOM EL. 16.28
rill
B b
C4.1
CONCRETE PAD
WITH AIC UNIT
-BENCHMARK
MAC NAIL AND DISK
11 A/ 126481 3.002
It E 8220040.109
It
1HANGAR 81
ELEV. = 20.72
)UIREMENTS It
5.00"EYON'
Lu
UIDERAIL ON GL!f,l ERA CATCH BASIN
GRATE EL. 20.44
DT INDEX 870
15 HDPE INV. NE. EL. 16.47
15 " HDPE INV. SW. EL, 16.52
rE
BOTTOM EL. 15.89
I 1> t
it
6.00, CONCRETE PAD
E:L
xq . ......
A 6.00 WITH AIC UNIT
co 5.00' I 4" PVC SLEEVE AS -BUILT CATCH BASIN -
RIM EL. 19.55
it INV. EL. 16.30
it
!,2.Q0`l
FORCEMAIN
UE
\A J
UST To
FF EDP
_
RELOCATECONCRETE PAD
AND "RIGHT T RN
WITH TRANSFORMER
f EW ONLY" S N. SANITARY MANHOrt��
RIM EL, 20.56
RIGHT TURN INV. NW. EL. 14.78
ONLY SIGN INV. SW. EL, 14.73
II
SANITARY MANHOLE
I
ADJUST TO
RIM EL. 20.65 V OFF EDP
I SE. EL. 16.17 UE UE AS -BUIL` CATCH BASIN
�_AS-BUILT ELECTRICAL LOOP UE RIM EL. 19.54
3-2 " PVC APP X.
00 W W 8" PWVC WATERMAIN W 36"-42" BELOWWG DE W
EL. 17.20
AS -BUILT 90* BEND AS -BUILT SAN. LATERAL CATCH BASIN UE UE
INV GRATE EL. 18.98
15" HDPE INV. N. EL. 16.46 AS -BUILT CATCH BASIN
EL. 15.48 AS -BUILT SAN. LATERAL. BOTTOM EL. 15.99 INV. EL. 16.50
INV. EL. 17.20
5
LEGEND
ASPHALT PAVEMENT
BUILDING
CONCRETE SIDEWALK OR DRIVE
SEE CONSTRUCTION DETAILS
FOR JOINT TYPE AND DETAILIII
CL 0 20 40 80
SCALE )IN - FEET
ill
2 9 111 13 4 kill,
Oni7�
...........
MtQhcael 13ak6r,.,
to
Engineer or Architect of Record
MICHAEL D. COPPAGE
FL P.E. NO 73428
REVISIONS
No. Descripb on Date By
ADDENDUM 4-5-16 MC
Project Name:
1 1 11 1 11 111 1 1 11 1 '',
Drawing Name:
11
FDOT Project No.:
FAA A.I_P._ roject No ---,-
425750-1-94-01
Date:
ssul C
FEBRUARY 2016
-0fall
Scale,
Drawing Number;
AS SHOWN
U16POSAL BOLLARD
DESCRIPTION CUT (CY) FILL (CY) BORROW (CY)
(CY)
- - ----------- BORING
STRIPPING 685 685
'+00 GRADING 30 1060 1 1030 ELECTRIC BOX
FIRE HYDRANT
TOTAL 715 I 1060 685 1030
ASPHALT PAVEMENT
6„ TAXILANE CENTERLINE
TOPSOIL120 120 BUILDING
------------------
CONCRETE AREA
NOTE: QUANTITIES ARE PROVIDED FOR BIDDING PURPOSES ONLY. ACTUAL _J
QUANTITIES DURING CONSTRUCTION MAY VARY AND NO ADDITIONAL PAYMENT VALVE
WILL BE MADE FOR VARIATION IN QUANTITIES. WATER METER
BENCHMARK
�,Re- METAL LIGHT
MAG NAIL AND DISK
N 1265038.810 EXISTING STUBS FOR AT&T SIGN
AND COMCAST SERVICE.
CONTRACTOR SHALL L 82Q037.247 NEW 2" (CONTRACTOR TO FIELD WELL
GRADE SWALE TO DRAIN ELEV. - 20.49 COMMUNICATIONS DUCT LOCATE EXISTING STUBOUTS
00 WITH PULL WIRES. AND EXTEND AS SHOWN
6 TREE
-A
TDA TOFA TOf
TOFA EXISTING COMICAST
_FA- TO FA TO FA TOFA SERVICE CONDUIT TO BE REMOVED
EXISTING AT&T
ED
PAVEMENT TO BE REMOVED
1+00 SERVICE CONDUIT
1�0(
3+8
- TCH ASI
CA
TO BE REMOVED
GRATE EL,, 20.06
15" HDPE EXIST. CONTOUR
-4NV. SW. EL.
LET ��6TTOM EL. 16.41 PROP,CONTOUR
=-X NO. 232
20
A
CATCH .63
SPOT ELEVATION
82 1
M
TYPE C INLET
FOOT INDEX NO. 232
STA 1+20.20
OFF 132.78' RT
GRATE EL, sw
- 20.25
SE INV. = 16.25
NE INV. = 16.05
SW INV. 15.95
TYPE F INLET
FOOT INDEX NO, 233
STA 1+34.95
OFF 8,03' RT
GRATE EL. = 20,30
SW INV. 16,55
S 4
NY OP DRAIN BASIN
--ofrWPID I , I QUAL,
PROVIDE DOME GRATE,
STA 1+59 11
OFF 123,52'RT
GRATE EL. = 2033
NE INV. 1750
SW INV. IT 50
NW INV. %65
GRA TF__EL--20. 10
it- bq IP INLET PROTECTION
75 HDPE IN. --WE. 16.76
15 H D PE -IN V. S. E P a. Irl SF- SILT FENCE
"(-T
'1h 7- O RAIL DRAINS IF11mv. I)U.4
GRATE EL. 20.50
i v 0-
INV� I&S",
fi$
NE INV. 16,75 1'_`ONNECT TO HANGAR
U T", �,TP,,,,
NW INV. = 16.10 Y
SW INV. = 13,25
CONCRETE PAD
i_ _ r WITH AIC UNIT
6 1 DPE�-
BOXEZE�
INIS
TYPE C INLET
MEETING-REOUIREMENTS OF
D -BENCHMARK
0
FOOT INDEX NO. 232
COMMUNICATIONS UTILITIES.
STA 2+50.93 MAG NAIL AND DISK
PROVIDE BOXES SUITABLE 1 ��-142.2'
R,,.PEDES_rR IAN TRAFFIC_/
OFF 179.18 RT
N 1264813.902
E 8220040.109
GRATE EL, 20,35
ELEV. = 20.72
k
SE INV. = 16.60CO M \J
-0 ELECTRICAL ROOMhitI
DUCT I
q.� I q)
CA TICH BASIN
'AD] Z, WD I
WALL TO PROVIDE RE
GRATE EL. 20.44
ACCESSIBLE SERVICE','NE. I t 4J 15" HDPE INV. NE EL, 16.47
wrr(i a
�`OORDINATE
15" HOPE INV. SW EL, 16.52
OMMUNI A V' OMPANIES
BOTTOM EL. 15-89
_,S: REQUIRED
C)
;S ED
T-,
PVC ST
xl CONCRETE PAD
V it -Ilure A
-
QD
WITH AIC UNIT
EXIST, VAVE 4 PVC SLEEVE AS -BUILT CATCH BASIN
All,
RIM EL, 19.55
INV. EL. 16.30
1. THE CONTRACTOR OR SUBCONTRACTOR• I 15"t,4DPE
RESPONSIBLE FOR CONSTRUCTING PUBLIC
Z
UNDERGROUND WATER AND SEWER UTILITIES MUST a FORCEMAIN
NS 6
BE A LICENSED UNDERGROUND UTILITY CONTR CTOR
IN THE STATE OF FLORIDA AND INDIAN RIVER COUNTY.
2, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
HORIZONTAL AND VERTICAL CLEARANCE BETWEEN
UTILITY LINES AS SET FORTH BY ALL STATE AND
INDIAN RIVER COUNTY REQUIREMENTS.
3, REFER TO IRRIGATION PLAN FOR IRRIGATION SLEEVE
LOCATIONS
41 ALL DRAINAGE STRUCTURES SHALL RECEIVE HEAVY
DUTY STEEL GRATES,
20 40 80
slt�i�t 111 1111,111 1,
I E T
77
Nft Oft -
WI- - - - - - - - - --
k
:D
8 PVC SAN C�Q 5 OFF EOR
zzt - - - - --
on MW Q� UE
- - - - - - - - - - - - - -
- - - - - - - - - - 41 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , f 1-1 -
--------------- ------
r -BUILT,-- SAN.. LATERAL- - - -- -_ _J
AS .., , . I _� - __ __ - 11-- __ - CON 'RETE PAD
it--------
J, o -W4TH -TRW15f ORMER-1-9.'
