HomeMy WebLinkAboutPLANS6UANNED
BY
St. Lucie Countv
t I
'� N.L. ( FF'Y Y � K
f2i'3f�',iYi �`�£'13" k�',�,�. y;�
%`35• �' F OY X:j, qY
P {
s-eW�n�v
i� �
y{ 3't�
`M1✓'3-��''..'$//
A ..e� -
'�i'!"*Yti '
j I
' •+n.a„rt
i _ _
i T
%�`nLroi-Mir. etc%tP R=ox=mca c,rc!+sws
TfOiNF1ESJEN e.ZZ6(FG,N'%CIRM�
as Arva.T�eouaT�
.i0%YEbS41t1YA0 Olt
1=1RA6NV;84YYiM9!SN
'�T�,
"�
j
I
ryN a
_ n b
aFniwuaxY re
ewe oe ak x.
11 i
o�'o '���
..—
�F�. !—.•—i
M t "r
r,.;.
t
t tu>rmoti c,mau:lu
' 34)3wf 1909UllfAT
I I pewwnaw.w
i
i Y '•,2
t ` a
If 5
UINYCU MER}GiIU.YAi L\C.
nor
STLUrt. '^'^
... ... an
1..v
tlU1Stro L\Ttrket]UNAL ll4C
wtm
864VX W[
URFRCUThTLP.h5514\AG IlC "Me84.
Laa a. +'rn
we
°`Yso-m
fI
j
� I �
rxnruia:vc�! '
QLKCI "..jPHR CEN:ICiC!1 Dm
OA'IXECW!CG+RruSxc
lm.)w as asertzr
OSK1SQMk"GMv
n=%„56 MS Y�6CPFW
o r%rarxrwin+
- wntm¢rocn.-va
,�P.LfiFLW
rix[usllaw,e+
TCQSSIC�ILNS
l MIM.Tuli
}
I
FRIOWELEVARCN
OJ RDOFCORN�R CCMPQ=CfONCEFAft.
ST. LUCIE COUNTY BUILDING
Pro-ReviewedNot In Compliam)
SmE ESEVAilQV
i
ANYPRfi RPiN➢®
YlKPF1F
3K/Iti31¢SW1E
nm_euTuw � .
.T mu1 -TLSm3
6UANNEu
BY
St. Lucie Count%
QRIoGEcA4N WND&AfL-
ST.=E N BRLSCO INTERN's'UONAV,. [TUG `—
_ '_ 'f orct ur.'£Lmr
m-� unxwr E0:67 t�
TRN:SR SFiELTER.924tXi 'St TERS .1-BD�-esJ-SE55 rw8V.5NMJ_ .
AwL FNBx- - +xxwrs>ewwcaRrraanRmalaso
APPRO)TEKSCRc"1Y 4axaws.S.CINCH STUDS.
APPROIL l2 QG f LCCKWaSMER, d NUT
-IECIRYlE HEADER pJ PER COi:t cDaw�
K;•,•nj4- A
waoirai'13
e µ TEOWELCDSImRT
nutavNUatCOLtleeN
.
1 Q11.CDOLE COWFANCOKNEC71C21DETAIL
' BBSSCO. IhTBiiNAT[0miu LYC.
Q 6ASR6RO�CONNECION OETaLS
- I BRISCO ENrE(t`,
MWLIHE•nSIZ
21
TECHLViE.TLyt2 RtG A °"1°'�0'eO�""'P4���w�.•T�CtRI{uE�11512' 1 awl-�uow�+�mcmm�emaaam TEG4INE-TL5f2 S2i 6
rrnN.vrNArtn�samcR.m.awmE:m»a:ac u1.5' d ��� �' ..I 'M3IMWOOa3i.✓>IMYGBtlRA.W4� 1' t
JUANITA AVENUEIESSEX DRIVE
' BUS SHELTER
ST. LUCIE COUNTY, FLORIDA
;; NO.1 LATE I HY1 REVISIONS
`
-
B%WAY
CALL DEonYOU
k..
wSELOW
D
If. tuLlYs hee.lYa NelTw.
w .eallsunshine.cam
THE RPEcV7G MMSEµD NCR FORµ111CN d. PRE. REYEe OFµ.WJR .REWNCR ON TIR C%YMENFNRMOIRYMrtENµT10ROATOMNARW>MN BY RYW EP.I.EM<LLNEMMOVf WBMYRIRYW ANES P.EE RRPA EONSYLTNO E...
FORDATE:
08-17.2016
\
HORL 6LALE: NA
Rudd Jones, P.E. & Associates, P.A.
oRAwNBY.-
DAD
BUS SHELTER
Consulting Engineers
DESIGNED BY:
SSG
(ARCHITECTURAL PLANS
VERT.6CALE: NA
CHECKED BY:
SSC
BY OTHERS
PROJECT No.: 301516
74505outh FeOersl HPort SL Lucie, S 3t953, Phone: In2I 33F2933
wy,
�2
.- FLORIDA CEFRn Te OF Aumowzwnox xw oameA(
p,iDyq pMD:
CADD FILE:
SHEET Ct2 OF
ST_ LUCIE COUNTY
?�C PROPOSED BUS SHELTER RECEIVED MAR 312017
1�1N•s��a�cK�EQ• JUANITA AVENUE & ESSEX DRIVE
t�
L E C 0
FRONs SECTIONS 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST ST. LUCIE COUNTY, FLORIDA
�$1DES ST. LUCIE COUNTY CONTRACT NO. C 12-05-370/ WA #2
RNR
INDEX OF PLANS
SHEET No. SHEET DESCRIPTION
Cl COVER SHEET
C2 EXISTING CONDITIONS PLAN
C3 SUMMARY OF QUANTITIES
C4 HORIZONTAL CONTROL PLAN
C5 PAVING, GRADING & DRAINAGE PLAN
C6 TYPICAL SECTIONS AND DETAILS
C7 EROSION CONTROL PLAN
C8 TECHNICAL SPECIFICATIONS & PROJECT NOTES
C9 SIGNING AND PAVEMENT MARKING PLAN
C10 MAINTENANCE OF TRAFFIC PLAN
C11 MAINTENANCE OF TRAFFIC FDOT INDEXES
C12 BUS SHELTER ARCHITECTURAL PLANS BY OTHERS
GOVERNING STANDARDS AND SPECIFICATIONS:
FLORIDA DEPARTMENT OF TRANSPORTATION,
DESIGN STANDARDS DATED JANUARY 2015,
AND STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION DATED 2015,
AS AMENDED BY CONTRACT DOCUMENTS.
SCANNED
BY
St. Lucie Countv
a
T No.
Cl OF 12
�O
x Lp—
EX EDGE OF
X PAVEMENT
�O
3y
x 20 4 EXISTING
SHELLLROCK
_4,_ _- $,•- , , ,A i
AY
..55 'NC Y RATOV PLAZA UNIT THREE ftEPLAT c is W
- 6. ..•� a0L0@ 20.D 19.60I 19.61 ': 19.7
'(PLAT BON 16.,?AGE. 12)
LOT 145 war
n I a
VALLEY
CURB
cuRe
6� ]]qq Y
2U.124 20.18 * zo 2i F
lop v32 tip �}a ryx
"t? CONCRETE
Ri x 20.5
X 20.4 RIVEWA 0
'X 20.9 t _
�..,." 207
a
�y# MOT �lY � -i *w 1
.SjRATOY
•14, z39)
LAT 808. � y,
� a
20.3
x '
3 r
y
A
As
4
o
0
RN III
ys
e„
-
21 E
ni s DOCUMENT. TOGEMEn w11X EXE CONCEPR AND DESIGNS PRES ENMD KEREDN AS AN NSMU MENT OF SERNCE. M o
JUANITA AVENUE/ESSEX DRIVE
BUS SHELTER
ST. LUCIE COUNTY, FLO
NO.
DATE
5YI
REVISIONS
2l,19.19481
199 4
?^A.04
2Toq($15 2,00g
V T` �g,
2010
x 20.22
�0 73 1 •0
20.26
ry0 �p. ryp.
Ex EDGE '
`'o o JUANITA AVENUE (e�A
lrPUTTEOR
J� `A9 (ASPHALT PAVEMENT)
6
ry?
,NJ ti�
20.30
p
20,J5 ry
8A4�
20?-A �� 20 J9 20:27
x 20.2
x 'STOP'
2�L, x 20.6b CURB '{
SI
tiD'
�a , • O'0
„yitBB" 4
VALVE
00 i
2p o - sa, EL
EX. 2'
VALLEY GUI B
s
U
AP SyT�I
PT ".
N 11411
19.eP� o.os
R
"{ W000T)D1TIY
J w
.5i rA t' POLES WT7
UNDEj2P0UNO
X
_ U) a
sT
�4
U)
LU No
N7I
Ar
19.67 x 9.86
F_; anF'
A !
F11Fv
_ NORTH�'n
K
A
19.48 x
t1
.�0
�C.FNTERI INF
ap
ryp.
