10-05-1999 Plans
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PLAT BOOK
PAGE
WILLIAMS ISLAND
SIXTH
AMENDED
A REPLAT OF A PORTION OF TRACT "c" OF WILLIAMS ISLAND THIRD AMENDED AS RECORDED IN PLAT
BOOK 126, PAGE 49 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, SAID LANDS LYING IN
SECTION 10, TOWNSHIP 52 SOUTH, RANGE 42 EAST, CITY OF AVENTURA, DADE COUNTY, FLORIDA, MAY, 1996
LEGAL DESCRIPTION:
A PORTION OF TRACT ' C'. WILLIAMS ISLAND AMENDED. ACCORDING TO THE Pi4AH THE~(l)F
AS RECORDED IN PLAT BOOK 126 AT PAGE 49 OF THE PU,BLIC RECORDS OF MIAMI-DADE COUNTY,
FLORIDA. BEING MORE PARTICULARY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTH~ST CORNER O~SAID TRACT 'C'. THENCE NORTH 62055'34" EAST.
ALONG THE NORTHERLY LINE OF SAIDTR'A\CT C' A DISTANCE OF 228.81 FEET TO A POINT ON
~Agl~Eu~~~Ry~~VaFC2~~~~E2~~2~~~1~0~I~ViStHE~~~I~gU~H~~~t~~L~FAC5~GO~H~E~Is~~~L~
LINE OF PRIVATE EASEMENT NUMBER 9 A~ SHOWN ON SAID WILLIAMS ISLAND AMENDED PLAT.
THROU9H ~ CENTRAL ANGLE OF 09058 34'. AN ARC DISTANCE 9F 75.74 FEET; THENCE SOUTH
2700426' EASTt ALONG THE EASTERLrLINE OF SAID TRACTC' A DISTANC~ OF 157.67 FEET; THENCE
SOUTH 63012'14' WEST. A DISTANCE OF 332.44 FEET; THENCE NORTH 21044 16" WEST. A DJSTANCE
2~Rl~86g~0~~~~"T~A~T~ol~~NgFT~~T~~I~~~l~NLV~~HO~H~AV~St~~~J ~A~EAO~I~~1~c~Ra~T1;~.~5T~~~~ETO
THE POINT OF BEGINNING. '
SAID PLAT CONTAINING A TOTAL OF 1.555 ACRES MORE OR LESS
SAID LANDS LYING AND BEING IN THE CITY OF AVENTURA, MIAMI-DADE COUNTY. FLORIDA
PREPARED BY:
CONSUL-TECH ENGINEERING, INC.
MIRAMAR PARK OF COMMERCE
3141 COMMERCE PARKWAY
MIRAMAR, F'LORIDA 33025
TELEPHONE: (954) 438-4300
L.B. No. 3527
JUNE, 1999
CITY APPROVAL: .
THIS PLAT WILL NOT RESULT INA REDUCTION. IN THE~EVEL OF SERVICES FOR THE
AFFECTED PU~LlC FACILITIES BELOW THE LEVEL OF' S(RVICES PROVIDED IN THE
MUNICIPALITY S COMPREHENSIVE PLAN~ THEREFORE. IT WAS APPROVED AND THE FOREGOING
OED I CAT IONS WERE ACCEPTED AND APPROVED BY RESOLU,T I ON NO.
PASSED AND ADOPTED BY THE CITY COUNCIL OF T~ CITY OF AVENTURA. MIAMI-DADE
COUNTY. FLORIDA, TH IS DAY OF ",;", , ' A. D. 1999.
.
ATTEST:
PRINT NAME:
AND TITLE:
BY:
PRINT NAME:
AND TITLE:
MIAMI-DADE COUNTY
This plat was approved by the Miami-Dade County. Florida. Department of Planning and Zoning. this ---------- day
of ____________________. A.D. 1999. The size of the lot(s). tract(s) and other features as shown on this plat conform
to al I requirements of the existing zoning as of thfs date. This plat has been reviewed by a Professional
Surveyor and Mapper employed by Mloml-dade County In accordance with Section 117.081 (1) of the Florida Statues.
APPROVAL:
MIAMI-DADE COUNTY PLAT RESTRICTIONS:
NO WELLS WILL BE PERMITTED WITHIN THIS SUBDIVISION EXCEPT FOR IRRIGATION , AIR-
CONDITIONING AND/OR SWIMMING POOLS.