SANITARY MAN;:1brt,-
19g
G --RAS RIM EL. 20.56
INV. NW. EL. 14.78
-R1GHT--TU`1?N
-q C-
................. fig 51 INV, SW. EL. 1 4. 73
0
--------------------------- ----------
ISANITARY MANHOLE -------------------
RIM EL. 20.65 ADJUST TO
OFF EOP
III SE. EL. 16.17 U
Q) AS -BUIL (,Al(,M BASIN
UE
RIM EL. 19.54
-Aa7BU/LT ELECTRICAL LOOP \,N
3-2" PVC APPRD v !,
Ilk \N
8" Yc WATERMAIN BELOWWGR. DE W
W W
AS -BUILT SAN. LATERAL CATCH BASIN ill E
INV. EL. 17.20 GRATE EL. 18.98 UE
15" HDPE INV. N. EL. 16.46
AS -BUILT CATCH BASIN
E§L. 1 AS -BUILT SAN. LATERAL BOTTOM EL. 15.99
III EL. 16.50
1/v V. EL. 17.20
3 4
. 11
MICHAEL BAKER INTERNATIONAL, INC.
5020 WEST LINEBAUGH AVE. SUITE 240
TAMPA, FLORIDA 33624 (813) 889-3982
CERTIFICATE OF AUTHORIZATION NUMBER 28W1
I,11 hill I I I , I I A i 111 11, lidl-
Designer,. Checked by
MC MK
leehnlciiln Baker Prase, Nol
AF 139075
Enaineer or Architect of Record
MICHAEL D. COPPAGE
FL P.E. NO 73428
REVISIONS
No. Description Date By
ADDENDUM 4-5-16 MIC
Proiact Name:
, 1 1, 1 1 11 1.11, 1 1 1 1 � 1. , ''., .I All 'lAll 111 1, 1114 11 1
Drawing Name,,
11 1 ''Ill. I -A;, 1,, 11 1 1 I,i ,i r1 114 1- "d, 111111 1, 1"A n , 111. ill,,!, ',,A 1,a4M11 , , I , 1 -11 1 1 1 ,1 1 I.
FDOT Project No.: FAA A.I.P. Project No.:
425750-1-94-61
Date:Issue-
FEBRUARY 2016
Scale: Drawing Number:
AS SHOWN
C3.1
I. I I I III I ji I i,I J" , 'r. , wl,v III.1 1; 16
Es
11
M
14 I JUddlil. lulu a"Idi'lWUIUulI owl IW I, ib LLlAI11,1 I'll 3Ill 11fl, I I tt llutLlll,,ll,I A.., '., �IIVII , ,�uYu �.}ea,1u.� ,, i. �1 all..l 1��4 I. II II,III'I I. -
„III,I�I „ ,.; � II L.� ,III II „:. ,I I411Ihf141 I I. � 4 j�!�j
_ :Lp ILI Illi. VIII I.I r III VIIIIY III., II III6 iii, IM1I a siit,naty I. JIII V.
S TARY.. : 1
Y ,< r
..n. -OpEL. X0.7
<,..{
F,
� r 4
w-
� ,
<
.116
5 AT TR.ACON�E
CONNECT BUILDING
G
.� at �ISGDRA�!N. 825 OUT.,.r"
rIWAT_R SUPPLY SYSTI
t
r
�1
9
i
rt :. , 1
�. TRA, ! t
PLUMBING t' X
», � � Dip I
SEE PLU�B.G DRAWlN,�, �. <
r
ii i
' 1 t
�� , MAINTAIN FTA�. �
„t ( )
♦ti :x;'+�,
1 n
....., .
I I: . �
SANITARY
OIL/WATER SEPARATOR t SC IESO1L WATERLFPE TO
i €
_
t
i1
yi
r
it
1
t
CLEANOUT T
_IC0 OR APPROVED OSr t
- .
al
:. 1 ! t INLET/OUTLET LET lNV._
1
,,, PETC
t j r
, , ,°�CL�3DE RISERS AS REQUIRED T�" <, � {
r I
_ _�.UI�D,,C , � f
_ 1 1
( -, C
" zP tc
MATCH FINISHED S. .
_ _ SHED GRADE, CONS � Ri.....
,, ;
ELECT�.IC, , _
/ t ,..
Op SLAB PER MA
._.._ "P NUFACTL...
ROOMLF
RECOMMENDATION..� ..,
p r
FLOOR PLAN
,,41\117):
,
t _, 01 �
Y t
_ __
NNECT ,,0llT
� � ,lf, — � P{ , aS� � i � .r��r 4 !
v m 3Cv
,
FROM
BUILDING, �LEANO
t
Y
PLUMBING DRAWING,
t .1
17.�f
f
—
SANITARY d
CLEANOUT
f
INV. = 17,28 � o° C
11 LF 4 pVC f 40
� 1 I
b` , r
. X34! 1
` 1-1 "".. S f 1 1 i
NT, a
f2 RPZ A . CL KOUT ' ,t°`
_,, . �a ...."". C A �,
INV = 17.44 o- 14
+�: rlllI, �dlli Wd a i6. 1161E ,a..1 l,i.,,,,iw MIIR M}M li M to-
_. C y+ J MMS 1111, Imo- ILII f
?..'��✓ INAT XACT - MM ■1. �,����1L1m1 � ® I „��d�ll,,...ul ■1t. Mlr ,r..,d�,u..ri,ma�. �" t i 1 ; $
�\ "" "" '�' 4"' SCHEDULE 80 � � ► t
{_ ECTON P T i 1 t i s
R -
r021
Skill RY 4ANHOLE
RIM EL. 20.6
j� INV. SE. EL. 16.17
Z)
i
'\-
x >
>Axt
�IIiIIII,I1411I1. IVI-Y�i:II IYIIVI_vlp, ulll JtYt I:IrIIiYI,p,IIILB,rYpIW11aIY,NWIwItI VIIIIiII III�,IItltllll;illl,ll:III„�I IYrI111LLW�IiWraVWia, WIWI6I,II,IfI,'�,II, Iu:I I,II6YYlIq:II II I:IIIIIII. fl lle6,,,n I II-:,liil I i�
vv\x ”" r' CONDUIT WITH >
` ,
Iv
,tPULL WIRE
1f2 ELL, 9a O
EXII
TRANSI"IRMER
s.:
AND
€ �, Petr -°,c �..�,. .., „,<.; � '.•rte �_. _ �+ ,,,,, , /' �` ��� �� 1 ,
,a
3 <, . 4 f
.. r s 1
EXIST
Kit„> 3 :20 RATED I,_'
0 t------_ --
STUB
CHEDUL
EX/ST.VEL E V t
E ! i .J
t
� S
STF,IB
1 .. UE
_ --
T
4
INV Sfi .�
t
1
I
9
EAN T
IN
�G.rRi ' � �' :•^`d...,.,5._ . _.— _.e..x__�._ __�' awN r ,., . �,�,y �... :. a, n r � � � ... r., u —..... . +, .. ;_ n 1r.:w.n r c .. ,y, /$ i`. 1
ADJUST TO
__ 8 �'RIVAT PVC SAV 5” OFF EOP
� 1__._
,. 1
Jim
a
— —
i f
F -.LD LOCATE C7 t
'—_—___. -- ____ CONNE 0
EEXISTING STU . T. _w... __ „_>..__ _ 1 _� ------ __
ELECTRiG
�
-
x�
REQ-�__.-__m.._--__—__�.....�_
:.
.y
------------------
- ADJUST TO
5” OFF EOp
UE t1
LIE
_ UE _
--
3-2" PVA APPROX.
BELOW PPADP
UE
20
MICHAEL D. COPPAGE
FL P.E. NO 73423
14 L , nu.p I I u n,,. „ d�, ,ull tlulllumll Lill,lilnr L ,, i .,.. L..
a. sra all �I In g4du:u u'. cr lli � Iu I:U•„i16 uu I I �, InG,
Notes -
REFER TO SHEET C3.1 FOR LEGEND
No. 1' esui tion Date By
4 I L .;I II I I(n ` 1, ,III, � III II I, II, I; o I I� I a I I I I III I i I „6rlrwnlr
Project Name:
Drawing Name:
..�dall II I. �, I I(d,I1111
a
425750-1-94-01 -
Date: Issue:
FEBRUARY 2016 BIDDING
Scale: Drowing Number.
AS SHOWN 3.2
114l 1. ...IL: 11. II J II �:
A
■rrr-uL a.. s - _ 1iI ia� is „ �I i , .,
, iiiu -—I'll'..'"' 2
�'
3 .i . . . .
. .. ... ... 4 i _. A
_,.... I,
, �d5
Id;. ,II �i. ' .II I , ,III.a.l. li I.I,iI" e e, .0.J .I,,u ....„ . II ,, I II IIInl I liI II ul.�Ill I� I Il II IIi. II I i i.Iill I liil Il�� I I I Y I .III.I. I. I I i � i Y �nru IS I I I I iluYl I 11I.IIII YIlI lei�l I IIIII IA.II,I II III II�II Y
IYileI I+.141111WuYl! I 41�nJYll
Ali,
W
�1
a �aw+..ms5.y�sarr/' irVMYND
BOLLARD..,,..-
BORING
` ...r'"'TTi•�"� QORING
,w....,.. ». ,... s+:«......�....., .�.. »:...........— — _ «.� .-...._. ,+n,xaetisr„.-�.+.+:+sm...,.,.....r<.v�.. ..rc,,.,.�-..,+:,e._r�r�sw: �s e,. ..�. :-.. . a ... m,: �.:._•:.,^':a�..uarui� .,,.x..».. ..s.. i.>•r^w” ti. ^uti .� :+..........:'kw'. .dur.-.c+s ru..TMa..e v.i�, ryu � . ^^'";�'a. �„..r i°� � Ig
'" "..-....,:.,.... -,.... ,...t ....-,. .. .-..,_. +-0a '*•..» fes„
yr - 760 ELECTRIC BOX
-6- FIRE HYDRANT
ASP HALT PAVEMENT
6" TAXILANE CENTERLINE
I l�n p� I � m I � SII. I. ■YIa(:-f IL-I� f.