CONCRETE 4 20.3
y DRIVEWAY z 20.6 x 20.6
4 �� -'I-
TOPOGRAPHIC SURVEY FOR
ST. LUCIE COUNTY BUS SHELTER AT
JUANITA AVENUE AND ESSEX DRIVE
ST. LUCIE COUNTY, FLORIDA
LEGEND
(NO ID) = NO IDENTIFICATION
C.M.E. = EXISTNG CONCRETE MITERED END
LB = LAND SURVEYING BUSINESS
X 22.35= EXISTING ELEVATIONS (NAVD 88)
IP = IRON PIPE
ITT = IRON ROD
CIV. = INVERT
EL - ELEVATION
CMP = CORRUGATE METAL PIPE
R/Vf = RIGHT-OF-WAY
—A—= EXISTING AERIAL UTILITY LINE
—X—= EXISTING FENCE
0 = EXISTING WOOD UTILITY POLE
E - = EXISTING POLE ANCHOR
0 = EXSTING MAILBOX
4 = EXISTING SIGN
n = WATER METER
= WATER VALVE
D = GAS VALVE
�oI ` GRAPHIC SCALE
30 0 15 30
X ��5
E r`
6 IN FEET )
X 4 1 Inds = 30 It
3 1: x ++IERIM \\\lllilfillY
N .. �� COOPS
-y7ATON P,�a7aA UNIT )wo aS• .....
PL@7,'9ooR V4 YAA�E,38) r 'LAT d3 �� 6 "••� '..
i
C.�,.. 655�
1
1
i 'O tephen $ SAD i P.IE.
> k � ' .. } ,�. �, /// � pro /®.n.�.• �y
t�a�534%
Ni
5 a� 1t.�iyR"
k Y O
NORTHSTAR
GEOMATICSi
TOPOGRAPHIC SURVEY
N VERTICAL"`DATUM OF 1988 AND 88T TOPOGRAPHY AND ROUTE SURVEY INFORMATION
l`
Rudd Jones, P.E. & Associates, P.A.
Consulting Engineers
7450 South FeBenl Hwy, Port SL Lucie, FI 34952, Phone: (772) 336-2933
FLORIDA CERPRCATE DF AU FHORRAnON em MON141
A
PROVIDED BY NORTHSTAR GECi1ATICS
PROJECT NUMBER 15-055
KNOW WHAT'S BELOW
YAK
S ' , BEFORE CYOU DIG
e
It's fast It's free. It's the law.
www.c illsunshine.com
ITW OWWATTENAUMOM NMDAWPMNBYRUDBANESPRSNALLBEw ON UWTORUWJONESPE60.5s TEs,PACONSN GENGINEERS
DATE:
08-17-2015
EXISTING CONDITIONS
HOI7Z SCALE: 1"=30'
DRAWN BY: DAD
DESIGNED BY:
SSG
VERY. SCALE: NA
PLAN
CHECKED BY:
SSG
PROJECT No.: 2015-15
CADD FILE:
2015-14-PLAN
SHEET CZ OF
—
_
I
I
i
OT 278
I
A
11+00 11+550 _
SET MAG NAIL/WASIFR LB 7217 STA 11+8
c3MIM RM OIr PCM MRAT
(FLAT B= 10, PACE iM
LOT 277
STA 12+75.76 33.60 L
STA 12+70.76 33.65' L--\�
4' HIGH CHAIN UMK FENCE
PROPOSED 5' CONCRETE SIDEWALK-,
IX CONCRETE SIDEWALK
PROPOSED BUS SHRMTM PAD
A / PROPOSED HC RAMP
4 PER FDOT S1D. INDEX A04
r51A 12+01.31 SAO R STA 12+7C
L
DRIVEWAY ,.`. �:'. ' • 5' CONCRETE 9' UUNLK It aIA 11
PROPOSED EXISTING Y SIDEWALK RIVEW 32.40•
o. TOP L.
BUS SHELTER SHELL ROCK
= SBY OTHERS ".�` .19'&,a o1.Q.CLTAR:ZW�.."
- _ _ _ _ IX
ELL ROOMBCR
5YAEN J
35
rr _-
-STA 112+01.94 2480' R
STA 11+8&98 JO36' R-'," STA 12+�01.98 3D.23' R
7STA 12+36.94 2&7r R IX
A CRETE
ATE 12+46.67 23.82' R BEN ES TO BE
RELOCATED BENCH
OTHER BENCH RELOCATED OVLD TO
BE STORED PROPOSED BUS SHELTERS
/
(BY ST. LUCIE COUNTY) (BY ST LUCIE CWNT1� J
STA 12+70.37 1893' R�
SrA 12+70.36 21 . R
WOOD UTIL
POLE WITH L
I I
I I
LOT 130 I LOT 131
9ERAT0L FLALI uIr MIME I OSED
9=70 FIAL1 UIT TAID 5' 9DEYWgLI(—
OUT Mw 14, PAZ B7) I WT 0= 14 PACE 35)
I 4' HIGH PLASTIC FENCE
I I
I I
I I
STA 16+91.81 24.3D' L
I I
PROPOSED 5
OTING MATCH DSIDEWALK
I I AND CLEAR UIJUTY POLE -
AS SHOWN MAINTAIN -
I S MINIMUM WIDTH
- -- -- A I A A STA 16+91..99,7 29.0V L
— + — — — — — — — — — — — — --4 — — — — — — — — — — — — — —
DRAT BOOT 10, PAGE 12)
18+90.20 13.9Y R
18+94.82 19.95' R
18+89.98 19.91' R
- 4' HIGH CHAIN
UNK FENCE
A A
EX. CONCRETE SIDEWALK
REMOVE/REPLACE EXISTING SIDEWALK INSTALL
DETECTABLE WARNING AND RECONSTRUCT
EXISTING HC RAMP PER FDDT STD. INDEX 304
I
LOT 144
1
—�J R/W UNE
17.04' L
E OF PAVEMEN1
STA 12+70.38 EX2,J JUANITA AVENUE (80 PLGATTED RING
11.21' R 1 W Y 2 1 50 (ASPHALT PAVEMENT) 14+00 6EN7Ep1 INF 14150
STA 12+75.J8 SET NAG NAIL AS11ER IB 7217 JU ITA BASELINE SB9� - 45Ef MAC NAIL/WASH"cR lB 7217
13.4'r R l STA 13+00 JUANITA AVENUE- I '
STA 18+57.18 0.00' E°"F„% """' x mCF OF PAVF4FNT _1 rmnrtn I
PROPOSED 1
PER FOOT'.
INDEX A04
H
SIX. 2' VALLEY CURB - Q
/�-BM STA 13+10.93 25. R - - - -,
q�-
20N
R OF SWAB-f7-
.
\5
IGAS
VALVE
NN�o p�p 2p
nl R ESSJI BASELINE
H
w i
LY
)< k�
GO ^ i
GO
U N
w
t
BM
EL. = 20.54
K1) SETYt'IRON ROD &
CCAP STAMPED'TRAV.
PT." LOT 132
N. 1141622.19 mini RATA LKr
E. 865386.93 (AAT EI.'OL 14, Puff 30)
HIGH CHAIN F' c EL- 19.35
LINK FENCE (2) ROD & CAP STAMPED
TRAV. PT."
0 STA: 16+0016.66R
I a N. 1141390.52
� _ F pGSiR6 ]O
MISD]LUTAQHT. RIGEIXFA WIM1i lIR CONLEPRANOOESWNSPRELENIEOREAEW,p3pH W61W1N£NTOF LERYILE.IS WIEND E➢OM.Y FORMA 6PECRCPIIRPOSE4NY NEM FOR WXICMR Wp5 PREPpRF➢. RELLE
JUANITA AVENUEIESSEX DRIVE
BUS SHELTER
ST. LUCIE COUNTY, FLOI',.
— --A
Rudd Jones, P.E. & Associates, P.A.
- — Consulting Engineers
MO South Fada.1 Hwy, Port St L.6., FI 34952, phone: (772) 336-2933
MOMDA CMVFHATE OF AUmD -WON Na OW0003
/T00 -
-
I T
I
I
I
I
I
I
I
I
I
I
I
LOT 133
LEGEND
(NO 10)= NO IDENTIFICATION
C.M.E. = EXISTING CONCRETE MITERED END
LB = LAND SURVEYING BUSINESS
X 2235= EXISTING ELEVATIONS (NAVD 88)
IP = IRON PIPE
IR = IRON ROD
INV. - INVERT
EL = ELEVATION
CMP = CORRUGATE METAL PIPE
R/W = RIGHT-OF-WAY
-A-= EXISTING AERIAL UTILITY LINE
-X-= EXISTING FENCE
O = EXISTING WOOD UTILITY POLE
E-- = EXISTING POLE ANCHOR
❑ = EXISTING MAILBOX
v = EXISTING SIGN
• = WATER METER
Ay = WATER VALVE
o = GAS VALVE
I.itilifill/., GRAPHIC SCALE
S.000PF 30 0 1s 30
IN FEET )
57 ';oG 1 inc _ 30 fL
JE ='0 I W =
N BBI_A S r00''.�.
s7--
i KNOW WBAT'S BELOW
ALWAYS CALL 811
Is,B
EFOREYOU DIGIG57IC6 fast Ifs tree.IP6 tae [amiX7 Yi10 1 mcallsunshlne.com
DRAWN BY:
- -
DAD
HORIZONTAL CONTROL
PLAN
HORL SCALE
1"=39
)ESIGNED BY: SSC
VERT. SCALE
NA
CHECKED BY: SSC
PROJECT No.:
20IS-15
CARD FILE: 2015-14-PLAN
SHEET C4
OF 1i
I
I
I
I
R LINE A A
I
I
LOT 278
I
I
SAW
OF
SIMIT017 PIM LW T Full ERAT
SAT DOCK 106 PACE 18)
LOT 277
HATCH FASTING VALLEY GUTTER OF
RECONSTRUCT 25 LF EX. VALLEY GUTTER
TO MEET ADA CRITERIA AS SHOWN
AT PROPOSED HC RAMP
MATCH EXISTING SIDEWALK GRADE
4' HIGH CHAIN LINK FENCE,
__7 E%. CONCRETE SIDEWALK
ADJUST DOSTING VALVE TO MATCH SID
M OE. ADD CONCRETE COLLAR PER FORT -
PIERCE U11UTY AUTHORITY SPECIFICATION.r.
