HomeMy WebLinkAboutTEMPORARY DRIVEWAY PLAN & DETAILSm
CONSTRUCTI'ION NOTES — FDOT RZ
Conditions of Construction
Within F.D.O.T. Right —of —Way
1. The contractor shall provide ❑ security instrument in the form of a
9. All materials and construction within the FOOT right—of—way shall conform
performance bond in the .estimated dollar amount of the improvements/work
to the FOOT Roadway and Traffic Design Standards {Latest Edition).
within the state road right—of—way. This dollar amount sholl be
Standard Specifications (Latest Edition) and the supplements thereto.
established by an amount equal to 110% of the contractors bid proposal. This
amount will be used on the appropriate Florida Department of Transportation
10. Applicant is responsible for submitting name of certified Maintenance of Traffic
(FDOT) form 850-040-20, 04/93 by the engineer. This security
Provider to FDOT for approval prior to construction. certificates for all
instrument may be waived by the FOOT, but is assumed to be required until
flogger" must be submitted to FOOT.
otherwise indicated, and shall be included in the contractor's proposal.
2. The contractor shall deliver to the engineer of record and to the FOOT,
11. At the end of each work period, any drop—off in the; area adjacent to the travel
proof of liability insurance, naming themselves as insured, and the FOOT as
way of the State Road shall be backfilled in accordance with Standard Index 600
an additional name insured. The policy shall contain a broad form
or shall be otherwise protected with temporary barrier wall at the contractor's
contractual endorsement specifically covering the liabilities arising from the
expense. I
indemnity agreement. The policy shall also provide:
12. If the permitted work is on a roadway that has beef selected as a
— Public liability insurance, including property damage,
hurricane or disaster evacuation route, the applicant, at the
the amount of $500,000.00 combined single limit/ occurrence.
pre —construction conference is required to present, as part of the work
— A provision requiring the insurance company to notify the
plan, an emergency functional restoration plan to address eventualities
FOOT. 30 days prior to the effective dote of cancellation or
such as hurricanes.
material change in policy.
13.The contractor must call the appropriate county traffic engineering
3. The contractor shall notify all users of the right--of—way (utility Cols,
division, having jurisdiction over the project at lead. 48 hours, before
etc.) of the pending work and will have all existing utilities located in the
any excavation within the FOOT right—of—way to determine the location
field,and all conflicts resolved. Documentation of this notification shall be
of the existing traffic signal interconnect cable.
submitted to the engineer of record.
14.The location of existing utilities shown are approximate only. The exact
4. The engineer of record and the FOOT must be. notified 72 hours prior to the
location shall be determined by the contractor during construction.
commencement of construction. A pre —construction meeting at the job site shall
Relocation of utilities shall be coordinated with utility companies after
be arranged by the contractor, at which representatives of the engineer of record
identification of conflict by contractor. Contractor will notify engineer
and FOOT must attend.
in advance before any relocation.
SCHULKE, BITTLE & STODDARD, LLC
15.Before permit approval and construction of this project, the applicant
must contact the Florida Department of Transportation Local Maintenance
William Stoddard (772) 770-9622
Office to schedule a pre —construction meeting. The telephone number is
F.D.O.T., Paul Brege (772) 429-4923
(772) 429-4923
5. All conditions of the FOOT permit must be strictly adhered to.
16.The applicant at the earliest convenient time shall T'.,tify in writing all
right—of—way users affected by the construction of this project.
6. All construction shall be performed in accordance with the "FOOT Standard
Specifications for Road and Bridge Construction," latest edition and shall
17.AII MOT lane closure signs shall be covered when hies are not closed.
reference the "FOOT Standard Specifications for Road and Bridge Construction,"
No lanes are to be closed before 9:00 am and all lanes are to be
latest revisions.
opened by 4:00 pm.
7- Construction specifications listed on this sheet shall be adhered to.
18.The pavement specification should read: Match etie;ting type and depth
of asphalt to 3 1/2" maximum including frictior course.
8. Traffic shall be maintained at all times, per the following:
— Driveway Construction: FOOT Index 603
1rche
A 4' 1?
Wes.. 4w I 4 j i �C Fly
i
LEGEND
X 00.00' =NAVD ELEVATION
—oo.00==NAVD EXISTING CONTOUR
16.34'
_ �I�IIIIIII
\��II11111�
t k
mi
Zi
I I .