— BUILDING
Y�
CONCRETE AREA
VALUE:
. WATER METER
r — BENCHMAF'c � � r . � � � METAL LIGHT
MAG NAIL AND DISI SIGN
-� N 12650 38.810 ,
E 820037.247 'IlA -°� '` � � WELL
ELEV. = 20.49.
TREE I
TOFA --® -- TOFA TOFFTOFA _w. - € ` TOFA TO FA COFA
_�- TO BE REMOVED
d w _ .�,.
,'�,..1,IW. six .� lr Yi,I,n:III,.I.YII�II,--..,uYl�,i,.LYWuwYiwr,�Aulu4i�... liuw�..` .:..^• .I`i.'
,IWIgld4Y 414 II NY'IiddWW �Vi,IYIQ YeWIY Iu,ImulugwYl .'Y*n�ill, Iw IW I Y �"�^" � [ I. } �
PAVEMENT �� ��, REMOVED
- - ..
1+00 _ - -. �� 2+00 3+00
CATCH BASIN
TO BE REMOVED
GRATE EL:.. 20.06
EXIST. CONTOUR
15' HDPE �� .
-INV. W. EL.
PROP. CONTOUR
r I BOA TIQM EL. 16.41
2063
EA
_
'TM°,1YIWWIYIIYYI .Ii,,nIY ..41x...M11,,,, e,lll YI311 !Ila. 4U".1 ll.1 _
SF
✓ t
�._
rr CATCH BASWi> SPCJT ELEVATION
r f" GRATA: —E C3. 10 -- — --
�- "" IP INLET PROTECTION
HDPE INS rvNEL. 16.76 t
ff oQ %f`i
_15", " HDPE INV. S.._..E- . 71 SF SILT FENCE
BOTTOM_EL:- 1n8 -
11 II ,
iI .»-: (r ' - —
T%
U JT +
QIP
` t /
\t t r i�
t i re
i i -..,, ✓ f i I
i
CONCRETE PAD
t tz ` tt WITH AIC UNIT
IQD
BENCHMARK
MAG NAIL AND DISI
\` i
142.2' N 1264813,902
1 1 E 8X20040,109
I I ELEV= 20.72 f ANCA
a i t �. t t CATCH BASIN
~ a rt.
px''y GRATE EL. 20.44
•• ~ `
it o 15" HDPE INV. NE, EL. 16.47
NOTE .- t7 ► I t i 1. " HDPE INV. SW. EL. 16.52
LL
IP
THE CONTRACTOR SHALL I (n`` r s, tl BOTTOM EL. 15.89
ROUTE ALL TRAFFIC C4NT0, T _ EXIST. FIRE HYDRAN
AND OFF THE SITE USING ' ~ t ,L t' !
EAST. PVC ST AI' ,' U' �, `ii j� CONCRETE PAD
THE ROCK CONSTRUCTION yt �\ ((/ `}
i ':i . T.,�A V .IWYi a..., .i[iW f` f 1 '" r
ENTRANCE. ADDITIONAL � � �, � ,�� ."E � � t -� r � t� WITH AIC UNIT
ENTRANCES MAY BE
- XISVA VF -'-
T.' . 4 ..w, _ t i t " AS -BUILT ATH BA IN
CONSTRUCTED AT THE
4 PVC SLEEVE C C S
CONTRACTOR'S EXPENSE RIM EL. 19.55
t J 3 INV EL, 16.30
LL
itt'h
ROCK CONSTRUCTION ENTRANCE' w .._. , �,. J t ► t _`
FIELD LOCATE CONSISTENT WITH r S�.�-- t+
E`ORCEMAIN
CONTRACTOR OPERATIONS' I t t
SF
_.. _
^—
r^U
•.. ._... .,..,. iYiW YYIY4Wulelu ._'r1wl.^.. '. �va_—=a—=t t — _ .
{ t —4 — — — — — — — — --
ADJUST TO
PVC SAN 5' QFF EOP U� 1 _ _ _ _ -- -
_ _ ___�. _
0On
- WmYIYU I,II1dY1 nIIIM No ....,.„,., (v - _ _ '"..,'
w
_ ---------------------------
1 AS -BUILT SAN. -LATERAL---- ,.. _. x , ... _„: � f �... . _ w, ., ,� __ ..�_ �{ CON RETE-- PAD-- c �
4b 7
Cb.
SANITARY
YANHV
”
Rf EL. 20.56 —GRASS_MEDIAN ffIGHT--SRN a
-
.--
I
INV NW L 14.78
t _____
�'C1 `��%—�. `� "" �_ .._ ._ _ —.ONLY—. �. N ���; , j'° 14.73
„--.- . .SIG _ � - ..� --�- � W SW. ��.
.'�`� � W (f Iuyl Y 1a IBJ
t —_ _�____ _ 111 : _ _ — .,.--_w,.�.___.___—___—_.__ _ �__ � ,
f
790
_
_
o ', t t
_ __
` `� `,SANITARY MANHOLE --� __-- -- _____� �__ �__. _ -- ��_�____ ____________ �_____ _______. _______ -__ ________-____�
ADJUST TO
RIM EL. 201.65 � �, w ,_ - OFF G(JF
I7 SE. EL. 16.17..
� ..�--��„ _ - -_ ��.__.. .,.. __ ___,_..__ ._, AS -BUIL r- CATCH BASIN
r
UE RIM EL, 19.54
AS: BUILT ELECTRICAL LOOP
" 3-2 PVC APP X.
1 �-- \ W
_19`� � _. _ oQ 8 " ' . WATERMAI N � "� 42 " BELOW GR DE
j - _ wW w--
o 20 40 8� AS --BUILT SAN. LATERAL CATCH BASIN - U
GRATE EL. 18, 98 ._.�.. ..,�.. UE ..---
{ SAL --IN FST
INV. EL. 17.20 15 --
HDPE INV. N. EL. 16.46 AS -BUILT CATCH BASIN
AS BUILT 9 - 15.48 BEND - AS- `UILT SAN. LATERAL BOTTOM EL. 15, 99 INV. EL. 16.50 &Z -
EL
.
INV, EL. 17.20 ,
:In �I iI itul II JIl.i.11Il I ,Y JI.JI +JIIiII Y,Iu IY.uaJ i1.YIWA iINlideJ II.II�I�.IIIII .IJl IIIIII.IIWLilll l I R_4�III�I�IIIII,..: I._II..I ,. . - 11JL Y. . ..... . I, II,� Il I , I._I � ,.. .,.,.
.r .W .. L.. ..
_
2 3 4 5
IE
MICHAEL BAKER INTERNATIONAL, INC,
50120 WEST LINE6AU H AVE. SUITE 240
TAMPA, FLORIDA 33624 (813) 889-3982
861VCERTIFICATE I,IL II ILII uIJI II IOIJp1IIFAUTHORIZATION{!� �� NU
MI B
Ew R
I2��. 8��
'IIII'IIJllllialld 1161 In, Il I I ..
Designer: Checked by
MC MK
Tec nicion. Baker Proj. No.:
AF 139975
1 f 1 � Y I
1I .,, :: I (III III I1116n ullll JI "'., If., Y Ili 111 11 1 III. I
Engineer or Architect of Record
MICHAEL D. COPPAGE
FL P E NO 73428
REVISIONS
No. Description Date: By
Dra inq Narne:
I L, I I;dlld ,III 11111 1 I I
FDOT Project No.: FAAA.I.P. Project No..
425750-1-94-01 -
i3gtc: issue: A(57` G
FEBRUARY 2016
scale-, Drawing Number:
AS SHOWN C3
m
Al
Rl
25' MIN.
3 4
...... .... L �, 11 Ildl d., 411,1-14 IiWl I "A 1, ."1 661h, 1'.11 "Ai 1,11,
SEBASTIAN, FLORIDA
2" x 2" x 4'HARDWOOC .,OST,
OR APPROVED EQUAL
10' MAX (TYP) INTERNATIONAL
MICHAEL BAKER INTERNATIONAL, INC.
5020 WEST LINEBAUGH AVE. SUITE 240
NOTE:
......... TAMPA, FLORIDA 33624 (813) 889-3982
.......... . .............. ......... ............. .......
...... CERTIFICATE OF AUTHORIZATION NUMBER 28861
............... .......
COARSE AGGREGATE SHALL CONFORM TO ........ ........
....... Checked by.
FDOT SPECIFICATION 901 FOR NO. 1 STONE. ....... ...... Designer
............ .......