MATCH EXISTING EDGE OF PAVEMENT
1 ( EXISTING J •C ;:.?.:� u'� 4• 20.55 INvervn 20.
SHELL ROCK
TOP L.
TUB
� "n220.6
CENTER OF � 0y02WL: 2060 0.6020.60 '
-
CJL L �/ ��s 19.36 ..—. �... 19.20
1�
E.ONV. EL - 19. TYP,) 1 78: 6IN PROPOSED TOP OF BANK 20.327� 19.29 19.27
SEE SEC110N FGi OEFAIS 20.6
W. NV. FL�19.08 I 20.4
¢ 9WA D.. tatJ 19.30 . D.. Inez
¢H
MD..
REAUPROPOSED DITCH BOTTGM MEET E
I TOP EL 20.60
W.W:ESL 8110 C
807RG1 EL = 17.09
LOT 129 I I PER FOOT STD. wDEx i 232
REMOVE IX MITERED END SECTION TILE VA1H
UT
EX. 12'1 r CUP TO REMAIN CONFECT TO STRUCTURE
IADD 18 LF 14'X23' ERCP TO EXISTING STUB OUT
CONCRETE COUJAIR
PERR�FDDOOT SSID.. DDEX 1280
LOT 130 I LOT 131
mmim CRAT DOCK
14, l AW 30) i � OM 14, P� AZ 2) 20..
C HIGH PLASTIC FDIC
I I
z INOTE CONTRACTOR TO MAINTAIN EXISTING �'
I z (DRAINAGE AND ASSURE THE 1YX18' ERCP
L
I�ANCO OUT ADRIVEWAY
T TIME OFNSPECARE
ON
I I C
MATCH EXISTING OF
I I 2D
20.
A I A A A 200
-----------------------+--------------
I 4' HIGH CHAIN
LINK FENCE
I I
T16 DJCVNEM.NDETIER WIIII iMECONLEPR AND DESIGVSPRE9ENIFDNEREW AS AH WSntY LRHTOF SflM0E.19 WIFNDEDONLY FORTIESP
JUANITA AVENUEIESSEX DRIVE
BUS SHELTER
ST. LUCIE COUNTY, FLOE'-.
SHIM10N PLAZA TROT TIM BRAT
OP AT 0= 14 PAGE 12)
LOT 145 I
2' I
CURBY I
( I HATCH EJIS1wG GRADE PLE
COPY
I I
4' HIGH CHAIN
LINK FENCE
A A
SIDEWALK
S EXISTING SIDEWALK
FOOT SID. INDEX 304
RECONSTRUCT 10 LF DL VALLEY GUTTER
TO MEET ADA CRITERIA AS SHOWN
AT RECONSTRUCTED HC RAMP
dJUANITA AVENUE (60'ainTifiowlN)
'
VACURB (ASPHALT PAVEMENT)
_ LLEY
� Iw
w
X g J
W D
CO ¢
CO m
LU
LOT 144
I_
R/W LINE
'-EX 2' VALLEY CURB
/
— — — —�
q�q��
OFGY.EAT 4® 0
(�r1
4
�GA9
— — — '—
_
B._/
F_
_
VALVE
¢ ¢X D .tam I
LOT 132
9&RA= RA7A NWT 7M
(RAT 80011f 14, PACE 31) I
LOT 133
I
till
9
I
'COO
\
LEGEND I
_
F
�` � 6Md..l!P
�
POLE
O
(NO ID) NO IDENTIFICATION I
J •%
UNDERGROUND
C.MC.M.E.= TE MITERED END
LBLAND SURVEYIDUSTING NG BUSINESS
n S. I P%e
+-2235= EXISTING ELEVATIONS (NAVD 88)
IP =IRON PIPE
�_OF
IR = IRON ROD
IEL = INVERT I
%�aaW'ryry�� =(v
F f
'
= ELEVATION
CMP - CORRUGATE METAL PIPE I
R/W = RIGHT-OF-WAY
�i _n •��O IDP . �`��\
/ V"•
DUSrnTINNG AERIAL UTIUTY LINE
—X—= G FENCE
UTILITY POLE
/'
A�7WIIIITITA
LK AROUND
0 = FASTING WOOD
E-- DUSTING POLE ANCHOR
0 - DOSING MAILBOX I
GRAPHIC SCALE
FASTING POWER = EXISTING SIGN I 30 0 15 30
POLE TO EXISTING ° = WATER METER
SIDEWALK AS SHOWN D - GAWATER
VALVE
MAINTAIN 3' I ( N FEET )
MINIMUM WIDTH 223 = PROPOSED ELEVATIONS
I IInch =30R
A _= A A —A --- A
- M— — — — — — — — — — — - KNOW WHAT'S BELOW
z $ (2) OD I BEFORE YOU DIG
(2) ROD &CAP STAMPED I '
'TRAY PT.' `'§r IYs fast lt's free. It's the law.
0 STA. 16+00 16.68'R
N. 86538 .70 I vvww.c 111sunshine.conn
0.52
F. 865384.70 I
ILN IT Wqe PREPARED. Mae OFM10IF9ROPFAPEWNCE ON MS DOCYAEHT WITIDIIr Y11UF1F11 gDn1OWL1pH 4XDPDWIIDN DYMOD AXES P£SXgLL BE WXRWi LNBWTYTORU®JPVE9P.E(gSSOOq}E; PA COX511LN16 ENDWEEXS
Rudd Jones, P.E. & Associates, P.A.
` Consulting Engineers
7450 South Federal Ha Y, Port St Lucie, FI 34952. Phone: (n2) 330-2933
FLONDA CERPFICAn OF AMORRA ON Nw M8303
DATE: 08-17-2015
DRAWN BY: DAD
PAVING, GRADING AND
DRAINAGE PLAN
HORZ SCALE:
1"=3(Y
)ESIGNED BY: SSC
VERT.SCALE:
NA
CHECKED BY: SSC
PROJECT No.:
2015-15
CADD FILE: 2015-14-PLAN
SHEET CS
OF 12
z
4
Y
2 1/4'
4'—W PRECAST
Y
B"
6"
3'-0"
2 1/4"
ISMUNKIIrl WA
6" 3.000 PSI CONCRETE
REINFORCEMENT)
12" STABILIZED SUB —GRADE LBR OF 40 —
COMPACTED TO 98% MAX. DENSITY PER AASHTO
T-180 METHOD. SUB —GRADE SHALL MEET LBR 40
4'-0" PRECAST
/4 0 8" Ctrs.
•
3'-0'
PARTIAL SECTION BB
5'-6" PRECAST
/4 0 8" Ctrs.
•
4._6.
PARTIAL SECTION CC
TYPE INLET E
INDEX 232
NOTE
MAXIMUM JOINT SPACING 12ft X 12ft.
RECOMMENDED SAW —CUT DEPTH = 2".
CONCRETE CYLINDER TESTS TO BE PERFORMED AT LEAST EVERY 50 CUBIC YARDS, OR AT
LEAST ONCE FOR EACH DAYS PLACEMENT.
PROVIDE EXPANSION JOINT AT SIDEWALK AND CURB.
CONCRETE PAVEMENT SECTION — BUS SHELTER PAD
1/4"R 1/4'R II fd/4 _ —1/2.
(T
1 /2' Pre —melded Expansion Joint Material 3/16" Sow Cut Joint Maybe Subatl
EXPANSION JOINTS see plans for width CONTRACTION JOINTS
3,000 psi Class I Concret
1.5% TUnless�yy1=1
Slope PeSe tlonar Gass 4 shown —on Phase
n Plana
Compact Subgrade to 95% of
the Maximum Density as
NOTES: I IIIr:_xt r.;i,t r Determined by AASHTO T-99
1. Provide expansion joints 20' center to center, at PC & PT of curves, )unctions of
existing k new sidewalks, and where sidewalk abuts curbs, driveways R similar structure%
2. Provide contraction joints 5' center to center.
3. Sod shall be placed below edge of sidewalk to allow drainage.
ASPHALT
PAMMINT
TYPE E
Approx. Weight 465 Lbs.
SWALE
` r
--r-9.5 -
2.8' I VARIES
4.0 5.4'-5.�
MATCH EXISTiNGJ `t m„A. T r mnA. N
GRADE ® TOB IL
(EL 20.3t PROPOSED
BOTTOM OF
SWALE =19.3t
CUT SEE FOOT NDEX 305
5' " PSI CONCRETE
BAR PLACID ON
PAVOABHT SIDE
,,—CONOREIE PAD
a•
D �
TYPICAL SIDEWALK STABIU2ED
NUI 10 SCALL CONCRETE HEADER CURB DETAIL SUBGRADE
NOT TO SCALE
1N20000NENT.TWEMERWnN WNCEPTSANOOES SPRESENIEONnO ,ASMWSMMENTOFSe CE.ISM DE00NLTFORTNESPECOIDNPPO ..0 NPPOR.MKN .PREYI ,
JUANITA AVENUE/ESSEX DRIVE
BUS SHELTER
ST. LUCIE COUNTY, FLOI -
12" For Pipes 15" Thru 24'
Varies �24" For Pipes 30" And Larger
Class I Concrete H, •„'
1�-1'�I lass I Concrete
is
Z Z
j• Joint
--1 Nate: For reinforcement see ellipital
(All Pipe Sizes) pipe concrete Jacket.