THE USE OF SEPTIC TANKS WILL NOT BE PERMITTED WITHIN THIS SUBDIVISION. UNLESS
APPROVED FOR TEMPORARY USE IN ACCORDANCE WITH STATE AND/OR COUNTY REGULATIONS.
ALL NEW ELECTRIC ANDCOMMUNICAT~ON LINES WITHIN THIS SUBDIVISION, j OTHER THAN
TRANSMISSION LINES SHALL BE INSTALLED UNDERGROUND.
THE AREAS ADJACENT TO THE LAGOON ARE TO BE GRADED TO PREVENT OVERLOAD STORM
WATER DISCHARGE INTO THE LAGOON.
By: ______________________________' Director
This plat was approved by the Miami-Dade County. Florida. PUblic Works Department this ---------- day of
____________________, A.D. 1999.
OWNER'S:
IN WITNESS WHEREgF W I DEVELOPMENT. INC.. A DELAWARE CORPORATION. OWNER OF A
PORTION OF TRACT 'C~. AS SHOWN HEREON. HAS CAUS~D THIS PRESENT TO BE SIGNED FOR
AND ON ITS BEHALF BY ITS VICE-PRESIDENT AND ASSISTANT SECRETARY AND ITS
CORPORATE SEAL TO BE HEREUNTO AFFIXED BY AND WITH THE AUTHORITY OF ITS BOARD OF
DIRECTORS THIS DAY OF · A.D. 1999.
By: ______________________________' Director
This plat has been found to be In compliance with the requirements of Chapter 33G Code of Miami-Dade County.
subject to al I conditions of the Concurrency Review Agencies and said Chapter 33G. This plat was approved and the
foregoing dedications were accepted and approved by ,Resolution No. __________ passed and adopted by the Board of
County Commissioners of Miami-Dade County. Florida. 'this _______--- day of --------------------. A.D. 1999.
Attest: Harvey Ruvin
Clerk of the Circuit Court
~h
t,i.
'\
WITNESS:
';I
W I DEVELOPMENT. INC.,
A DELAWARE CORPORATION
Signed:' --------------------------.----
Mayor
By:
--------------...---------------
Deputy Clerk
PRINT:
WITNESS:
PRINT:
BY:
ROBERT I.FINVARB, VICE-PRESIDENT AND
ASSISTANT SECRETARY
RECORDING STATEMENT:
ACKNOWLEDGEMENT:
STATE OF FLORIDA ) I HEREBY CERTIFY: THAT ON THIS DAY PERSONALLY
) SS ~ APPEARED FOR ME AN OFF I CER DUL Y AUTHOR I ZED TO
) ADMINISTER OATHS AND TAKE ACKNOWLEDGEMENT.
COUNTY OF MIAMI-DADE ) ROBERT I. FINVARB AS VICE-PRESIDENT AND
ASSISTANT SECRETARY OF W I DEVELOPMENT. INC.. DELAWARE CORPORATION. PERSONALLY
KNOWN TO ME TO BE THE PERSON HEREIN DESCRIBED AND WHO EXECUTED THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS FREE ACT AND DEED AS
AN OFFICER FOR THE PURPOSES THEREtN EXPRESSED AND WHO DID NOT TAKE AN OATH.
Filed for record this __________ day of ____________-_______. A.D. 1999. at ---------- _____.M. In Book
__________ of plats. at Page _-________ of the Public Records of Miami-Dade County. Florida. This plat complies
with the laws of the State of Florida and Miami-Dade County. Florida.
Harvey Ruvln. Clerk of the CIrcuit Court
By: ______________________________' Deputy Clerk
SURVEYOR'S CERTIFICATE:
WITNESS: MY HAND AND OFFICIAL S~AL THIS
DAY OF
. A.D. 1 999
I HEREBY CERTIFY THAT THE ATTACHED PLAT IS A TRUE AND CORRECT
REPRESENTATION OF THE LANDS RECENTLY SURVEYED, SUBDIVIDED AND
PLATTED UNDER MY RESPONSIBLE DIRECTION AND SUPERVIS,tON. THAT THIS PLAT WAS
PREPARED UNDER MY DIRECTION AND SUPERVISION, AND COMPLIES WITH ALL OF THE
SURVEY REQUIREMENTS OF FLORIDA STATUES CHAPTER 177. PART I. THE PERMANENT REFERENCE
MONUMENTS (P.R.M.'S) WERE SET IN ACCORDANCE WITH SECTION 171.091 OF SAID CHAPTER
117 ON THIS DAY OF .1999.
MY COMMISSION EXPIRES:
NOTARY PUBLIC
MY COMMISSION NUMBER:
PRINT NAME
OWNER'S:
IN WITNESS WHEREOF: WILLIAMS ISLAND~S~OCIATES. LTD., A FLORIDA LIMITED
PARTNERSHIP. OWNER OF A PORTION OF TRACT II 1, AS SHOWN HEREON. HAS CAUSED THIS
PRESENT TO BE SIGNED FOR AND ON \11 TS BEHALF BY W I HOLD I NGS, INC., A DELAWARE
CORPORATION. ITS GENERAL PARTNER. W I HOLDINGS. INC.. A DELAWARE CORPORATION HAS
CAUSED THIS PRESENT TO BE SIGNED ON ITS BEHALF AND ITS CORPORATE SEAL TO BE
HEREUNTO AFFIXED BY ITS VICE-PRESIDENT AND ASSISTANT SECRETARY
THIS ' DAY OF . ,A.D. 1999
CONSUL-TECH ENGINEERING. INC. L.B. 3527
J
BY:
STEPHEN K. SEELEY
PROFESSIONAL SURVEYOR AND MAPPER NO. 4574
STATE OF FLORIDA
"j'
("
l~'
WITNESS:i
1i
i
-.'t
WILlIAMS ISLAND ASSOCIATES. LTD.,
A FLORIDA LIMITED PARTNERSHIP
BY: W I HOLDINGS, INC..
A DELAWARE CORPORATION. AS GENERAL PARTNER
ROBERT I.FINVARB, VICE-PRESIDENT AND'
ASSISTANT SECRETARY
NOTICE:
THIS PLAT. AS RECORDED IN ITS GRAPHIC FORM. IS THE OFFICIAL DEPICTION OF 'THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. WHETHER GRAPHIC OR
DIGITAL. '
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT, THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY.
PRINT:
WITNESS:
BY:
PRINT:
ACKNOWLEDGEMENT:
STATE OF FLORIDA )
1 HEREBY CERTIFY: THAT ON THIS DAY PERSONALLY
t',PPEARED BEFORE ME. AN OFFICER DULY AUTHORIZED
o ADMINISTER OATHS AND ACKNOWLEDGEMENTS,
COUNTY OF MIAMI-DADE) ROBERT I. FINVARB AS VICE-PRESIDENT AND ASSISTANT
SECRETARY OF W I HOLDINGSINC..' A DELAWARE CORPORATION. GENERAL PARTNER OF
WILLIAMS ISLAND ASSOCIATES. LTD., A FLORIDA LIMITED PARTNERSHIP. PERSONALLY
KNOWN TO ME TO BE THE PERSON HEREIN DESCRIBED AND WHO DID NOT TAKE AN OATH.
WITNESS: MY HAND AND OFFICIAL SEAL THIS DAY OF
SHEET
10F
2
SHEETS
. A.D. 1999.
W I DEVELOPMENT, INC.,
CORPORATE SEAL NOTARY SEAL
W I HOLDINGS. INC..
CORPORATE SEAL
NOTARY SEAL
SURVEYOR'S SEAL
MY COMMISSION EXPIRES:
NOTARY PUBLIC
MY COMMISSION NUMBER:
j
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N. W. CORNER
N.E. 1/4
SEC. 10-52-42
... _.. ,~,_.,......-._. ~~.".-~,.._...._"....".,..._ ~.. _.'. .....,._....,. _...~.~... _^' . .____..... .,.". '..,,, '~'.-' ..... ,,_....._.._...~...._.....__..' .._.._...... '..,.~... .~....._"' ..,.,...,..._.....~. ~.....................__,,_ ........_._ .-.._.... _...._ '._," .__..".__.._'"_..".......,.__..__.-,._....'-,.-. .~' _.~_.,....._. ,.... .' '. ,__......,._ .._"."',......, ....'. ._....'"-~...._.._.... ,"...__._. __..... _ .'_.-.h......____..._.".,__..,_.,-.........___.........'_.... ,_~.u~~.,.. _ _..._,_.....,_._,_....__~..._., '.. .,..-._-'..............._.,........_._..,-~.__._._._---,..-..,_.'_...__..... ...."'~...._._-_...._--_.,.._--,-
_._-.__._._...._____~ "".'_ ,...-.._ ,.""._..._"'..._..._..___ 4_...._'....'. . .._~.,.~ __.___
~--_._----------.