4r,7 QTnKlf= OR (�Q11(Z14Pn CONCRETE
C-/— cl
INSTALL TEMPORARY CULVERT Zu-' ...... ........ ........ MC M
REQUIREMENTS OF NO. 1 STONE MAY BE ...... ...... ....
..........
ItI ---' -1 ... - - ... --- - I, I All
IF WALE IS PRESENT nT- , -1 . -�% 1�� fr- 1.'l*l'.'.'-'-'l.. � � 1. - � - - � I � � � ....... :' �'.' � � ... I !'' I'll I
5
SEBASTIAN, FLORIDA
2" x 2" x 4'HARDWOOC .,OST,
OR APPROVED EQUAL
10' MAX (TYP) INTERNATIONAL
MICHAEL BAKER INTERNATIONAL, INC.
5020 WEST LINEBAUGH AVE. SUITE 240
NOTE:
......... TAMPA, FLORIDA 33624 (813) 889-3982
.......... . .............. ......... ............. .......
...... CERTIFICATE OF AUTHORIZATION NUMBER 28861
............... .......
COARSE AGGREGATE SHALL CONFORM TO ........ ........
....... Checked by.
FDOT SPECIFICATION 901 FOR NO. 1 STONE. ....... ...... Designer
............ .......
4r,7 QTnKlf= OR (�Q11(Z14Pn CONCRETE
C-/— cl
INSTALL TEMPORARY CULVERT Zu-' ...... ........ ........ MC M
REQUIREMENTS OF NO. 1 STONE MAY BE ...... ...... ....
..........
ItI ---' -1 ... - - ... --- - I, I All
IF WALE IS PRESENT nT- , -1 . -�% 1�� fr- 1.'l*l'.'.'-'-'l.. � � 1. - � - - � I � � � ....... :' �'.' � � ... I !'' I'll I
tJ
'Y.Wi'nYwn iWMfdlM��dnu,u4 Ali I.,I I ,4.ul Fiu Jlil fll . 4,Iil.I, .ul.s ,i 1r v C , Y. Y, ,i�l e!, ,. i�. �, yl I'll 1..
1
54
LANDSCAPING
5,
SIDEWALK
2' NEW CRASS PARKING NEW ASPHALT PARKING - -
. \_— — NEW HANGAR ----=
2.5' (TYP,) LEGEND
2.5' (TYP.)
LOW POINT - F,F. = 21.00
1 2" ASPHALT CONCRETE (P=401) '
.r- —
..
2%
MATCH
ASPHALT CONCRETE (P-401
)EXISTING 2/ 1-1i2
A.
GRADE _ �3 6 LIMEROCK 21
--------
-----��
3
w
BUMPER STOP PER ,
------------
VARIABLE DEPTH LIMER3CK, NOMINAL 6" THICKNESS (P-211)
FDOT INDEX 300 (T`(P.}
, 5 REWORK EXISTING BASE COURSE 4" DEPTH, 98% DENSITY PER ASTM D1557,
INCIDENTAL TO ITEM P-152
30 60 6 COMPACTED SUBGRADE, 8" AT 98% DENSITY PER ASTM D1557
7 6'" CONCRETE (FOOT 350)
SECTION A -A
SEE SHEET C2.1 _.
NTS
I�
RIM,
i
{I
G
;
5"
EXIST. _
LANDSCAPE
EXIST.
SIDEWALK \
EXIST
PARKING AND DRIVE AISLE
EXISTING HANGAR
F. F, 21.00
J Ai <
i
EXISTING LOW POINT
LANDSCAPING RECESSED, .
SEE DETAIL. SHEET C1.2
SECTION B—B
SEE SHEET G2.1
NTS
NEW OR REPLACEMENT BASE
COURSE. SEE TYPICAL SECTION.
NEW OR REPLACEMENT ASPHALT
SURFACE. SEE TYPICAL SECTION.
c�
BACKFILL IN MAXIMUM 6" LIFTS, 100%
COMPACTION PER ASTM D 15571.
=) E
APRON GRADING AND REHABILITATION ft-,
VARIES (50' MIN.)
Nous:
MICHAEL D. COPPAGE
FL P.E. NO 73428
*0f AuUMr_UtA I r_ rr_m rvu I
SPECIFICATION 901
NOTE: -
< = Drawing Name;
ALL JOINTS AND PICK HOLES SHALL BE
WRAPPED WITH A MINIMUM OF 3 L.F. OF
NON -WOVEN FILTER FABRIC. COST OF = CONSTRUCTION DETAILS
THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO THE PIPE e
CONSTRUCTION.
_ FDOT Project Noe: FAA A.I.P. Project No z.
425750-1-94-01PIPE BEDDING -
DETAIL Issue:
:
FEBRUARY 2016
N.T.S.
a Scale: Browing Number:
ASSHOWN C4.1.,..d,... .,..,... ...... . .... y,._... ...
0
Im
M
NOTES:
4' 40 1. SLAB TURNDOWN APPLIES TO ALL SIDEWALKS AND
1 DRIVEWAYS ADJACENT TO RECESSED LANDSCAPING.
2. FOR PEDESTRIAN SIDEWALKS, D = 4".
1 FOR CONCRETE DRIVEWAYS, D = 6".
SLAB TURNDOWN DETAIL
NTS
NEW SIGN
PARKING BY DISABLAA
3 II III II
TAMPA, FLORID
TIA 33624 (813) 889-3982
MAX. 2.0%
CERFICATE OF AUTHORIZATION NUMBER 28861
- ---------
00 A
-Desiqner�
Checked by
4 'A
4 A 4
4
MIC MK
MULCH 'Ted-micion. -Baker Pro j, No.-
4 4 139975
' AF
FINISHED GRADE
I I III 11111111 11 Hill I I III I III III I ii.ill 1 11 11 VIII Mill I
Engineer or Architect of Record
SIDEWALK WHERE APPLICABLE
NOTE: RECESSED LANDSCAPING APPLIES TO ALL LANDSCAPED AREAS ABUTTING THE NEW HANGAR BUILDING,
RECESSED LANDSCAPING DETAIL
NTS
-!DOT Proiect No.: FAA A.I.P. Project No.:
425750-1-94-01
---------------------------------------------------- ----------------------------------------------------- — --- — ----------- — ----------------- — ------------------------------------------------------- Date- issue:
---------- ----------------
----------------------
FEBRUARY 2016
SIGNING AND PAVEMENT MARKING DETAIL
NTS Iisli
e: Drl Number.
AS SHOWN IIIII II
I III I I I I Mill I
p
1>
3 II III II
TAMPA, FLORID
TIA 33624 (813) 889-3982
MAX. 2.0%
CERFICATE OF AUTHORIZATION NUMBER 28861
- ---------
00 A
-Desiqner�
Checked by
4 'A
4 A 4
4
MIC MK
MULCH 'Ted-micion. -Baker Pro j, No.-
4 4 139975
' AF
FINISHED GRADE
I I III 11111111 11 Hill I I III I III III I ii.ill 1 11 11 VIII Mill I
Engineer or Architect of Record
SIDEWALK WHERE APPLICABLE
NOTE: RECESSED LANDSCAPING APPLIES TO ALL LANDSCAPED AREAS ABUTTING THE NEW HANGAR BUILDING,
RECESSED LANDSCAPING DETAIL
NTS
-!DOT Proiect No.: FAA A.I.P. Project No.:
425750-1-94-01
---------------------------------------------------- ----------------------------------------------------- — --- — ----------- — ----------------- — ------------------------------------------------------- Date- issue:
---------- ----------------
----------------------
FEBRUARY 2016
SIGNING AND PAVEMENT MARKING DETAIL
NTS Iisli
e: Drl Number.
AS SHOWN IIIII II
I III I I I I Mill I
WY�!d15Pl,PI.Ui 41LYt IJi9U41U1.11. �:. ��� N.,IIdUI IYI JII dll11 I.�W�� I: ��I W.1 II.. I taW.. 1YYY.IWY:1111.141�1I ,:1ul: l„I 1..1 JII WII II.: iW.YJ. W J VY J.,.1 Y - Y I �. III 0116 311 nl.:.JI, . ..:
,
I I 111111 Ir,. I I I I I I II II - 111 II I I I I �o..::rsFe:m41e1:1.: �: 11 1.. I I II I I I I 11101111/IIIl11u u11 u111u 11I1In ullulll cull - 1111111111 I1 alu �ul lu III61': ullm III III uul:ull llul11 u111111111u1u1u uw1luu11lul 1li1 uuul 1-I 1,�,1
APPROVED JOINT SEALER (FDOT 932)
%,SAW=T
8" - 1/4" RADIUS OR CHAMFER (TYP.) 1/2" MIN, 7/8" M
RECESS SEALANT MATERIAL SECOND SAWC T - /4" RADIUS OR CHAMFER (TYP.)
1/4'" TO 3/8" BELOW SURFACE RECESS SEALANT MATERIAL
1/4" TO 3/8" BELOW SURFACE
BACKER ROD COMPATIBLE WITH
SEALANT AND SLIGHTLY
OVERSIZED TO RESIST MOVEMENT
DURING SEALANT OPERATION.
r
IN LIEU OF BACKER RODS,
SEPARATING TAPE THE WIDTH OF
THE SAWCUT MAY BE PROVIDED AS
v APPROVED BY THE ENGINEER.