BELL AND SPIGOT TONGUE do GROOVE
DISSIMILAR JOINTS
12" Bituminous Coating Required For
iO CMP (Any Suitable Bituminous
Material May Be Field Applied)
Flexible Pipe
(Corrugated Steel ,
Class I Corrugated Aluminum Or
Concrete 12" 12' Corrugated Polyethylene)
Note: Cost of concrete and bituminous coating to be included In contract unit
price for either new pipe or Mitered End Sectlon.
A concrete Jacket shall not be used to join:
(a) metal pipe of dissimilar materials
(b) flexible pipe when the minimum cover required in accordance
with Index No. 205 cannot be obtained.
DISSIMILAR TYPES
CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS
JUANITA AVENUE
EASTBOUND Z
-5.62'-�� 14' MIN.
TRAVEL LANE EXISTING El
BUS10't
SHELTER CLEAR ZONE / EX. EDP EL=20.36 I EX. EL=20.56
1 MATCH EX. I�
EL=20.6t PROPOSED 6" EXISTING NOTE: SOD LIMITS
GRADE CONCRETE PAD PAVEMENT OF SWALE
TYPICAL PROPOSED 12"
SECTION A -A HEADER C 1
N.T.S.
FI SHED GRADE
MAXIMUM TRENCH WIDTH
2 x PIPE DEPTH + W
i
i
PLACE AND COMPACT
IN 6" LIFTS
W NOTES:
(rio =
Wx,S
i
a i o 1. THE CONTRACTOR SHALL COMPLY WITH
a
aQ REQUIREMENTS OF THE FLORIDA TRENCH
G
aE >
PIPE O.D. + 24 IN.
MAX.
W z> SAFETY ACT.
S� NFUINITIAL
1
WIDTH
MAX. MAX.
BACKFlLL SHALL BE HAND PLACED TO
zoo — SHALL BE
5
�
12" ABOVE THE PIPE BACKFlLL
� � � OF 100R
�
MAX MAX
z � MECHANICALLY TAMPED TO A MINIMUM
rc �O OF MAX. DENSITY AS DETERMINED BY AASHTO
INVERT
i
METHOD T-99.
a
1/2 PIPE "O.0."
'
HAND PLACED
SELECT MATERIAL
LOWER
RECEIVE i
_ V f(7/To
TYPICAL TRENCH SE
NOT TO SCALE
`
/ KNOW WHAT'S BELOW
�' ALWAYS CALL 811
. CO �i@'Y, Ffy. y , BEFORE YOU DIG
ZZ RO t
=ioE
NO. 4 5 t, * � Ire faaur9 rtee. Ira the law.
y
Q (
www.callsunshine.com
Rudd Jones, P.E. & Associates, P.A.
Consulting Engineers
MO South Federal Hwy, Port at Lucia, FI U95Z Phone: (722) 93a-2933
FLOWoA CERTIFICATE OF AUTNON nort No. oxnioM
DATE: 1947-2131S ` `'r "�
• ��� �'pK r10NS HORz.scaLE: 1•=ar
ZqD
DRAWN BY: DAD ..,
DESIGNED BY: SSC ��"- AILS `�EnT. SCALE: NA
CHECKED BY:
S6C ` PROJECT No.: 2a75-15
PdnNd Dole: CADD FILE: 2015-14PLANJ'
SHEET C6 OF 12
Type III Silt Fence
CONMRUOr SIT FETUS CONSMILICT
PER FOOT SM. N= 102 PER FOOT SRO.
Type III Silt Fence Protection
Around Ditch Bottom Inlets.
SILT FENCE APPLICATIONS
SILT FENCE (T)RE ill)
REF: F.D.O.T. STD. INDEX p102
u-i—___--- \'
LOT 130 LOT 131
KWATa N FUTA 128T TIM I SM1011 FLgA WITT 7CD
(PLAT 0= 14. PIS W) I (RAT EM % PAM R)
z
Silt no
Note: Spacing for Type III Fence to be in
accordance with Chart I, Sheet 1 of 3
and ditch installations at drainage
structures Sheet 2 of 3 of FOOT Standards.
Optional Post Positions
Min. Dia. Wood; Steel I Filter Fabric (In
1.33 Lbs/Ft. Min.) 6' Mav Conformance With
u Sec. 985 FOOT Spec.)
ELEVATION SE
Note: Silt Fence to be paid for under the contract unit price for Stake
Principle Post Position
(Canted 20' Toward Flow)
EROSION AND SEONENTATION CONTROL NOTES
Type III Silt Fence CmstrocUm aativitles can result In the gmeraRan of significant anounts of pollutants which may read) surface or ground waters One of the primary pollutants
of surface waters Is sediment due to erosion. Excessive quantities of sediment which recall water bodies of floodplelml have been ahem to adversely aHed their
RAIIEII HAY OR STRAW physical, biological and chemical properties Transported sediment cm obstruct shearn dhmnds, reduce hydraulic capacity of water bodies of floodplakis, reduce
the design capacity of culverts and other waft and eliminate bel Invertebrates and fish spraining substrates by sitakon. Excessive suspended sediments
RARMERs AHD SLT FEEM reduce light penatratim and therefore, reduce prinay producthRy.
ROMA. INDEX nag
t@iOFUY STANDARD&
land-distributing
1.a Sediment basin and trds, all be ma aka, sediment barriers and other measures Intended to trap sediment dldl be constructed as a tidal step N my
Iced- ethane t b sin and and sag ice made AmcUmd before mdape Iced r measu ce takes places
2. Ali sediment control measure we to be adjusted to meet meld conddkns at the time of constuct)m and be constructed prior to my grading or dl9nrbance
of existing surface material an balmce of site. Perkneter sediment borders shag be constructed to prevent sediment or hush from flowing or floating an to
adjacent properties.
^�
.1 or temporary sal stabilization abag be suppled to denuded ream hathkm sewn days after fund grade reached On my patron at the sites
ormmmt
days to deeded aurae that may not beat find grade but n11 roman undisturbed far tango than 14 days
sac aldlim abag be applied within w
Permanent sin that
Permanent stabif:atkn abag be applied to areas that we to be left undisturbed for more than one year.
4. During canstmctim of the project, ad stockpiles abag be stEbraed or protected with sediment trapping measures The appik:nt is respmsble fan the
temporary protection and permanent stabilization of all wall stoc pie, an site as wag m sal Intentionally transported from the project site.
JUANITA AVENUE PLAT ED RnnO
EN 5. A anent wages cover shin be established On derwded areas not otherwise permanently stabilized. Permanent anon shall not be considered
PAVEMENT)
T
_(ASPHALT
_ established until a nd wM is achieved that in the opinion w the Inspector. Is uniform, mature mough to survive and will Inhibit emdon.
CONSTROCi SIT FENCE I Stabilization measures shall be applied to earthen structures such as dams, dikes and Aversions Immediately after mwdlatiaa
PER FOOT SUL NDEK 102
7, Surface runoff from disturbed areas that is compdud of flow from drainage arcs greater than or equal to three acres shot be contragd by a sediment
basin. The sediment basin shall be designed and constructed to accommodate the anticipated sedmenl loading from the land-Aeturbhhg octivfty. The outfag
Q device or system design shag take Into account the total dminoge areo flowing through the disturbed area to be served by the basin.
—^ I After my significant ronfm, sediment control structures will be Inspected for Integily. Any damaged devices dwi be corrected immeAwdy.
\
9. Concentrated nmoft shag not flow dam at or fl9 dopes unless contained within an adequate temporary ar peamment Channel, flume or dope train sWchna
IQ Whenever water seeps horn a dope face, adequate dranoge or other pmteat)m shall be provided.
_ _ _ _ — — 11. Sediment will be prevented from entering my atom drain system, ddab or channel. AN atom sewn Wets that are made operable ding canstruckn shag
be protected so that sediment -laden water cannot enter the conveyance system without first being fllered or otherwise treated to remove sediment.
12. Before temporary or newly constructed stomwalc conveyance channels are made operuftal, adequate what protection and my requird temporary or
pennment dhannd lining shill be Installed in both the conveyance channel and receiving channel.
13. When work In a five watercourse is p-Ia.,ed, precautions shall be taken to minimize enaoodurent control sediment transport and stabrae the work aw to
LOT 132 the greatest extent pouffe during construction. NorerdNe material shall be used far the canstructlan of couseways and coNerdoms Earthen fill may be used
for these stmchmea N armored by nonerodble cover matelots.
°smia III twi 14. When a five watercourse must be gaud by eanstructim vehicle, a temporary obeem crossing constructed of norherodble material shag be provided.
DRAT MW 14, PAS 30)
15. The bed and banks of a watercourse shall be stabilized Immediately after work in the water oul is complated
QS
fI Per)odlo inspection and maintenance of all sediment control structural must be provided to ensure mended purpose is acconpfahed The Dawlope, Omer
LEGEND and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control meawea shad be In wakng ever err wd. working day.