PLAT BOOK
PAGE
WILLIAMS ISLAND
SIXTH
AMENDED
IN PLAT
SAID LANDS LYING IN
DADE COUNTY, FLORIDA.
A REPLAT OF A PORTION OF TRACT "c" OF WILLIAMS ISLAND THIRD AMENDED AS RECORDED
BOOK 126, PAGE 49 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA,
SECTION 10, TOWNSHIP 52 SOUTH, RANGE 42 EAST, CITY OF AVENTURA,
PREPARED BY:
CONSUL-TECH ENGINEERING, INC.
MIRAMAR PARK OF COMMERCE
3141 COMMERCE PARKWAY
MIRAMAR, FLORIDA 33025
TELEPHONE: (954) 438-4300
L.S. No. 3527
JUNE, 1999
N89057115"E
1591.121
NORTH LINE OF SECTION 10-152-42
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UTILITY AND INGRESS/EGRESS
EASEMENT- O.R.8. 12103, PG. 1723
O.R.8. 11491, PG. 1748
PRIVATE EASEMENT NO.9
(P.8. 126, PG. 49)
P.O.B.
NORTHWEST
TRACT "CI
(PB. 126,PG. 49)
BEARINGS REFERENCED TO THE NORTH LINE OF THE NORTHEAST
ONE-QUARTER (N.E. 1"4 ) OF SECTION 10, TOWNSHIP 52 SOUTH,
RANGE 42 EAST AS BEING NORTH 890 57' 15" EAST, ASSUMED DATUM
AS SHOWN ON THE PLAT OF WILLIAMS ISLAND AMENDED (P.B.126, PG. 49 D.C.R.)
NORTHEAST CORNER
TRACT I'C'
TRACT "B"
WILLIAMS ISLAND AMENDED
PLA TBOOK 126, PAGE.49
(NOT A PART>
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TRACT "B"
WILLIAMS ISLAND AMENDED
. PLAT BOOK 126, PAGE 49
(NOT A PART>
O.R.B. = OFFICIAL RECORD BOOK
P. B. = PLAT BOOK
P. = PAGE
D. C. R. = DADE COUNTY RECORDS
P.O.B. = POINT OF BEGINNING
U.E. = INDICATE UTILITY EASEMENT
o = INDICATES PERMANENT CONTROL POINT (P.C.P.) (P.S.M.# LS 4574)
SQ. FT.= INDICATES SQUARE FEET
. = INDICATES SQUARE FEET
~ = INDICATES BENCHMARK ELEVATION
-@~ = INDICATES PERMANENT REFERENCE MONUMENT (P.R.M.)
BRASS DISK IN 6" DIAMETER CONCRETE MONUMENT.
PROFESSIONAL SURVEYOR AND MAPPER (#lS 4574)
~ = CENTRAL ANGLE (DELTA)
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R = RADIUS
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PLA T BOOK 126, PAGE 49
(NOT A PART>
RECORDING ST ATEMENT:
WESTERLY UNE TR~T .~
(P .8./26, PG. 49)
Filed for record this __________ day of ____________________, A.D. 1999, at __________ _____.M. in Book
__________ of plats, at Page __________ of the Public Records of Miami-Dade County, Florida. This plat complies
with the laws of the State of Florida and Miami-Dade County, Florida.
Harvey Ruvin, Clerk of the Circuit Court
By: ______________________________, Deputy Clerk
NOTICE: This plat, as recorded in its graphic form, is the official depiction of the subdivided lands described herein
and will in no circumstances be supplanted in authority by any other graphic or digital form of the plat. There may be
additional restrictions that are not recorded on this plat that may be found in the public records of this county.
I.