...., W 1�, ..111-YI�YIY1111,J �� Y
ALL SEALANT MATERIALS M B . NSTALLED IN ACCORDANCE WITH
MANUFAC !URER°S PRINTED INS CTI S AS APPROVED BY THE ENGINEER.
l
_. ...-. IY IYY1a1 i II III,e II YI Y bl Ip II i�IVI�YIlY111W1P IY dI::I,i II IY a I,II 1 II 1 All,
C UCTI L LANT
.T &
1/4" RADIUS OR CHAMFER (TYP.)
SAWCUT RECESS SEALANT MATERIAL
1/4" TO 3/8" BELOW SURFACE
APPROVED JOINT SEALER (FDOT 932)
BACKER ROD COMPATIBLE WITH
/ SEALANT AND SLIGHTLY
OVERSIZED TO RESIST MOVEMENT
DURING SEALANT OPERATION.
N -EXTRUDING PREMOLDING COMPRESSIBLE
TERIAL ASTM D-1751 OR 1752
.,,.I.SOLATION44NT SEA
JOINT NOTES
11 1 II II 111 III 1.11 1 .1 11 II II II II 1111111 I 1111111
T = 6 INCHES
)s
2. d = 3/4 INCH
3. Ld = 18 INCHES
4. DOWEL SPACING FOR ALL DOWELED JOINTS IS 12 INCHES O.C.
5. ALL DOWEL AND TIE BARS SHALL BE GRADE 60 STEEL
BAR LENGTH = Ld
d
_._ ASPHALT
NEW PCC
PAVEMENT
PAVEMENT
21
10' M`I N
_
THICKENED EDGE
SEE DETAIL "X'
d
I
SUBGRADE
ASPHALT F
TACK COA'
SEALANT AC t C'L►e,.r PT17
�� �i:�: �:���411 IYAII,uyllq. I1I111Y1➢_i111:1��1111 ��Wf4.tY u.:{tle tlY41lY1:.11ipi1 lil llll. i. I::JII I III�:::::::1 ��: 11 :1i1 Ilu 41::i Y11 ,::::ill !� I I 1 � �„ 1�:1„ �,.
IN 2" MAX LIFTS.
LIFT.
APPR VED JOINT SEALER (FDOT 932)
FIER MANUFACTf�
PRINTED INSTRUG BACKER ROD COMPATIBLE WITH I
SEALANT AND SLIGHTLY
OVERSIZED TO RESIST MOVEMENT
DURING SEALANT OPERATION,
T/4 TO T/3
� 1f
u
m IN LIEU OF BACKER RODS,
SEPARATING TAPE THE WIDTH OF
FIRST SAWCUT THE SAWCUT MAY BE PROVIDES AS
APPROVED BY THE ENGINEER,
1/8" MIN.
LOCATION OF INITIAL
_ SAWCUT MAY VARY
WITHIN WIDTH OF
SECOND SAWCUT
BAR LENGTH Ld
1. ALL SEALANT MATERIALS MUST BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER: S PRINTED
INSTRUCTIONS AND APPROVED BY ENGINEER.
2. INITIAL. SAWCUT SHOULD BE MADE AS SOON AS
LONGITUDINAL JOINT PRACTICAL, BASED ON MATERIAL SET TIME.
1 1 111:1 11..1 1 Hill1 II
III Hill 1
STEP SAWED:
CONTRACTI.ON'l,JOINT
E JOINT
N.TS.
THE CONTRACTOR SHALL PROVIDE THE MAXIMUM �`� w
NUMBER OF DOWEL BARS IN BOTH LONGITUDINAL
AND TRANSVERSE JOINTS WHILE STILL *STING THE
MINIMUM CLEARANCES SHOWN IN THIS RETAIL.
�� I I ILII I I II 11
DOWEL,. ARS ATS
LAB CORNERS
N.T.S.
NT JUNCTURE (TYPE B)
N.T.S.
SEE CONSTRUCTION JOINT
SEALANT DETAIL
d
A 4 i
d a.
4
A d
UNDOWELLED DUMMY CONTRACTION JOINT (TYPE D)
N.T.S.
SEE ISOLATION JOINT
SEALANT DETAIL
v a
v d / 4 s d 4
�1 I
r T Te=1.25T TO
NEAREST 111
TO NEXT JOINT BUT
�.— NO LESS THAN 10' -..
THICKENED EDGE ISOLATION JOINT DETAIL (TYPE A)
N.T.S.
PAINT DOWELS AND GRASE END
IN AN ALTERNATING PATTERN
,v
T/2 +/- d/2d
A
Q .:4 T
4^mss
a-.�- —
of
w
DOWELLED CONTRACTION JOINT (TYPE C)
NUTS
SEE CONSTRUCTION JOINT
PAINT DOWELS AND GRASS END SEALANT DETAIL
IN AN ALTERNATING PATTERN
Y (SEE NOTES) 4 Q
miu�uttii ` T
Ldp -�•- 1 � a . �.
v
NOTES:
1. FOR JOINTS BETWEEN TWCIl Ct ICRETE SLABS, Y TO +/- /
a
DOWELED CON$TRUCTIO JOINT TYPE E
N.T.S.
SEE ISOLATION JOINT
SEALANT DETAIL
�. 4
o 4 T
Idv
UNDOWELED ISOLATION JOINT (TYPE Al)
N.T.S.
4 ' 5
0W
MICHAEL D. COPPAGE
FL P.E. NO 73426
:111.11 ILII, I:I: IJ JII III II ILII II tll �:�: :I .1:.11 1 lil I.:::1 IYUILu::u �� Y'�Id4:l II .:i.::e :Ju.
11 1
REVISIO IS
Na. Descripiian Date By
F
E
1
f
�....:: 1 L..I 1111111111:11111 I I :1,,,11 I I 111111: II dL I
Project Name:
EDrawing Name,
CONSTRUCTION DET I
I
FDOT Pry Project 1N:1:1 111111111,:11 Project
Al o:1111i1III11:11 ii 11 1 1
�:1 c�.: FAA Q.I.P. Prc�` ct fits, -
425750 -1-94-01
Date Issu
FEBRUARY 2016
Scab: ( Drawing Number.
AS SHOWN C4.3
1
: I u d : 1, .,I.I —:.. -. -h—'I,
*41
E
0
2
I lip, - I, 'I'l 1, A0b**WAAWA*0Wml
METERS SHALL BE LOCATED IMMEDIATELY
INSIDE THE RIGHT-OF-WAY UNLESS
OTHERAtISE DIRECTED BY IRCDUS
APPR'OVED PRE -PLUMBED METER
BOXES SHALL BE POLYMER CONCRET
E
& RBERGLASS V1,4TH NO -HOLE LID
SEE NOTE 11,
SEE M-7 PRE-PLUM8ED METER BOX
a.
lot I)rt OR 2" FINISHED GRADE- J
CORP STOP
R I WAY
r4l
12"
8-1
MARKER BALL
METER
(SEE NOTE 5)
LONG SERVICE
IN UNE DUAL CHECK
PVC CASING SLEEVE SHCRT E BYIRCOUS
WATER MAIN SERVIC
TRACE WIRE (SEE NOTE 8)
ION
DOUBLE STRAP' ELEVATI
SERMCr SADDLE
NOTES
1. SV _;SIVE TAPS INTO lK WATER MAIN SHALL BE A MINIMUM CF 16" ON CENTER.
2. ALL SERVICES RCOUIRE 36" MINIMUM, COVER.
1 MINIMUM SERVICE SIZESHALL NOT BE LESS THAN l"O. DUAL StRMCES SHALL BE A MINIMUM 1-1
TRIPLE SHAIJ BE A MINIMUM 700 AND QUADRUPLE SEP\V1Cr, SHALL BE APPRIOVED BY IRCoUs,
4. 1"0_,& 1-t/2"0 LONG SERVICES REQUIRE A 2" MINIMUM, IA1 CASSNO PIPE. 240 LONG SERVICES REQUIRE
A 3 , MINIMUM 1,10, CASINO PIPF� I�ASING PIPE SHALL BE SCREDULI_ 4o. P�V.c.
ALL METERS 2"o Ill SMALLER SHALL BE INSTALLED 13Y IRCOUS. REFER TO APPROVED MANUFACTURERS'
PRWVCT UST FOR METERS GREATER THAN 2"0.
INN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND�OR CONTRACTOR AND SHALL BE INSTALLED
ON
ON ALL LOCIONG CURR STOPS, SAMPLING POINTS, AND WKER SCRVICE CIN114ECTIONS AT Ill", IAME
OF ACTIVATING ALL WATER, MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS,
7. CURB STOPS SHALL UE THE SAME $IZE AS THE METERS T14AT ARE INSTALLm
& TRACE, WRE TO BE INSTALLED AS PER DETAIL M-11.