.I ^ IIIIIII !79J'
7.65'
I I I
i l l I l k 6.42'
TEMPORARY DRIVEWAY
70 BE CONVERTED
TO PERMANENT DRIVEWAY
AT END OF CONSTRUCTION-
--
—o \
rr 1r 92
cDIM
I III
— Illy
I I I I I
16.49
0) O a; I I I I v
a
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any T1jIIII,
D f614
16,24 k I
5.74 yy
4 I I I + J� ,goof,
I I I11�1�
DRIVL+,FYAY PLAN
SCALE 1"=20'
NOTE: STRAW BALES SANDBAGS OR
USE SANDBAGS, STRAW BALES SPILLWAY ZCONTINUOUS BERM OF
OR OTHER APPROVED METHODS EQUIVALENT HEIGHT
TO CHANNELIZE RUNOFF TO
BASIN AS RE,UIRED.
w
"ROAD
Z WORK
AHEAD spsgmxp nxED
oapbup
xx pnospal e
REscrvr
DISTANCE BETWEE
speed r
- so .mpn oPess _
mpn —
50 mpn or great€r
,I'd"" "a"Wep alp,".
SYMBOLS
her Pre,
•
Chann ff"Ing Co,kr 15ee Index of 600)
[]I
Work Zoom 5",
Id en[....isLoch f fictions, of traffic
LAST
11111ION
07101115
LA4
REVI$iON
71/07/16
FLOW
0 2"-3" COURSE AGGREGATE
MIN. 8" THICK
PLAN DETAIL
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR
CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR I'D ENTRANCE
ONTO PUBLIC RIGHT—OF—WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT—N.T.S.
GENERAL NOTES
DURATION NOTES
1 When 'an, or more wax 1111111go Into,11kph claim loweone hour
1, Signs and [hannell I g devices be chided Ir all Of the
period or Tess (excluding esoothshrog andtaroymmicy the k ) She edva [ed
ro"ahng [andl[la L
FLAVLO x ,, shall be subsa uen, to, tl WORKERS a,,,, In, looalion Of Oapgers
a Work oparalon 60 What. AN.
end FLAELER SIII,, see Inner NO COOT
d VPN[Ie5 in the supork eyes have high I apsgy, rpMlnp
llSSMnp oenillMLg,tt grew lights peratlnp.
1 CEO "OAK s he mhY he ,,ad t 1 the WORKER Symapl sign Only
on LF
on ape side where Me shoulder work Is being performed.
Wher n
3, Wh<n a skis roseiMm'eacto the highway within the TTC zone addltlaral TTC
d=vi[es "pall be oy,cd in a[mrdemn wilh other armoneble IEZ Indeens.
a
� FY 2017-18
F�rV DESIGN STANDARDS
MATERIAL TYPES AND THICKNESSES IN DRIVING
AREAS FOR ALL CONNECTIONS
Thickness Iln.l T
Course
Matobls 4'
Calf —flame S
Federal T
S[ I I
AapF Ifl Con ' t
I"
t$^
B
OpN I pd4£ IS a Spe S lion S65)
OB.G. I
4N4.3
4M1 I) phase
R All mahall.11 hall be pOproved by the xcesershAt prior to baud, placed.
3 Ch edlo, stiedm-dum, mCr IM1 a n¢ boas. See Notes I and 2 Dam ,
A Travel wey Mars" mul ➢i fact'), dilly Y Loops env/ng nwre.he. a single connection.
and on, med o crvas,amiq inchnfinis hunic tharralv I and/0, xyww bn lepers. see
sots" I and s Der
NOTES
I The pavement trah he scucmrapy adinNuche to meet the expected comic loads and
should non be less Ina, that shown above, excEpt he approved by the OepaTnent for
graded-madlons, nlhc, CaRerrep t-ap ma, Ohma lent pavements may be Need We
the dhIllatlon Of 'he En.....0'
2. Auxiliary lanes and m-ir, transition tapers shall be the same st l[INre as the abptto,
II weY pave . t thick a y ( Ire ,anal y tf Hurts Iahl haled HMIs,
Is thik
3 if a, facing' D rag is ad to, A worhan, he frickness, pay ba Ieased [a
manch Itop so,, OF ca,11 W, palettes thickness Ifeu A, . camm theal—dare,
I splay. 6 f Fortiori Ouncert coommens will be acceptableInich or IM asphalt mass
aM V / ish Agree < old 5 6el
A. A t t I yours, 1 l ag l d farrl. ml. ThFoymon AllenIh,, afar
ill, y l I y Aura he, F shalef.