SILT FENCE 17. Underground utrity On" shah be installed In accordance with the following standards Inaddition to other applicable criteria
W i
A No more than 500 linear few of trench may be opened at me time.
> w
B. Even led matedd shag be placed an the uphA side of trenchm
w
C. Effluent from dewatering operaOws dhail be faltered or passed through an approved sediment trapping devise, Or both, and Asdhaged in a manner that does
0 a
not adversely affect flowing streams or off -site poperty.
X a
D. Restablization shall be In
be anpished accordance with these regulatk
LU a
1I Where omstmation vehicle access routes interred paved public roads, provisions shag be made to minimize the transport of sd'menl by backing onto the
1n a
U)
In d paved surface, where sedment transported Onto a public resurface with orbs d and gutters, the read shall be cleared thoroughly at the end of each day.
lL " m
Sedimentl be moved fendedm the Foods by shoveling or sweeping and transported to a ment control disposal sea Street wadding shag be allowed only
5
after sedaneet Is moved In this mama. This provision shall apply to Individual subdivision lots w weft w to larger land-dWrbutng activities.
19. An temporary eradon and sediment control measures shall be moved withn 30 days after final (esite astproybghaUm or after the temporary measures we no
longer needed, n the opnim of the Reviewer. Disturbed soil areas resulting fran the dLyodOon of 1 l 1 r r F fneavrtes shag be pemanently stabilized to prevent
further erosion and aedmmtatian. \\N, .P 1EN S.I C I y7i
20. Properties and waterways domstrean from construction site shag be .�c� Ej Opp
protected ham sediment AsposiUm and arosian.
21. Phased projects should be owed in conjunction with construcUm of each
—�
22. Eroa on control design and construction shall follow, the requirements In 153RE
Nos 101. 102 and 103 of FOOT Roadway and Traffic Design Standards P_ liul
22
20.
� / 23. The Inspector may approve modifications or Ater plena to these erosion caning
------ 1— — — — — — — — — — — — — — WP P I — — — — — — — — — — — — — criteria else to alto specific conditions.
^IISOOCUM T.T MERWRRWEWNCFMMODES=SPRESER OREREN.ASMWSMU TOFSER .ISWFFHDEDONLYFORINEWECMMU SEANOCIIENTFORN'RICRn WASPREPA M MMOFMIDIIRROPMRR CEON^1190OCUN£NTMMOUTVMmENADMOMLMNANDADOPTIONBYMDDIeN
JUANITA AVENUE/ESSEX DRIVE
BUS SHELTER
ST. LUCIE COUNTY, FLOE- -
GRAPHIC SCALE
30 0 15 30
( IN FEET )_
I inch = 30 IL
Rudd Jones, P.E. & Associates, P.A.
Consulting Engineers
DATE: 08-17-2015
DESIGNED BY: SSC
CHECKED BY: SSC
Pmnha come: CADD FILE: 2015-14PLAN
KNOW WHAT'S BELOW
ALWAYS CALL 811
,BEFORE YOU DIG
m Ira fast Irs Free. lrs the law.
'0� 1 vmv.callsunshine.com
"ASSOCIATES. PA CONS... END W EERS
PLAN HOR2. SCALE: 1"=30'
VERT. wCgLE: NA
PROJECT No.: 2015-15
7t50 South Fedenu Hwy, Port SL Lucie, FI 34952, Phone: (772) 33 i-2933
FLORIOA CERTIFICATE OF AUTHOR TION No. 0000dl
i. GENERAL
A. YOB UWTIOR MOHULRON SHAD. MEET THE REQUIREMENTS OF FOOT SECTION
101.711IS NOR( SHALL INCLUDE, BUT IS NOT LOOTED TO, OPERATIONS NECESSARY FOR
THE MOVEMENT OF PERSONNEL EQUIPMENT, SUPPLIES, AND INCIDENTALS TO THE
PROJECT SHE, AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BURDINGS
SAFETY EQUIPMENT AND FIRST AD SUPPLIES, SANITARY AND OTHER FACILITIES, AS
REWIRED BY STATE AND LOCAL LAWS AND REG LATION& THE COSTS OF BONDS AND
ANY REQUIRED INSURANCE AND ANY OTHER PRE -CONSTRUCTION EXPENSE NECESSARY
FOR THE START OF NOR(. EXCLUDING THE COST OF CONSTRUCTION MATERIAL% SHALL
ALSO BE INCLUDED IN INS SECTION. THIS SECTION ALSO INCLUDES ANY AND ALL
WOK RELATED TO THE FINAL CUEMUP/DEMOOW7ATION.
B. CONSTRICTION SURVEYING THE OWNER SHALL PROVIDE HORIZONTAL CONTROL THE
OWNER SHALL ALSO PROVIDE BENCHMARKS ON THE PROPERTY. INS CONTROL SHALL
BE PROVIDED ONE TIME ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER
CONSTRUCTION SURVEYING THE CONTRACTOR IS RESPONSIBLE TO PROTECT THESE
REFERENCE POINTS AND THE CONSTRUCTION STAXNG THROUGHOUT THE JOB. THE
CONTRACTOR STALL BEAR THE COST OF ANY NECESSARY RESTAIONG
G SOIL TESTING: SOIL TESTING SHALL BE PERFORMED BY A CERTIFIED TESTING
LABORATORY TO BE COMMISSIONED BY THE CONTACTOR
2. EARTHWORK AND GRADING
MATERIALS AND CONSTRUCTION METHODS FOR EAR7NWOR( EXCAVATION, EMBANKMENT
ARID WMING SHALL MEET THE REQUIREMENTS OF FOOT SECTION 120. THE PROJECT
SPECIFICATIONS AND SHALL BE PERFORMED R ACQUIRE FINAL G = ELEVATIONS AND
TYPICAL SECTIONS AS SHOWN ON THE PLANS FOR THE PROPOSED WORK
A. CLEARING AND GRUBBING CLEARING AND GRUBBING SHALL MEET THE
REQUIREMENTS OF FOOT SECTION 110 AND SHALL BE PERFORMED WITHIN THE LOOTS
OF THE PROJECT WORK. THIS WOO SHALL INCLUDE, BUT IS NOT LIMITED TO, THE
REMOVAL OF EXISTING TREES, BRUSH STUMPS ROOTS AND OTHER OBJECTIONABLE
MATERIAL TO A DEPTH OF 18 INCHES BELOW THE NATURAL MOM OR DESIGN
GRADE. WHIQEVER IS LOWER. THE AREAS TO BE CLEARED AND GUIBBED
GENERALLY CONSST OF RIGHTS -OF -WAY. UTILITY EASEMENTS, WATER MANAGEMENT
TRACTS. AND PORTIONS OF THE LOTS AS DETAILED ON THE PLANS. THE
CONTRACTOR SHALL CONFIRM WITH THE OWNER THE REMOVAL OF ANY TREES ON
THE L015 FOR POSSBLE PRESERVATION. ALL MATERIAL SHALL BE REMOVED FROM
THE SITE OF THE PROJECT AND SHALL BE DISPOSED OF N ACCORDANCE WITH
LOCAL, REGIONAL, STATE AND FEDERAL LAWS REGULATIONS AND ORDINANCES.
B. ROUGH GRADE: THE CONTRACTOR SHALL GRADE THE PROJECT SITE M MEET THE
REQUIREMENTS OF FOOT SECTIONS 110 AND 12D AND SHALL CONFORM TO THE
LINES, GLIDES AND TYPICAL SECTIONS AS SHOWN ON THE PLANS
C. FINE GRADE THE CONTRACTOR SHALL FINE GLIDE THE PAVEMENT AREAS TO MEET
THE REQUIREMENTS OF FOOT SECTIONS 110 AND 120 AND SHALL OONFO W TO THE
LINES. GRADES AND TYPICAL SECTIONS AS SHOWN ON THE PLANS
D. SOD: SOD SHALL MEET THE REQUIREMENTS OF FDCT SECTION 570. 575, AND 981
AND SHALL BE PLACED ADJACENT TO THE EDGE OF PAVEMENT FOR A YMMUY
WIDTH OF 24 NOES SOX TO BE PLACED WITHIN LIMITS OF THE PROPOSED
SWALE ADJACENT TO THE BUS SHELTER AND ALL OTHER DISTURBED AFM
3. DRAINAGE IMPROVEMENTS
MATERIALS, TRENCH EXCAVATION, PPE LAYING AND BAOOILNG OPERATIONS FOR
DRAINAGE IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF FOOT SECTIONS 125 AND
430. PIPE SHALL BE LAID IN TRUE ALIGNMENT IN A PIPE TRENCH WITH AN ADEQUATE
SUPPORTING VALUE AND 'BEDDED' TO THE DETAIL SHOWN N THE PLANS AND FOOT
SECTION 430. ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM DENSTY OF 95
PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. UNLESS
DROWSE SHOWN ON THE PLANS
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK FOR
DRAINAGE IMPROVEMENTS AT THE LOCATIONS SIZES AND TYPES SHOW ON THE PLANS
FOR THE FOLLOWING ITEMS
4. PAVING IMPROVEMENTS
ALL PAVED AREAS SHALL MEET THE REGUERE10115 OF AAS HU SPECIHGTIONS FOOT
AND ST. LURE COUNTY ENGINEERING DIVISION AND SHALL BE CONSTRUCTED M THE
TYPICAL SECTIONS AS SOWN ON THE PLANS.