'E
t LOCATE MARKER BALLS ARE TO 13C PLACED IN ALL METER BOXES IMTHIN 24' FROM SURFAC
10. ALL R=fNTIAL AND -DNE ERV SERVICES SHALL BE 5,/8*' METm-
11. PRE-PtUMSED METER BOXES TO BE PER !RCDUS APPROVE[) MANUFACTURERS, PRoD11jcT UsT.
DRAWING
I'MObW R COUN't"Y NO.
tVr4R
OT 0
DV ARTMO F WATER SER IC
V E
W_ 4
UMNIVIS SERVICBS
TO
am vv-, FLOW
FLOW
WATER MAIN
E L!A6NN VIEW
REDUM PRESSURE
BACKFLOW PREVENTER
VAN CATE VALVM
Wi MAIN
UNIC)
7�
<
M5
FINISHED
GRADE
FLOW FLOW
NOTES
INCLUDING SINGLE FAMILY RESDENTIAL
1,. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS
AND. CONOAERCIAL ARE, REOUIRED TO INSTAL" DOUBLE r"HECK flACKFLOW PREVENTER
MTH REDUCED PRESSURE ZONE FEATURE AS DE-11--kkit BY t_0qL1TY_
Z AU- MULTI-STORY� MUL11-FAMILY SERVICES ARE RCOUIRED TO INSTALL
RPZ 8ACKFLOW PREVENTORS.
3. APID EOUALS HAVING PULL UL, USC, AND AVA-1 CERTIFICATIONS MAY
SPECIRC APPROVAL BY IRCOUS.
BE INSTALLED ONLY AFTER
4.� SUPPORT SACKFLOW Pkfk-reNTER FROM WALL OR APPROVED PIPE
SUPPORT SYSTEM, Piq-1E SUPPORT SYSTEM Sti BE BRASS.
t-OPPER OR D.I.P, AS APPROVED BY IRCDUS.
& BaDW GROUND INSTALLATION IN A VAULT MAY BE CONSM)ERED
r
W APPROVAL IF FINISHF.D ORADE OF BOTTOM OF VAULT IS AT
LEAST V-0" ABOVE THE HIGH WATER LEVEL.
6. PIPING 2
-1/2" OR GRtATER SHALL BE FLANGED DUCTItE, IRON PIPE.
T
7� ALL MATERIALS ARE TO BE PER IRCDUS APPROV-D MANUFAC URERS' PRODUCT LIST.
ALL FAsrr_,,NERS. SHALL ME 304 STAINLESS STEEL (OR APPROVED EQUAL),
NTERS SHALI BE CERTIFIED BY APPROVED TFSTER AND APPROPRIATE
9, ALL RPZ BACK FLOW PREVE,
c;�nm FORM SUBfil 70 iRCDUS-
DRAWING
INDIAN RIVE -R COUNITY NO.
DEPA-RTMENT 01" A -VENT
I L ER
B A Cr-\/ F L0 W C'R'-: W-1 1
UTILITIES SERVICE
VA*Oi "*4
till Ill 1 '11 IA lij I I I I'd ,I ili� ji I Iii,6" IIIIIIIIIII, 1111111111, 2
RUBBER GROMMET
METER BOX 001iii, -will
"ll'
(LID NOT SHO �"A
r
1- 1/2 0 P.
SERVICE LA
"0 P.E.
ERVICE LATERi
RpAqq rnMppF7<,1
LOCKING -
CURB STOP WYE BRANCH
PLAN VIEW
BRASS LOCKING CURB STOP- IN LINE DUAL
WITH INTEGRAL METER COUPLING CHECK BY IRCDUS
X
z
PROPERTY LINE
CID 1L
z
2**
BALL
FLOW 1 "0 (MIN) CUSTOMCR PIPING FLOW
(BY OTHERS)
ELEVATION,
N 0 1 E -_S
1. METERS OVER 2**o MUST BE APPROVED BY IRCOUS AND INSTALLED
BY CONTRACTOR,
2. ALL METERSS 2"0 AND SMALLER 0ILL BE SUPPLIED AND INSTALLED
BY IRCI)LIS.
3. MINIMUM SIZE OF METER BOXES; 1"0 SERIACE (12" X 18*)i 11-1/2"o AND
2"04 SERMCE (17* X 28"),
4. METERS GREATER It -IAN 2*0 SHALL BE COMPOUND METERS. REFER TO IRCOUS
APPROVED LIANUFACT013ERS PRODUCT LIST.
5. TRACE VARE (NOT SHOWN) TO BE INSTALLED AS PER DETAIL M-13.
6. LOCATE MARKER eALLS ARE TO BE LOCATED AD�IACENT TO ALL INLINE VALVEE BOXES AND
PLACED, IN ALL METER BOXES WITHIN 24" FROM SURFACE.
7. PRE -PLUMBED METER BOXFS PER IRCOUS, APPROVED MANUFACTUREV PRODUCT LIST.
DRAWING
INDIAN RIVER COUNTY NO.
DEPARTME NT OF
UTILITICIS SURVICE,S METER BOX W-6
PRESSURE GAUGE
(SEE W-14 N010)
DOUBLE CHECK VALVE
2" GATE ' 2' SCH 40 'T
vxi_vc �7y�p) oe
OR `W�v" (TYP.)
2" METER
L
tA
U)
X
< p
2" SERVICE FINISHED r3RADE >
SADDLE
`77 �41 7
/1, 7-77,
CORP STOP
DIRECTION OF FLOW
TIE-IN VALVE TO BE
CLOSED AND LOCKED 2* SERVICE DOUBLE
SADDLE SS (TYP)
NEW INATER MAIN
EXISTING WATER MAIN
ImUfflam,
NOTES
1. TIE-IN VALVE SHALL BE CPERATED BY IRCDUS PERSONNEL ONLY AND IN '4iE
PRESENCE OF THE ENG!NEER OF RECORD.
2, ALL LINES TO BE FULL PIPE FLUSHED.
3, ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS" PRODUCT LIST.
4� A 2' TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCOUS.
5� CORP STOP SHALL BE PLUGGED AFTER REV.OVAL/ABANDONMENT OF TEMPORARY JUMPER.
6. WHEN JUMPER IS NO LONGER REOUIRED. SERVICE SHALL BE ADANDONED AND PLUGGED AT MAIN.
7. FIELD INSPEC71ON BY tRCDUS IS RFOUIRED BEFORE UTILITIES ARE ACCEPTED,
6 v
DRAWING
"N'DIAN PRIVE'R COUNTY TEMPORARY NO.
DEPARTNIENT C)F
UTILITIES SERVICOS jUMPER DETAIL
IW -13
I1 1 3 lill lill I I a
3/4' NIPPLE
3/4-' DUAL
CHECK VALVE,
CORP STOP
LE
3/4' NIPPLE
1'x7 1/2" SCR 80
PVC IDLER
�4
SEE DET_�AIA RUBBER GROMMET
L 'A*
Tr-" DETAIL * A
I UF v
V4 METER BOX LED
Y
40
SECTION VIEW
NOTES
1. PRE -PLUMBER METER BOXES PER IRCDUS APPROVED MANUFACTURES' PRODUCT LIST,.
DRAWING
INDIAN RIVER COUNTY YPICAL PRE-PLUViBED
DEl"ARTMENT OF
-7
UTILITIE'S SERVICES METER BOX W
2x4 MARKER PAINTED GREEN
(SEE NOTE 5 & S-2)
6" CAP
OF ROAD CROWN
z ELEVATION OFROAD
>
z N,
0
'x
2#-0"
COVER cc
MINIMUM SLOPE 1/4" PER FT a_
USE GREATER SLOPE 0
0" WHERE POSSIBLE
DEPTH TO BE
MARKER BALL TAPED DETERMINED IN THE
TO 6"x4' VA*E (TrI FIPLD AS REQUIRED TO EL.VATION
AVOID 01HER UT114TES (TYP)
-,VIrE
TV
_SFr
ICAL 0
ool
W
STANDARD BRANCHES a�
TO BE LOCATED, IN THE FIELD
6-x5' WYE COMMERCIAL
INSTALLED PLUIG AP WTH 6%4' WE RE"SIOENTIAL
TAPE
(TYP) IDL 600
BENDS AS
E-01 Li
REQUIR
qOF SEWER MAIN TO B E
ON q OF STREET UNLESS
w :��4 OTHERWISE APPROVED
LJ DOUBLE- WYE COMMERCIAL '3 Y 1RCEtUS
z
v
J�' DOUBLE WYE RESIDENTIAL 0-
L ANI VIEW
IR(UtS RFSPMSI8t! ITY
CAISTW"T OR RO-W,
N OTE
1. SANITARY SEWER LATERAI S SHALL BE A MINIMUM OF 6" IN DIAMETER.
2. MAGNETIC DETECTION TA�F'11' SHALL BEE WSTALLED OVER ALL SERVICE LATERALS.
3. ALL M�ATERIALS ARE TO i:�'ER IRCOLIS APPROVED MANUFACtURFRS* PRODUCT LIST.
4� MARKER BALLS I'D BE T,4,PE-n TO 6'x4" WYE 24' BELOW FINISHED GRADE�
S. PLUMBING CONTRACTOR till BE RESPONSIBLE FOR RISZ-R PIPE WITH SEND FOR SERVICE CONNECTION
AND FOR CUTING SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE S-3 DETAiL)
DRAWING
INDIAN RIVER COUNTY., STANOARD LATERAL NO.