4 C 11 .... d will, Pp flood cement ! ),An be CI w; to ad leash G'
tMk The Capitalism, of, whor. hhrkg,,s wh .,,as is, in the p,a. of
p I I a by arrml. Matelint, and lostlylighs shall lhodgion with FOOT Standard
Specifications Sections Je] 350 and 522.
D. The f parthenf now i'while other pavement c0tare where local conditions warinM.
PAVEMENT STRUCfURE FOR TURNOUTS AND AUXILIARY LANES
TABLE 515-1
j FY 2017-18
Fes—' J DESIGN STANDARDS
IF numean, shoulder winch
"L = Length of "hanger taper In fM
W - Moth or total shoulder In feet
IramDhred paver and unpared wrow,
S = vosfed speed limit (mph)
CONDITIONS
WHERE ANY VEHICLE, EWIOMENT.
WAXERS OR THEIR ACTIVITIES
EURCROACH THE AREA CLOSER
Thaph Co BUT NOT CLOSER THAN
Y TO THE EOOE Of TIrAVEL WAr
INNIN I 51WE.T
TWO-LANE, TWO-WAY, WORK ON SHOULDER NO. NO.
602 1 of I
Edge we Travel
(Sae NMe a])�
k
RESIDENTIAL
OR
LOW VOLUME
COMMERCIAL
Dena .. By The E-onsar
5v From Edge OF male, way or s
Vas Una, Mh mover Is Les 1
- Edge or travel Way
.1
SIDE ROAD
OR
LARGE COMMERCIAL
DRIVEWAY
xmichly Lane India
W WMe .11
I a I
SMALL/MEDIUM I
COMMERCIAL
E LEGEND
(See Nate a21 O staged or Paved
Fwaired Paving
® Limit, Or Department MNMngnLa
�► Lane Idn"Ifi[ellon away DIrMNat of Tral(R
NOTES
l Assill rY leave whicychads, and 0 ablower asse ,'hangs lylM - l by Lee O"amma",
2 lowarrmeo andownwasong Of1 t pavans er -,,Ads Slight,ilea of fee Lravel we, or to
he adge al paved shicalmu, h' nee la q TneRmMrile W Ylurnm[ pava'
an Ibe light f y hall b H I d D, In k[. D aulno lzei agent As a
Worthen a IwNnNy lewark'np shoNM IM1 D p ram+ —1 grade and shapa anialing
tell-' an mop ad beyond 'he monewhomed pWhMS
3 Conam/ aM ma N f d ge facilities Ntbln IF gh N Y "gall b solely the
,eepatalbllis of 'he D p t Ness specified all(ek�kiM1, bT Is pay. p rmil,
I The mMMenam hi p LI or Mgnv Y L gM p re Is b Yetl c-0Wpme d
M Mher Recession, dIce "ell 41M pan IDIRyE " agence,.
S. M pmvemml groarkhrign on the Steve hIghashipch Inchnichigicalersion and OxOner#Ion lane
malikipow, am I grog Inslalled fertile amemoths, al tydIa I hipped, shell be us rta'nea
by the maill
5. AN'formse and llwkmg Insteuaa le, lee operation of is ache[ an (sRm as stop Dar,
AM stop ,ions rw me ronnertml hat,W the responAell. lie permMm.
OMITS OF
CONSTRUCTION AND MAINTF'IANCE Il -
FOR FLUSH SHOULDER ROADWAY'.-ONNECTIONS ) l
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St Lucie �—
❑ JOSEPH W. SCHULKE
FL REG, NO. 47048
❑ JODAH B. BITTLE
P. REG NO. 57396
❑WWAM P. STOODARD
William Stogysr�opy
FL RED. N0. 57605
-
Feb 1 2018 1:25 PM
DATE:
SHEET
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GRAPHIC SCALE
\ 20 0 10 20 4n
( IN FEET )
\ 1 inch = 20 ft.