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that caDDot be reproducec1 In
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COMMUNITY DEVELOPMENT
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-----.;.-.----- ~....__ -~.;.._, __n___.... ~'. ~ 18' , 41.14' .~JL_
- .. - REMARKS
16"-18" 16"-18" 3 Gallon full to Base, 18" On Center
3.5-4' ' 2'-2.5' 7 Gallon Full to Base~ 2' On Center
20"-24" 18"-20" 3 Gallon F~II to Base, 2' On Center
2.5'-3' 2'-2.5' 3 Gallon f=ull to base, 30" On Center
2.5'-3' 2.5'-3' 3 Gallon Full to Base, No Leaf Spot
2.5'-3' 18"-20" 3 Gallon Full to Base Foliage
12"-14" 10"-12" 1 Gallon ~ Plants per Pot Min, 18" On Center
20"-24' 3 Gallon Full to Base, 2' On Center
12"-14" 1 Gallon 10 Plants per Pot Min, 12" On Centers
3'-3.5' 3'-3.5' 7 Gallon Full to Base
20"-24' 20"-24' 3 Gallon Full to Base, 2' On Center
- -
- - 4" Pot 8" On Center
- -
2.5'-3' 2.5'-3' 3 Gallon Heavy Clump
,
SHRUBS &:. GROUNDCOVERS Atlas
. . B01A~~TICl~L' C-lril _
CAR 40 Carissa grand.. -Emerald ~/.nket-
Natal Plum :
CEi 'i3O Concarpus erect us serieeus
_ _ Silver Buttonwood ,
CHR 5& Chrysobalanus lcaco
_ _ Cocoplum
cae 411 Coccoloba uvlfera 'Shrub'
~ _ Sea Grape Shrub
CRI 34 Crlnum as/aticum
_ _ Giant Lily (White) .
HIS 75 Hibiscus r. slnens;s 'P,nk'
_ _ Hedge Hibiscus
HYM 150 HymenOcaIl/s latlfolia :
_ _ Spider lily :
ING 416 Ixora -Nora Gran"
_ _ Hybrid Ixora I '
LEG a UrIope m. 'Ev8lflreen,Glant'
_ _ Giant Lilyturf
PHI 10 Phllodendmn selloum
_ _ Split Leaf Philodendron
PTV 154 P/ttospoRlm Tob/ra Varlegata'
_ ....L Variegated Pittosporum
SEA 326 Seasonal Color
: Annuals
- .....
TRI 10! Trlpsacum dactyloides
. Fakahatchee Grass
SOD
TREES & PALMS - Atlas
111m BOTANr,'
Calophyllum brasil/nese
Brazil Beautyleaf
Ficus Benjamina
Weeping Fig
Cocus nucNera ""alay'
Dwarf Green Coconut Palm
Ligustrum lucidum 'Standard'
Glossy Privot Tree
Ph98nix roebelHni
Pigmy Date Palm
Pandanas utllis
~ Pine
PaulOtls wrlghtH
Saw Thatched Palm
Royston.. regia
Royal Palm
Washington.. mbusta.
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PRIOR TO INSTALLATION
PAINT ALL CUTS OVEfit 1121 IN DIAMETER WITH
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FINI~ GRADE
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3 WOODS eATTENS SECURE WITI-I METAl
STRAP6.. 2x4 eRACES TO BE NAILED
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STAKES TO ee OF 6UFFICIENT &IZE
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ATLAS TERMINAL APARTMENTS
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SALES OFFICE FOR TRACT "C"
PAVING AND DRAINAGE PLAN
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TRACT "A"
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---
GRAPHIC SCALE
l LEGAL DESCRIPTION:
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Tracts C, ATLAS TERMINAL RESIDENTIAL, according to the
Plat thereof as recorded in Plat Book 147 at Page 67 of the
Public Records of Miami-Dade County, Florida.
40
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( IN FEET )
1 inch = 40 It.