UTILITIES SERVICES (SHALLOW SEWER) S-1
5
0
U�
Baker
MICHAEL D. COPPAGE
FL P.E. NO 73428
I 111jill, Hill,
I 1 11 ''1 1 ii 1 1 1 1 1 1 I'll , h , , ,, h-,11,
Drowing Namez
r
11 OPINION am 101 IN — — — — — ------- --
4
LANDSCAPING AND IRRIGATION REQUIREMENTS . . . .....
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SODDING OF AREAS SHOWN IN THE PLANS. THE CITY OF ----------------------------------------- SE
SEBASTIAN WILL PERFORM ALL OTHER LANDSCAPING ----------------------------------------------------
WORK, THIS SHEET IS PROVIDED TO THE CONTRACTOR FOR
INFORMATIONAL PURPOSES AND TO PROVIDE THE
CONTRACTOR WITH THE VEGETATION REQUIRED FOR THE
IRRIGATION SYSTEM, 4 LEGEND MUNICIPAL AIRPORT
THE CONTRACTOR IS REQUIRED TO DESIGN AND 11 oil III I 111 11 SEBASTIAN, FLORIDA
CONSTRUCT AN IRRIGATION SYSTEM IN ACCORDANCE WITH BAHIA
THE CRITERIA SET FORTH ON THE IRRIGATION SHEETS, THIS
GROUND COVER
WORK SHALL INCLUDE HIRING OF ALL DESIGN
F I M0.2 I I M, M
PROFESSIONALS, DESIGN, COST OF AND APPLICATION FOR ASPHALT PAVEMENT
ALL NECESSARY PERMITS, CONSTRUCTION OF THE SYSTEM, INTERNATIONAL
BUILDING
AND ALL TESTING AND PERMIT CLOSEOUT REQUIREMENTS BENCHMARK
TO PROVIDE A TURNKEY IRRIGATION SYSTEM.
MAG NAIL AND DISK CONCRETE AREA MICHAEL BAKER INTERNATIONAL, INC.
N 1265038.8 10
5020 WEST LINEBAUGH AVE. SUITE 240
THE CONTRACTOR SHALL COORDINATE WITH THE CITY AS E 820037247 TAMPA, FLORIDA 33624 (813) 889-3982
APPROPRIATE IN ORDER TO SCHEDULE INSTALLATION OF ELEV. = 20.49 RED MAPLE TREE CERTIFICATE OF AUTHORIZATION NUMBER 28861
THE IRRIGATION SYSTEM AND LANDSCAPING VEGETATION. CO 11 1 11 1 111 1 Hill I
0i - Designer, Checked by.
TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA LIVE OAK TREE — MC MK
(INCLUDES NEW AND
RELOCATED EXISTING) - Technician: 8oker Proj. No.�
AF 139975
SABAL PALM TREE
11 111 Ill I I Hill 11 1 1 I'll I I I ii I IIIIIIIIIJ11111
W Engineer or Architect of Record
SWEET VIBURNUM 24" MIN. AT
PLANTING PLANNED AT 24#1 O.C.
JL
T T
UU1
r
...........
x 1',,
'7'gm -
................. .......
nno
RELOCATION
MICHAEL D. COPPAGE
nnn***
FL P.E. NO 73428
... ... 11 Notes:
'777'�'
"M
t575'_
@
e E-1 BENCHMARK
tol
MAG NAIL AND DISK
42.2' N 126481J.902
V", V �'V
E 8220040.109
ELEV 20.72
....... . ...
......... .
'Tl. . . . . . ....
.... ..... . .
I>
77
:A
M
W6
NO
. . . . . . . . . . . . . . . @
@
_V
I> to
ca
-BUILT CATCH BASIN
AS
-*L DING Z RIM EL. 19.55
7
1: T_ INV. EL. 16-30
I>, 4,
FORCEMAIN
UE No.
........ ..
— — — — — — — — — — — —
:D ADJUST TO E -- ------
V OFF EOP
U EL
_U
CNN
APPROXIMATE IRRIGATION zzz __ W
---------------
WELL LOCATION I _/ ------------
A -BUILT SAN. LATERAL
16.98 zz
INV. EL.
DWARF MUHLY G�ASS
AND PLUMBAGO IN
V)
INFORMAL GROUPI�GS -----------------------
----------------- ------------------------
------ ------------------------------------
ALE A U IND T tp Project Nam:
— — — — — — — — — — — — — — - — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — —
REVISIONS
Description Date
I
AUJUST TO --- - - - - - - - - - - - - - �:: --lif
5'OFF EOP CONSTRUCT HANGAR C
MAINTAIN CLEARANCE UE UE AS -BUIL"- CATCH BASIN
FROM FIRE HYDRANT. UE RIM EL. 19.54
SEE UTILITY PLANS. AS -BUILT ELECTRICAL LOOP
3-2" PVC PPROX. < Drawing Name.
W W W W 36"-42" BELO W RADE
80 —AS -BUILT SAN. LATERAL UE UE LANDSCAPE PLAN
':�—RIIIIT on* PF -&/n INV. EL. 17.20 EXISTING SWALE
EL. 15.48
2
I
AS -BUILT SAN. LATERAL
INV. EL. 17.20
3
4
'�)—L�UILI GAIW-f 5A,'�41\1
INV. EL. 16.50
FDOT Project No.: FAA A.I.P. Project No.. -
425750 -1-94-01
Date: Issue:
FEBRUARY 2016 BIDDING
Scale: Drawing Number.
ASSHOWN C6.1
By
0
Is
K
QTY.
C MM
�'? ON NA ME
SIZE
T
NO ES
TREES
EXISTING OAK
TO BE RELOCATED TO NEW
LOCATION AS SHOWN
2
LIVE OAK
(8' MIN. HT, 2„ DBH, CROWN
AT PLANTING)
RED MAPLE
8' MIN. HT, STANDARD TRUNK
6P
SABAL.AL M
12r 1 4 CLEAR STRAIGHT TRUNKj
SHRUBSIGROUNDCOVER
108
SWEET VIRBUNUM
24" MIN. AT PLANTING
30" D.C.
10
PLUMBAGO
24" MIN. AT PLANTING
30" D.C.
10DWA
F
R. MUH `
LY GRASS OR
DWARF FIRECRACKER
24 MIN. AT PLANTING
30" D.C.
t
iSOD AND GRASSES
P
BAHIA SOD AREAS AS
SHOWN ON PLANS
PM
1. CONTRACTOR SHALL
ASSURE PERCOLATION
OF ALL PLANTING PITS
PRIOR TO INSTALLATION
VI PINE BARK NUGGETS, 1"MAXIMUM SIZE
MIN. DEPTH (TYP.)
lIL BERM TO HOLD WATER, 6" TYP.
41SH GRADE, SEE GRADING PLAN
'MIN. DEPTH OF PLANTING SOIL
lR GROUNDCOVER BED
�EPARE PLANTING SOIL AS SPEC'D.
-IEN GROUND & SHRUBS ARE USED
MASS, ENTIRE BED TO BE
EXCAVATED TO RECEIVE PLTG, SOIL
PLANT MATERIAL, AS SPEC'D.
ALL SHRUBS/GROUNDCOVER TO BE
TRIANGULAR SPACING. SEE PLANT
LIST FOR (O.C.) SPACING.
MIN. SETBACK FOR SHRUBS
12" MIN. SETBACK FOR GROUNDCOVERS
CURB / EDGE OF PAVEMENT / BED LINE
NOTE:
1. THE PERIMETER OF ALL CURVED
PLANTING BEDS SHALL BE PLANTED
WITH A ROW OF SHRUBS AS SHOWN IN
THE PLANS AND AT THE SPACING
SHOWN IN THE PLANT LIST. INTERIOR
PORTIONS OF EACH BED SHALL BE
PLANTED AT APPROPRIATE SPACING
ACCORDING TO THIS PLANT SPACING
DETAIL.
PLANT SPACING DETAIL
NTS
K
GENERAL NOTES
THE CONTRACTOR OR SHA L
L BECOME FAMILIAR WITH THE PROJECT SITE PRIOR TO BIDDING THE WORK.
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED
IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION, LOCATION OF ALL UTILITIES AND BASE
INFORMATION IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND
BS
O TRUCTIONS :PRIOR TO INITIATING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR
REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL
CONDITION AN '
D TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. THE OWNER'S
:REPRESENTATIVE SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND
ALL WORK AND MATERIAL WHICH IN HIS S QPINNON, DO NOT MEET WITH THE REQUIREMENTS Of THESE
PLANS AND SPECIFICATIONS. ALLRAD
G ES, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE
VERIFIED BY THE CONTRACTOR ON-SITE S TE BEFORE CONSTRUCTION `BEGINS, ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO START OFNSTR I N
CQ_ UCT 4
AND/OR FABRICATION. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. REPORT ANY
DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE OWNER'S
REPRESENTATIVE.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION
OPERATIONS 14
NS T O PROTECT PUBLIC ACCORDING T P
G O ALL APPLICABLE CODES AND RECOGNIZED
C GNIZED
LOCAL PRACTICES. THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE
OWNER'S REPRESENTATIVE. THE CONTRACTOR COR SHALL MAINTAIN ALL EXISTING EROSION AND
SEDIMENTATION A !ON CQNTROL MEASURES DURING CONSTRUCTION, PROVIDE ADDITIONAL .MEASURES AS
NECESSARY TO MINIMIZE ADVERSE IMPACTS IN
ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE,.