'81 COASTAL CONSTRUCTION CONTROL LINE
\ ACCORDING TO THE PLAT THEREOF, AS RECORDED
III PLAT BOOK 19, PAGE 8, OF THE PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
\ LEGEND \ '87 COASTAL CONSTRUCTION CONTROL LINE \
\ \ aq ACCORDING TO THE PLAT THEREOF, AS RECORDED
> 00.00 =NAVD ELEVAIION IN PLAT BOOK 26, PAGE 26. OF THE PUBLIC RECORDS /
1\ T x OF ST. LUCIE COUNTY, FLORIDA. D '' OF
•R a++-00.00=NAVEXISTING COINTOUR1) DNR GM
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\ \ / UPLAND PftfSER✓ATION EASEMENT ( 4* ` \
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AFIU GRADE PER
SECIIONS A/C6 AND B/C6/ 844' yi^ 15.75 VARIES 15,75 TO 1 92
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>< EP1ERt 16.7 16.00 NAVb
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4, /XVAftIES 1.5.75\ j 5.75
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TO BE F4EMOVED ' X:Ih 39'\ 1 ,<c' t2 /,,. .,, .
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FRANGIBLE
SANDSET PAVER
Il y2`, X Ig J. x 1i. ' DRIVEWAY13.60/
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GCLEAR ZQNE PER 4t •1t 1+ �� /
ECTI NS A/C6 A D B/C6 W
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6.49 ` O
ff, ^ \ X UPLAND PRESERVATION EASEMENT
\ I\ �
APPROVED PLAN AS PERMITTED
BY THE DIVISION OF WATER RESOURCE MANAGEMENT
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST
COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND
ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED
PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED
PURSUANT TO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED.
\ November 15, 2017
\ Reviewed by Date
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SITE DATA
OWNER
STEPHEN & LISA BASILE
3702 N AIA, APT 304
FORT PIERCE, FL 34949
ENGINEER/AGENT
SCHULKE, BITTLE & STODDARD LLC
C/O WILLIAM P STODDARD Ph. D., P.E.
1717 INDIAN RIVER BLVD SUITE 201
VERO BEACH, FL 32960
(772) 770-9622
SURVEYOR
MERIDIAN LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL 32960
(772) 794-1213
SITE ADDRESS
6600 NORTH HIGHWAY AIA
FORT PIERCE, FL 34949
PARCELID#s
1403-130-0001-000-7
F.I.R.M. PANEL
#120111CO087 J, DEC.16TH, 2012
FLOOD ZONE
X & VE-14'
CONSTRUCTION SCHEDULE
COMMENCE
DECEMBER 2017
COMPLETE
JANUARY 2019
SEASONAL HIGH WATER LINE
ELEVA7I0N=5.29' NAVD 88
DATED 051JO117
p.99
X 6.14' X 0.55
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\I X 0.5i p01
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SAND OCEAN I V A \ \
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I \ \ \ \ \ ME}1pI H(Gh WATER LINE\ `\ \
I \\ \ \ ELEVATIQN=0.64' NAND 88
\ \\ \ PAYED\ 05/3�/17
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\ I I I O.00�COIVOUR \ \
\ \ I DATED 0\5/30/17
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FL REG, NO. 47048
❑"m B. BIT7LE ,'
FL REG: N0.
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0812S/2U17
LOAM P. STOOD
FL E6 NO' 05
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DIVISION OF WATER
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RESOURCE MANAGEMEN -
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SL-330
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PROJECT NO.
17-088
UPLAND PRESERVATION EASEMENT ORB. 3136, PAGE 110
%! '87 COASTAL CONSTRUCTION CONTROL LINE
IN PACCORDING
BOOTO K TIIEP LA THERE6, OF THE P RECCF, AS ORDED
LATRECORDS OF ST. LUCIE COUNTY, FLORIDA.
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UPLAND PRESERVATION EASEMENT O.R.R. 3136, PAGE 110
LIGHTING KEY
FIXTURE
MANUFACTURER
FIXTURE LAMP TYPE&
MOUNTING TYPE
LOCA'IION OF
STRUCIURE
LABEL
FIXTURE TYPE
& CATALOG NO,
QUANTITY WATTAGE
& HEIGHT
FIXTURE
LEVEL
WALL SCONCE
EDGELINE LIGHTING
19 3W LED AMBER
WALL MOUNT
(10) BEACH SIDE
FIRST FLOOR
WET
DOWN LIGHT
LS1-46-CFL
MAX T-0" ABOVE FLOOR
(3) SHORE -
PERPENDICULAR
(6) LANDWARD
POOL LIGHT
POOL LUMINAIRE
7 3W LED AMBER
U14DERW ATFR
BELOW WATER
POOL
LS333ANS-LED
t,
DEPARTMENT OF ENVIRONMENTAL PROTECTION
APPROVED LIGHTING PLAN
This approval is limited to the exterior lights depicted '<
an the stamped plans. This approval does not relieve
the applicant of the responsibility to obtain any other
approvalsor permits which may be required by Federal, t
State, County or Municipal low.