A SUBGRAOE: THE SUBGRADE SHALL BE 12" NOTES THICK TYPE 'Be STABILIZED
WITH LBR+•40 AND SHALL EXTEND S BEYOND THE EDGE OF THE BASE COURSE
WITHIN THE LIMITS SHOWN ON THE RAMS SUBWADE SHALL BE COMPACTED TO
98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHM T-18M
B ALL MARKING SHALL BE THERIO PLASTIC AND SHALL MEET THE REQUIREMENTS
OF FOOT INDEX 7". 6' WIDE WHITE STRIPES SHALL BE USED FOR THE
EDGE -OF -PAVEMENT.
C. PO T AFD CEMENT CONCRETE: PORTLAND CEMENT CONCRETE MATERIALS AND
CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF FOOT SECTIONS 345,
350 AND 356. CONCRETE SHALL BE 3.000 PSI FOR SDEWALKS AND 4000 PS FOR
IRE BUS SHELTER PAD. REEFER TO THE RAN DETAILS FOR THE THICKNESS AND
STRENGTH REQUIREMENTS FOR THE PROPOSED SHELTER PAD AND SIDEWALKS
5. THE WORK
EXISTING UIMIES AND STRUCTURES
EXISTING UTILITIES STRUCTURES AND FACILITIES SHOWN ON THE DRAWINGS WERE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE RECORDS EXAMINED. NO
GUARANTEE IS MADE THAT ALL EXISTING FACILITIES ARE SHOWN OR THAT
THOSE SHOWN ARE ENTIRELY ACCURATE THE CONTRACTOR SHALL ASSURE
THEMSELVES OF THE ACTUAL LOCATION OF THE UTILITIES. STRUCTURES CR
FACILITIES PRIOR TO PERFORMANCE OF ANY WORK IN THE WONITY. THE
UTILITY COMPANIES OR UTILITY AGENCIES WILL CO-OPERATE WITH THE
CONTRACTOR'S OPERATIONS PRIOR TO START OF THE WORN, THE CONTRACTOR
SHALL REQUEST EACH UTILITY AGENCY TO ADVISE HIM OF THE LOCATION OF
THEIR FACILITIES N THE VICINITY. THE OWNER WILL ASSUME NO LIABILITY FOR
DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE CONTRACTORS
OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE
TEMPORARY BRACING AND SHORING OF SAYE IN THE EVENT THAT IT IS
NECESSARY TO S OFr , BRACE OR SWING A UNITY, THE UTILITY COI ANY OR
DEPARTMENT AFFECTED SHOULD BE CONTACTED AND THEN PERMISSION
SECURED AS TO THE METHOD USED FOR ANY SUDI WORK.
RESTORATION OF DAMAGED STRUCTURES OR UTILITIES
IT SHALL BE THE RESPONSIBLY OF THE CONTRACTOR TO REPAIR, REBU LD OR
RESTORE TO ITS FORMER CONDITION, ANY ARID ALL PORTIONS OF EXISTING
UTILITIES. STRUCTURES EQUIPMENT. APPURTENANCES OR FACILITIES, OTHER
THAN THOSE TO BE PAID FOR UNDER THIS CONTRACT, WHICH MAY BE
DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION. AT NO COST
TO THE OWNER.
2KVw-1dJ19L I�
UPON COMPLETION OF THE VICK BUT BEFORE FINAL PAYMENT WILL BE MADE
THE CONTRACTOR SHALL CLEAR AND REMOVE FROM THE PROJECT AREA ALL
FAISEWORN, EQUIPMENT. SURPLUS AND DISCARDED MATERIALS, RUBBISH AND
TEMPORARY STRUCTURES WHICH RESULT FROM THE WORK UNDER THIS
AGREEMENT. AND SHALL RESTORE IN AN ACCEPTABLE MANNER, ALL PROPERTY
YAICH HAS BEEN DAMAGED DURING THE PROSECUTION OF THE WORK.
FN a ZIL39
ALL MATERIALS AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND
INSTALLED BY THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT. SHALL
BE GUARANTEED BY THE CONTRACTOR AGAINST DEFECTIVE WORKMANSHIP,
MECHANICAL AND PHYSICAL DETECTS, LEAKAGE, BREAKAGE AND OTHER
DAMAGES AND FAILURE UNDER NORMAL OPERATION FOR A PERIOD OF ONE (1)
YEAR FROM THE DATE OF FINAL PAYMENT. SAID DATE TO CONSTITUTE THE
COMMENCEMENT OF THE ONE (1) YEAR WARRANTY PERIOD. ALL MATERIALS AND
INSTALLATIONS PROVING TO BE DEFECTIVE WTRN THE SPECIFIED PERIOD OF THE
GUARANTY SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE
MANUFACTURER OR THE CONTRACTOR THE PERIOD OF GUARANTEE OF EACH
SUCH REPLACEMENT SHALL BE FROM AND AFTER THE DATE OF INSTALLATION
THEREOF.
6. COUNTY GENERAL NOTES:
1. GOYIIRONG SPECIFICATIONS FLORIDA DEPARTMENT OF TRANSPORTATION,
'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' DATED 2015.
2. CONSTRUCTION DETAILS SHALL BE B ACCORDANCE With FLORIDA DEPARTMENT OF
TRANSPORTATION. 'DESIGN STANDARDS' 2015.
1 VERTICAL DATA IS NORTH AImOCAN VERTICAL DATUM OF 1988 (NAND -'88).
4. NOTIFY ST. WOE MUM SURVEYOR IF SURVEY MONUMENTS ARE IN JEOPARDY OF
BEING DISTURBED. THE CONTRACTOR SHALL BE LIABLE FOR REPLACEMENT OF
DESTROYED OR DISTURBED SURVEY MARGINS ALL DISTURBED OR DESTROYED
MARKERS SHALL BE RESET BY A FLORA LICENSED SURVEYOR OR YAPPER
CONTACT PERSON: RON HARRIS. PL4
TELEPHONE NO. (772) 462-1721
5. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION.
6. PRIOR TO THE COMMENCEMENT CE ANY EXCAVATION. THE CONDUCTOR SHALL
COMPLY WITH FLORIDA STATE STATUTE 554.851 FOR THE PROTECTION OF
UNDERGROUND GAS PIPELINES
7. THE CONTRACTOR SHALL CONTACT TIME ENGINEERS OFFICE IMMEDIATELY IF
CONFLICTS ARSE WRING CONSTRUCTION AT:
RUDD JONES RE & ASSOCIATES, PA
7450 SOUTH FEDERAL HIGHWAY
PORT ST. LUCIE FLORIDA 34952
TELEPHONE N0. (772) 336-2933
FAX (844) 273-5465
srnapeQuddjonestcaln
S THE CONTRACTOR SHALL BE RESPONSBLE FOR MAINTAINING COMPLIANCE WITH
CURRENT OSHA, STATE, COUNTY, AND LOCAL REGULATIONS SUCH AS 54 OR
45894 AND 29 CR 1926.650,651.652 AND IRE FLORIDA TRENCH SAM ACT.
9. THE CONTRACTOR STALL RESTORE OR REPLACE *0 AND AS DIRECTED BY
ENGINEER, ANY PUBIC OR PRIVATE PROPERTY DAMAGED BY ITS WORK, EQUIPMENT,
EMPLOYEES OR THOSE OF ITS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL
TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS THE
CONTRACTOR SHALL DO ALL. NECESSARY HIGHWAY OR DRIVEWAY, WALK AND
LANDSCAPING WORK TO SATISFY ANY RBIM71ON REQUIREMENTS AT HIS
E ARSE SUITABLE MATERIALS AND METHODS SHALL RE USED FOR SUCH
RESTORATION.
10. THE CONTRACTOR STALL RESTORE ALL AREAS DISTURBED BY THISCONSTRUCTION
TO A CONDITION EQUAL TO OR BETTER THAN CUR REPLY Emma
11. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT
LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.
IRE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT
REMAIN IN RACE
12. KNOWN UTILITIES
AT&T
GREG VORCE (772) 460-4416
FORT PIERCE UTILITY AUTHORITY
GO HUTG4NSON (772) 486-1600
COMCAST
TIM KONDORTR (772) 692-900
11 ALL EXISTING UTILITIES ARE TO REMAIN IN RACE UNLESS OTHERWISE NOTED.
14. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR TWO (2)
BUSINESS DAYS IN ADVANCE CE ANY EXCAVATION INVOLVING THEIR UTILITIES SO
THAT COMPANY REPRESENTATIVES CAN BE PRESENT.
15. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL
BE REMOVED UNLESS OTHERWISE NOTED. ALL STRUCTURES TO BE REMOVED SHALL
BE LEGALLY DISPOSED OF BY THE CONTRACTOR.
10. CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE THE PROTECTION
AND PRESERVATION OF EXISTING NATIVE TREES THE CONTRACTDR SHALL BE
RESPONSIBLE N REPLACING TREES THAT ARE HARMED DURING CONSTRUCTION WITH
THE SAE VARIETY AND OF EQUAL SZE OR GREATER
A REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL MEET THE
OF CA55 II OF ASHY C-76, WALL 7NOOESS 'B'. LATEST
17. THE MAINTENANCE OF TRAFFIC FOR THIS PROJECT SHALL BE IN ACCORDANCEREQUIREMENTS
PENSION, AS MODIFIED BY FOOT SECTION 941. GASKETS FOR PIPE JOINTS SHALL BE
WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SIRES) AND THE MANUAL ON
ROUND RUBBER GASKETS AND SHALL MEET THE REQUIREMENTS CE FOOT SECTION
UNIFORM TRAFFIC CONTROL DEVICES FOR SNEERS AND HIGHWAYS
942.