AND LOCAL CODES. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE
OWNER'S REPRESENTATIVE. DURING THE COURSE OF THIS WORK, EXCESS WASTE MATERIAL SHALL
BE REMOVED DAILY
.FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING
AND COORDINATION OF WORK WITH OTHER TRADES AND THE OWNER'S REPRESENTATIVE. THE
CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HRS MINIMUM PRIOR TO
DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES. ALL EXISTING SITE ROADS,
PARKING LOTS, CURBS, UTILITIES, SEWERS, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY
PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED.
�01�
PLAN VIEW OF STAKIN(
1
GABLE
LEADER
ARROWHEAD
ANCHOR
NOTE:
1.)ARBOR TIE
(STAKING COMPONENTS
MANUFACTURE BY STAKIN
SYSTEMS INC. OR APPRO�
2.)CONTRACTOR SHALL:
ASSURE PERCOLATION
OF ALL PLANTING PITS
PRIOR TO INSTALLATION
1. CABBAGE PALMS ONLY SHALL BE HURRICANE Cl
REMOVE ALL FRONDS. CUT THE LEADER OR CEI
BUD BACK, LEAVING ONLY SECTIONS OF THE FR
CLOSE TO THE PALM NUT.
. CONTRACTOR SHALL ASSURE PERCOLATION OF
PLANTING PITS PRIOR TO INSTALLATION,
3. FINAL TREE STAKING TO BE APPROVED BY OWN
PRIOR TO INSTALLATION.
4, SOIL BERMS ARE TO BE CONSTRUCTED AT RIGH
ANGLES TO THE TREE OR SHRUB OR IN THE PO
WHICH WILL MOST EFFECTIVELY SERVE THE
PURPOSE OF RETAINING WATER AT THE BASE O
THEPLANT.
FINISH G
X ROOTBALL
TREE PLANTING DETAIL
NTS
?0 GAL. TREEGATOR/
NATER RESERVOIR
NON—SLIP KNOT
3ET TOP OF ROOT BALL
2" ABOVE FINISH GRADE
3" MULCH MIN. (TYP)
SOIL BERM 6" (TYP.)
COMPACTED SUBGRADE
PREPARED PLANTING SOIL
AS SPECIFIED
PALM PLANTING DETAIL
NTS
3
2
PREASSEMBLED PALM SAVER
COLLAR BY STAKING SYSTEM
(OR APPROVED EQUAL)
3 EACH 2" X 4" PAINT BROWN
20 GAL. TREEGATOR/ WATER
RESERVOIR
3" MULCH MIN. (TYP)
3 - 2'X4" STAKE (TYP.) PAINT
BROWN
SOIL BERM 6" (TYP.)
PREPARED PLANTING SOIL AS
SPECIFIED
2
A
LANDSCAPE NOTES
1. THEONT
C RACTOR SHALL REVIEW PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE
AND SUBSURFACE UTILITIES.
PLANT2. THE A SHOWN ON y a•E CONTRACT DOCUMENTS ARE •• THE
CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING A
QUANTITIES
1 y tl{ REPORTING
•,i ® DISCREPANCIES
`.w r i FOR
w *•ai PRIOR
#ii TO M 1
AWARD AND COMMENCEMENTOF ••
t ALL
INSTALLATION
A• • PLANT
x Awy SHALL COMPLY
i APPLICABLE
## d Ar• JURISDICTIONAL
CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATE� �VIT
THIS WORK.
A PRIOR i PLANTING
, a*i- CONTRACTOR
r yitr SHALL CONFIRM
r AVAILABILITY
yy AND
SPECIMEN
ALL
THE SPECIFIED
PLANT
* *ik SUBMIT DATED
# °® i • w k" OF kwe x iF.
r r 1MATERIAL
A - a•OWNER'SREPRESENTATIVE
•iy •#
5. ALL PLANT
MATERIAL
wa SPECIFIED ARE CONTAINER
t x er
a SIZE SHALL BEINCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED,
r * k - k II♦ • i • • w � w
a r - � A � l � -. a x �. • w A % k k a Ir # k w �- k
• A ' a A • # i # "' i • • !
w ' m y • a '
e
• i, iu► A r l x a• x a A # k
lot
ill ldfWyATrd�&lfl&l
I� i
• PEG
SPECIFIED i! ON SLOPES GREATER
1w
10. THE CONTRACTOR SHALL ENGAGE A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLY
COMPLETE
TREE
R MORE EXPERIENCE,
• PERFORM
+It O #!. FOLLOWING
PROTECTION • w i
11. REMOVE BRANCHES -• TREES * ARE • REMAIN,
► REQUIRED,
.- AS
DIRECTED i"li OWNER'S
REPRESENTATIVE.
r r ! a j • # • � ►r a x � a • • • • • i • w
•1 • * • i�A • # •
r r • r s • r A •. �.w � r � , y • w � �. i - •
y • r a • • a • i • � � � w + i w. A6. , •. - • a w • A � r
• • / • • x • r i , i � • d A i • � w y • #
/ 1# r r •. � � i.. r w w i d
` • A i- A • •►` A ili • r
i #* •• * i k • • k a w a • • r j# • ! g y r y
A • • 1 a l •... A • • 1. A -#.y r w# •
A a a • •:w s a � x r•w• k i i- i • •w A
s r 1 ► # a a w 1 i a i w} • s A w
i•� • �►/� x 1 A•r yt r r • l # r i
a •
w i k � • � i r Ilt w k -. k i � k � � • l r,
` • � ` � w k i i k Ili k • r. /' � k i � a
A 1 •
21. PALM HEIGHTS, AS k ON PLANS, REFER
CLEAR
w '" GRAY
y •
OR OVERALL HEIGHT (O.A.) AS SPECIFIED ON THE PLANT LIST. CONTRACTOR SHALL COORDINATE
ALL
PLANTINGi s IRRIGATION
wy T• •r
22. CONTRACTOR
.# *i r SHALL : RESPONSIBLE F
.r• e'm i ' ALL y WATERING
.w REQUIRED
. D • SUPPLEMENT
IRRIGATION A • AND RAINFALL.
23, CONTRACTOR 1 RESPONSIBLE
r• w HAND WATERING
,# ALL
PLANTING
a AREAS,
REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION.
y CONTRACTOR
r * i t SHALL r Ally ALL
AREAS
. • aDISTURBED 4PLANT REMOVAL, R• 1i
AND/OR INSTALLATION WORK,
25. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT
MATERIAL DISTr# 3r • r DAMAGED w PLANT
REMOVAL,
•, si d• AND/OR INSTALLATION A •
WORK.
• MAINTENANCE
1 SHALLAFTER
EACH
PLANT
1 a BEEN INSTALLED
. I e SHALL CONTINUE
UNTIL THE DATE
OF SUBSTANTIAL
/ • r ii- MAINTENANCE
A WATERING,
lM 1i r
WEEDING, MULCHING, REPLACEMENTS OF OR DEADPLANTS, AND ANY OTHER ,r
NECESSARY •r PROPER GROWTH PLANT y•,
L.
27. UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF
THE WORK SHALL B�E HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE
FOR SCHEDULING THE INSPECTION AT LEAST/ PRIOR
wit i ANTICIPATED
INSPECTION DATE.
® CONTRACTOR SHALL SUBMIT" a -/ OF " , ww OF ALL PLANT a # y
FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION.
29. THE CONTRACTOR
r ,•# SHALL REPLACE
• , ♦ DISTURBED SOD k # k AND
• 1/ ALL
DISTURBED
a • A
WITH A TYPE TO MATCH THE EXISTING AREAS DISTURBED.
II IRRIGATION ALL CITY
OF f k k INDIAN ! #COUNTY, AND
STATE OF
FLORIDA • i - AND STANDARDS FOR FLORIDA FRIENDLY STANDARDS. Ild wl!
31. MINIMUM 50% OF ALL PLANTED MATERIAL TO BE NA
APM
5E
MUNICIPAL AIRPORT
SEBASTIAN, FLORIDA
• w �; • wr
INTERNAT10MAL
MICHAEL BAKER INTERNATIONAL, INC.
C,
5020 WEST LINEBAUGH AVE, SUITE 240
TAMPA, FLORIDA 33624 (81 3) 883-3982
CERTIFICATE OF AUTHORIZATION NUMBER 288M
Designer: Checkers by
MC MK
Technician: Baker Prof, No.>
AF 139975
Engineer or Architect of Record
MICHAEL D. COPPAGE
FL P.E. NO 73428
Notes:
REFER TO SHEET C4,1 FOR LEGEND
REVISIONS
No. Description Date By
I
Project Name:
CONSTRUCT HANGAR
[drawing Name:
LANDSCAPE
DETAILS AND NOTES
FDOT Project Nva.; FAA A.I.P. Project No..
425750-1-94-01
Date: Issuer
FEBRUARY 2016 BIDDING
Scale; Drawing Number.
AS SHOWN C.