/
November 15, 2017
Reviewed by Date
EXISTING SAND PATH
'81 COASTAL CONSTRUCTION CONTROL LINE
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 19, PAGE 8, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ITT ®ira th
GRAPHIC SCALE
( IN FEET )
1 Inch = 10 ft.
PRESERVE EASEMENT
3136, PAGE 110
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SCHULKE
FIL REG. NO. 47048
RECEIVE® I FLEQ NOT 578
WAM P. STODDARI
08/25/'ZU Copy R.D .ice,.
IVISION OF WATER DATE: 2017
SHEET .
URCE MANAGEMrNT C3
SL_330 PROJECT NO.
17-088
I
UPLAND PRESERVATION EASEMENT O.R.B. 3/36, PAGE 110
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ACCORDING TO THE PLAT THEREOF, AS RECORDED UPLAND PRESERVATION EASEMENT O.R.B. 3136, PAGE 110
IN PLAT BOOK 26, PAGE 26, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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1 OATS
'81 COASTAL CONSTRUCTION CONTROL LINE
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 19, PAGE 8, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
\ APPROVED PLAN AS PERMITTED
BY THE DIVISION OF WATER RESOURCE MANAGEMENT
•\ FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST
\ COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND
ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED
PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED
\ PURSUANT TO CH.161, F.S. AND OTHER PERMITS MAY BE REQUIRED.
� November 15, 2017
Reviewed by Date
40
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DIVISION
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RESOURCE MANAGEMENT
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'81 COASTAL CONSTRUCTION CONTROL LINE
ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 19, PAGE 8, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
\ APPROVED PLAN AS PERMITTED
BY THE DIVISION OF WATER RESOURCE MANAGEMENT
•\ FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST
\ COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND
ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED
PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED
\ PURSUANT TO CH.161, F.S. AND OTHER PERMITS MAY BE REQUIRED.
� November 15, 2017
Reviewed by Date
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❑ JOSEPNW. SCHULKE
-FL REG. N0.47046
❑JODAH B. BITRE
p� FL REG. NQ. 57396
Dy,�¢'I AM P. STODDARD
DATE: � 4 '63�if-i
,SHEET
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EXISTING
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ACCORDING 10 THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 26, PAGE 26, OF THE PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
9.13
LEGEND
FILL SEAWARD OF C.C.C.L.
EXCAVATION SMWARD OF C.C.C.L.
EXCAVATION AND FILL GIUAN 11 TIES
TEMPORARY EXCAVATION SEAWARD OF C.C.C.L................ 114 C.Y.
TOTAL FILL SEAWARD OF C.C.C.I............................ 3.228 C.Y.
NET FILL SEAWARD OF C.C.C.L............................ 3,114 C.Y.
NO NET EXCAVATION SEAWARD OF CCCL
THESE QUANTITIES ARE APPROXIMAIE ONLY, NOT FOR alUDING PURPOSES,
TIIESE QUANTITIES DO NOT INCLUDE ANY ADJUSIMENT FACTORS FOR
COIAPACTING AND LOSES
LEGEND
x Ho.aa -14AVD ELEVATION
—0000'---NAVD EXISTING CONTOUR
QQ-Q"\=PROPOSED ELEVATION NAVD
—oa.ao'—=PROPOSED CONTOUR NAVD
x 8.47'
APPROVED PLAN AS PERMITTED
BY THE DIVISION OF WATER RESOURCE MANAGEMENT
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST
COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND
ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED
PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED
PURSUANT TO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED.
i
November 15, 2017
Reviewed by Date
\ 1 inch = 20 ft.
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FL REG. N0. 47048'
OS/25/2017 �jde ❑JGDAHA THE
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RESOURCE MANAGEMENT DA
SL-330 r5,���.�-�.
PROJECT NO.
17-088
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