(USAEPAMENT OF TRANSPORTATION, FHWA). THESE SHALL GE FOLLOWED IN THE
DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC
B. STORM INLETS STORY MANHOLES SHALL MEET THE REQUIREMENTS OF ASRN C-478
CONTROL.DEVICES.WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE
AND 64T FOOT SECTION 425. STORM MANHOLES SHALL BE CLASS I CONCEDE AND
PUBLIC AND YARKMMEN FROM HAZARDS WITHIN THE PROJECT -LIMITS --_
SHALL BE CONSTRUCTED TO THE DETAIL AS SHOWN ON THE PLANS
NIL ANY WORK. STAGING AND MATERIAL STORAGE SHALL NOT BE CONDUCTED ON
ABUTTING PRIVATE PROPERTY WITHOUT WRITTEN APPROVAL FROM THE OWNER
1MSOJBXMEM,IOOEMER WIRI ME COXCEPRLXH OE51445 PXESENIEO MFAEM.PS6H WSRN L4HTOFSERME.IE
WTENOEBONLY WRTME SPEGFIC PUXPoSE A. S.ENi FORVMICR R. PREFAREO. REUSE OFANOIMPR.PER"...ON1 C3.NENT WHXOUT WPJTIFH AUCCMEAR II
DATE: 08.17-2016
JUANITA AVENUE/ESSEX DRIVE ,j-jjk --Rudd Jones, P.E. & Associates, P.A. DRAWN BY: DAD
BUS SHELTER Consulting Engineers DESIGNED BY: SSC
ST. LUCIE COUNTY, FLOI 7450 SCUM Federal H^Pon St Lucie, F134952, Phone: L772X 336-2933 CHECKED BY: SSC
�w FLOROACE"RCATEOFAUTHOFNAON No.00083M Pnnmd Dete: CADD FILE: 2015-14PLAN
19. EROSION CONTROL MEASURES SHALL BE TAREN BY CONTRACTOR DURING
CONSTRUCTION AS PER FOOT STANDARD INDEX 1102.
20. ALL EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED IN THE FLAWS
21. MOSAIC BENCHES TO BE PROTECTED AND RELOCATED INSIDE OF SHELTER AND
POSITIONED PER ADA STANDARDS BUS SHELTER SHALL BE PER SE LUCIE COUNTY
PLANS BY BRASCO INTERNATIONAL, INCJOB NUMBER 1214. PRFAS BUS SHELTER TO
BE INSTALLED WHERE SHOWN ON THIS RAN. THE CONCRETE PAD FOR THE BUS
SHELTER SHALL BE 15 M A 6'THICK, WOO PSI CONCRETE
22 THE CONCRETE SDEWALK SHALL BE Z500 PSI (YIN) WITIR FIBERIESH AND HAVE A
MINIMUM WIDTH OF 5' AND TRCNESS OF a PER FOOT STANDARD INDEX 310.
111111I/
i
IS
RIDP`
AALW YS CCALL 811
,BEFORE YOU DIG
Irs fast Ifs free. We the tow,
www.c illsunshine.com
LANES P.E.SHALL BE WITHOUT LAB4JSYT0 RUM JONES P.E 50.350B41ES.PACONSULIW O ENOWEEAS
HORL SCALE: 1"=30'
TECHNICAL
SPECIFICATIONS & VERT. SCALE: NA
PROJECT NOTES PROJECT No.: 201545
SHEET CS OF 12
PROPOSED PEDESTRIAN
CROSSING AHEAD SIGN
W11-2 PER SHT 7
FDOT STD INDEX 17346
I
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-------+--
I
I
LOT 278
RELOCATED
BUS STOP
SIGN
39== RATA WR FIAR RTIPLAT
(RAT MCK IC
LOT 277
PROPOSED PEDESTRIAN
CROSSING SIGN WIIA-2
PER SHT 7 FDOT
RELOCATE I
STOP S
EX STING J'
SHELL ROC( :}'y._: ;'; }•:
— J EAR. �•
CERIERSHEti ROCK` — BENCH
- F � �
- I --= --
i
I
I
I
I
I
LOT 130 I LOT 131
SERILTOI PLAZA WU THREE I S ERAM PLAZA tKI TA
(RAT D= fA RIOT X1) I (RAT EOOX 14 PAZ 30
I
I
I
I
I
I I
,—,+12- MARKINGS
PER FDOT STD.
INDEX 117346
SIM= RAT% WIT D W MAT
(FLAT BOCK 10, PACE 14
LOT 145
24'
PROPOSED 6' CROSSWALK
12' MARKINGS
PER FDOT SID. INDEX 117346
PROPOSED PEDES'
CROSSING AHEAD
W11-2 PER E
FOOT SM INDEX 1
JUANITAAVENUE (BOPLATTEDRNV)
(ASPHALT PAVEMENT)
"STOP'
SIG
LOT 132
SMRIN PLAZA LMI T�
(RAT BOOT 14. PAZ 35)
I
I
I
I
I
I
I
LEGEND
(NO ID)= NO IDENTIFICATION
GM.L = EXISTING CONCRETE MITERED END
LB - LAND SURVEYING BUSNESS
X 2235= EXISTING E]EVATIONS (NAVD 88)
IP = IRON PIPE
IR - IRON ROD
INV. = INVERT
EL - ELEVATION
CNP = CORRUGATE METAL PIPE
R/W = RIGHT—OF—WAY
—A—= EXISTING AERIAL UTILITY LINE
—X—= EXISTING FENCE
A - EXISTING WOOD U11UTY POLE 1(111 F F r
i— = EXISTING POLE ANCHOR
Q = EXISTING MAILBOX
WATER VALVE
O = GAS VALVE • t`t
226
— — — — — — — — — — — — — — — — — — — — — — —
---------y�i— —_
TEO
#ALLr
Ma UNENa.TOOEBIERw I ELONCEPTS ANOBES SPRESENFEOMEAEW.AS AN IN3 UNFNTOF SERIICE.9MIFNBE9..FORn1EBPECR6PYRPOSEINOLYFMFOR aBEHMMSPREPARED. NOOSE OF RNOR.wMO R"NCEONTUSO UW Tw OOTWRRSENAU1 OMl MNMOAMPMNB MODJ NESP£SN BEM OOT
JUANITA AVENUE/ESSEX DRIVE
BUS SHELTER
ST.LUCIECOUNTY, FLOr'^'
. & Assoc P.A.
Engineers
rtSLLude,FIaC95;Phana:(7l4)]]6-29]]
TEDFAumDRVAnan xe.B000vaa
AotffE:
DATE: OS-17-2015
DRAwNBY: DAD
DESIGNED BY: BBC
CHECKED BY: SSG
I CADDFILE: 201614PLAN
ptln@ODatw.
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 Inch = 30 It.
0 1 KNOW WHAT'S BELOW
ALWAYS CALL 811
,BEFORE YOU DIG
Ifs MAL lrs free. Irs the law.
w xallsunshlne.00m
HORL SCALE: 1'=30'
SIGNING AND PAVEMENT
MARKING PLAN VERY. SCALE: NA
T ND.: 2015-15
C9 OF 12
I
WHEN WORK IS PERFORMED WITHIN 2'
OF TRAVEL LANE INSTALL TRAFFIC
CONTROL DEVICES AND SIGNS
PER FDOT STANDARD INDEX 1605
�/
MISOOCV ..TOOEMWRUTRECONCEP MODES.11RESEMEOHERFJN,ASARWS1MLfr MSEWCE,BWlE MOMY FOR THESPROFCPURPOSEARROUENT MR WRICXRµASPREPARED, REVSEOGANOWN0PERRELANCE ON MSDOCOAENTFjRNaw WIeRENAMONDAROu ANOAOOP
DATE: 08-17-2016
JUANITA AVENUE/ESSEX DRIVE Rudd Jones, P.E. & Associates, P.A. DRAWN BY: DAD
BUS SHELTER 2" Consulting Engineers DESIGNED BY: SSG
--------------
ST. LUCIE COUNTY, FLOf"- 7450 South Federal HW7. Port St Lucie, FI 3E952, Phone: (n2) 336-2933 CHECKED BY: SSC
)ATE BY REVISIONS FLDRIDA CER➢FlCAre OF ADIHORUAIMON Na, ONN06]OS Pnnred Date: CADD FILE: 2015-14PLAN
NOTE: ALL TRAFFIC CONTROL
DEVICES AND SIGNS SHALL FOLLOW
FOOT DESIGN STANDARDS 2015
INDEX 1600, 601, 602 AND 605
• � � .�3009 tr g � A�
LEGEND:
• • ■ CHANNELIZING DEVICE
® WORK SITE
SIGN
f— DIRECTION OF TRAFFIC
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
TRAFFIC CONTROL NOTES:
1. SIGNS SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF
WORK AND REMOVED AFTER COMPLETION OF CONSTRUCTION
ACTIVITIES
Z. CONTRACTOR MUST FOLLOW ALL CURRENT MUTCD, FOOT 600
INDEXES FOR TEMPORARY TRAFFIC CONTROL STANDARDS
J. LANE WIDTHS THROUGH THE WORK ZONES ARE A MINIMUM 10'
A DISTANCES BETWEEN SIGNS, CHANNELING DEVICES BUFFERS AND
TAPERS ARE PER FOOT INDEX 602 OR 605 AS APPUCABLE SEE
SHEET CIT.
"EN S.
O 55% T:TT *_
_ o10
. ®Aio-x.9...17
i$ 4ifii'`,be
SYRUOOAHE9 P.E..SMALL BE..I ILBNTYTORUMJOX S P.tL 6 A550.1ATEA" OORII..OFIOWEER9
HOR SCALE: VI
MAINTENANCE OF TRAFFIC
PLAN VERT. SCALE: NA
PROJECT NO.: 2016AS
SHEET CID OF 12
a
O�Iy1
1 m 1t°
Poa
NBRF
Ea
Pmo
�RF
E.B
ART
ART
a CONDITIONS
I 1 l ,Y°ufPS
a E:Y :E . AT AL.,
T.T. 4NE. VAR WOM..E IRA,
IJO OPYNStNEAN INZfn5ER10//
C� Y !On E, .. a eFW00 O( ME rNAH °O HINUZES
�BAo
PF
\ LN[NB
]JO
SYMBOLS
GENERALNOTES
/ ner une.exrM
M 14fLE ..TIN e19n -1 E,iv°zrimN 1w xe AIR. zr9n.
Yl
flpnxrn /f. flxlnl
IM e°Walnp rrrvtl lane oven lu nallN.
°IM_'_. 1[ LET.-.m.,el YWlyRE greaa roan Zs'
v
gxpt ll.q Am rIW O 49^r
Wtnq xm YnA IM nn al VE. ro r(
n"s__R w°,nrmm A.......
A.W R,_'.,,A'. IT. ICE rzmo"-.A
•
(namN/np M.at ISx rMer N. zbl
RAIL.-1.Al gN.ne ILL.N n
ero rovn.a.W Iv-., e111° a RE AR
Inex Fe AIDE,
6
wm Eme s.m
f. r/
"A.w'A
e..xf+rvq. 1 AT 1.
rin,rx
AZAR., LA L—AA 1.I.L.A a <,
.-Aµ;dle.
'pam.",'on "..Agee, emN
U'
AuW A-R tN•".n
p
Wpleemr/r[anvn • Ovetnvn ar l,a//.[
.AA.M•w rn EV-
CONDITIONS
Gu[Rs
OAvfNE/M REOUIN(NG. ROWx, Of ONE
YNE. TER
,,E" AREA' Z00 Ox
..AT A,�AIALEA FROA AN
I.. A PFPIO° .1 NOxE I 'n- IO N xYrFSN
DURATION NOTES
E 1.11 REAa AoA, l°e°sx _Ne aPle>w[nnp lne .orr men ,a
[.agAna•
YIM,
< LL.m. A. � n<M,.rr w "M'. ,;,nere-,.a........ A,.
..,,_......-...
2015
W1011M L v DESIGN STANDARDS TWO-LANE, TWO -NAY, WORK NEAR INTERSECTION "O. Ro
. 605 foil
DISTANCE BETWEEN SIGNS
SceN y IIeJ
e.":nn,.,nn
SYMBOLS
Y'(
S�9nv AalfIf l.A, E1.1
vA
:
(renenelw Oz..c<(Ar lro<. Nn .swl
p
q
Iu.w Aeq./.[Y.w.prnumWr,Yl:[
EA
07101112
Devlc. ; acln
PILL-
!P`R`
tuOWp n•xeq
f eer f
am
f
reMem
25
Zs 50
Sf'
rs M
ID
M
Ef
EJ
IW
GENERAL NOT£$
n.W-r RVI.- nrmgn ..... vxtpxt rM wrarceJ
EA44Ex u M essat.Nw N Ipu.wry
All I.. y l.i su^NIrvIN lar U,r xMREN1 NIn fm luprx vl IlpJer[
Z. S"0.' . ✓JIK A'." °e vaN aA an aPrrnae la Il.e mJRnfN srnN a/9n mry
.n IM ..m a..,t r� sw.mx.an 11 m.p ce.m,t,e.
nAmm1.1A` _em.m..a, .Nnm:m•n(:..r. mee.m.r n(
<nes1., Ee N+ee In xepe..m -1aeNlnae "1Ime.eA
A(w °[ "LEE rtavR.<e:vA aq A..........rmxiar, rtler lv /mer Na A.
�1 2015
F, DESIGN STANDARDS
DURATION NOTES
r my N annxm •I all al Em
w. ry[a +rce60ay. r. p.
/IaNnp NnIWq.. u.aie .pva vend ef.
Ta e
xm
MRATTA
60
1.
V
x m,n,... Enmlt, me,n
VA Lenprnb Ab AEI 1-11./M
s - emum sa<a umunvnl
CONDITIONS
ttos1A
'TO 1.1 .1 M TRAVEL t'/IY
TWO-LANE, TWO -NAY, WORK ON SHOULDER
JUANITA AVENUEIESSEX DRIVE
BUS SHELTER
i ST. LUCIE COUNTY, FLOI
11
CORNER SIDEWALK CLOSURE
WITH TEMPORARY CROSSWALKS
MID -BLOCK SIDEWALK
CLOSURE
SIDEWALK
CLOSED
MIDBLOCKSIDEWALK CLOSURE
WITH TEMPORARY WALKWAY
GENERAL NOTES
ew .l
:l.[lw a rNnm Am. onm1AA ew A,..N TEEA1,.x.
x erem<>
,nNr e.<rm.N..m<pf:,N
_.AV
eA-. I„EA'1 me•111e :awl ntl
T." t.r'e
_ ranurvq:_tmt.
1. 11A,11m. zt
CONDITIONS
a .'AN A,,,,,'-" x <maexee.
' JOE <raaa
P. r `-EVER,
R, ' .nn. maa1n_'."'AR"
°w1°w+.
'IRE ART vsxr<u, Ealnxexr
pl s s",` . Jan I
wORFEu n IR RCINPIEs
1. ART e.,.,A, vu r� A naMlpEryna•mnp Il9NAw
a vtN noel In'rapwr•reg A., rur°
ENLNOKM 0. ne 4E.A (OR A
rAmvo--+e-,.A, l,•,rN,Aane f..-eAswx e<Pa
efxroo o!xou rxw °J.'wTET..
SYMBOLS
.nv am.m. 1ePa.aov¢evve
......
® 1 Arco
rza /rem rN.Ialx Ire/x<,
AA Oel<a, eA." mq. <mn,uellen RE", A. rte —L'A. AT,
nemp nn9 oe.x.Isn Imo. xn. 6m)
S ✓aYzE.. ball.. neon. b<nW..q,nnmp rmrN [mzA.an.
m E—AT, „neznml RAO" :Nth a,mmm."A
D rcAznw snm
owlet T-TV A, .mr..nN
nr^p,.. w,.,w
�m°n
NIx rrpvrr
I
I,-1-1M ea,..
m R, "'Ar E,e
°
• , x
nA N...R.nar<t I IIATTI 1.m° snm.
o
h°eznlnnl...... nu (nemli:n9 °e+'c<
Il v.eln <lltt cia<e< A.ee.11 I.e•w<,v.c< s.w14 Nzw pass ."I
Aur
a (WmoN.
20i5
szT
F'DOT�
PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS
pa1.x
;HEEL
07101113
:
�- DESIGN STANDARDS
660
]
e li °,- Iron 1N1 ARE: I,a<r.ar. `
GENERAL NOTES
I w mle.xW zoo me r .eN....
na//„ EmarN m�ll m� mN een[�..frn IroAnnnifi0). t e n. m/ ati .
f. anrv.A LRE. T9n.ap n,ln.n rn<.m. a.ta ree:r,anl rE<
SYMBOLS N mxNeulx<pe.me.nn pne, apPN[neo r(z Ime,a.
® .A A.A, 1. wmn <mEwmm mn.u.A ,«,.pn m a Eme.nit ../« le /mat e.. mP.
x lnr r.nmp rcz rmv.xmegl aw mmna..p m/wnanur. re p m lmo Nn'AE
C.s rvf l<erc./.[vrtn.0up.n of rlalli[
O
602 I of 1 07YDIY0:
REuseoc Axo
Rudd Jones, PEE. & Associates, P.A.
- — Consulting Engineers
7450 South Federal Hwy. Port St Lucie, FI 04952, Phone: (712) 30639n
FL0W0ACCR9FlCATEOFAUTR0RWh.,Ln EEAoM1
# 4dv�uR 1111
CONDITIONS
Re s. R Kllvlrns
ARE BExv° ALL I.,. fAWIfP.
.. E An. rRf ..er
OI' TRAVEL TVAY " fxf EOGf
2015
+� DESIGN STANDARDS
-I'1V O-LANE, TWO-WAY, WORK OUTSIDE SHOULDER
I /vOE I
NOR
601
s Efl
7 of I
OCII TW Og VMA AUMOMMMMNN0A00PM4ff WI00MNESPE,S BUMOUTtIPBWEYM5 MJONE9KLa4S50CIAMS.PA.CONSUETNOEWMEERS
DATE: 08-17-2015
MAINTENANCE OF TRAFFIC
FDOT INDEXS
"oRzsuLE: 1=30'
DRAWN BY: DAD
DESIGNED BY: SSC
VERT. SCALE: NA
CHECKED BY: SSC
PROJECT No.: 2015-15
Date:
CADD FILE: 2015-14-PLAN
SHEET C11 OF 12