PROJECT SITE
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LOCATION SKETCH
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MIAMI-DADE COUNlY, FLORIDA
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VACANT
NO BUILDINGS
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CONSTRUCTION
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SOUTH LINE, SE 1/4 SECTION 3
TOWNSHIP 52 SOUTH RANGE 42 EAST
XI STING
SOUTHERN BELL
RISER
XIST. 4' X 5' CONCRETE SLAB
SOUTH LINE OF TRACT "c"
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EXIST. PVC DRAIN
EXIST. LIGHT POLE
S 89-57'15" W
1071.26'
EXIST. 3' SEA WALl:
EXISTING PAVEMENT-
MARKING
(TO REMAIN)
LEGEND
RECEIVED
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GRATE EL. 6.31
TRACT "A"
MARINA
PER P.S. 126 PG. 49
l~ /79
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EXIST. DOCKS
COIlI11:1",,"~
. = CATCH BASIN
o = MANHOLE
[J=O = LIGHT POLE
a = WATER METER
E><3 = WATER VALVE
iii = CATCH BASIN INLET
o = UTILITY POLE
a - RISER
tr = FIRE HYDRANT
. = HANDHOlE
-..A- = SIGN
= 0.5' CURB
= 2.00' CURB &: GUTTER
-11--= CHAIN LINK FENCE
El. = ELEVATION
INV. = INVERT
SAN. = SANITARY
P.R.M. = PERMANENT REFERENCE MONUMENT
k~':':>l = PROP. CONCRETE
c:::.J = PROP. PAVEMENT
CARL L. SKILES P .E.
FLA. REG. NO. 13617
THIS DRAWING IS
THE PROPERTY OF
FORTIN, LEAVY, SKILES, INC.
AND IS AN INSTRUMENT
OF SERVICE NOT TO BE
REPRODUCED IN WHOLE
OR IN PART WITHOUT
THE ExPRESS WRITTEN
PERMISSION OF SAME.
80
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Date
8 20 99
Scale
1 "=40'
Drawn By.
LG
Cad. No.
991005PD
Date Plotted:
8 23 99 3:35
Ref. Owg.
297D-020-1
Field Book.
497 62 63 JWL
Job. No.
9946
Owg. No.
3099D-060
Sheet
1 of 2
SLOPE TO MEET EXIST.
GRADE. 4:1 SLOPE. (TYP.)
J1I
20.0'
5.0'
SOD
10.0'
LANE
10.0'
LANE
5.0'
SOD
~JYPE S-1 ASPHALTIC CONC.
ELEV. REFERS I ./ PAVEMENT 1 1/4 INCH THICK.
TO THIS PT. V SLOPE TO MEET EXIST.
GRADE. 4: 1 SLOPE. (TYP. )
Jt. ~ ~ 3:_ ...LEXIST. GRADE
6" TYP. .
- - - - - - .u 6" TYP.
-
/ELEV. REFERS
TO THIS PT.
.\. 1& .,1, .1. ,., SL. VARIES ~
FILL
L____ ;I
12" COMPACTED SUBG~E- - - - -
95" DENSITY AASHTO T -180
6" L1MEROCK BASE,
PRIMED ENTIRE WIDTH
TYPICAL SEC "B-B"
NOT TO SCALE
TYPE "A" JOINT
/"
,/''/1
//
5' OR AS
SHOWN ON PLANS
I' VR/W
t-L 114" PER FT. SLOPE LINE
r
t SECTION uA_Au
"A"
t.~.
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I~
~
.
P.T.
TYPE "B"-
JOINT
_ ~/4"
lLLB/ ~
..~
TYPE uAu
(OPEN TYPE JOINTS)
@
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
P.C. AND P.T. OF CURVES
JUNCTION OF EXIST. ANID
NEW SIDEWALKS
5'-0" CENTER TO CENTER
ON SIDEWALKS
.WHERE SIDEWALK ABUTS
CONC. CURBS, DRIVEWAYS,
AND SIMILAR STRUCTURES.
TYPE "A" JOINT
5' -0"
I TYP: I
/ R/W LINE
I
EXISTING
SIDEWALK
I
"- TYPE "A" JOINT
1/2"
:::IC
1/2"R7~
-- ~
~ ..-
~~
~ I '"
TYPE usu TYPE ucu "- 1/2" PREMOLDED EXPANSION
(SAWED JOINTS) (EXPANSION JOINTS) JOINT MATERIAL
SIDEWALK JOINTS
P.C.
~I
I
NEW
SIDEWALK
I
~~
.....
"C"
2" TO 2-1/2"
BRICK PAVERS
1" TO 1-1/2"
(SAND LEVEING
12"X8" COURSE
CONCRETE PER PLAN _
BAND _ :- I I III I I I I I I I l.l.L
I I I I I I I I I I I I' I " 7 ": . .'" ,,,, '" .".
2 '4 REBARS-----.~~~~l
r
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L - - - ~1~: :~P:C~E~ ~:~~D~.-
95% DENSITY AASHTO T -180
GENERAL NOTES:
1. EXCEIPT AS PARTICUlARLY NOTED ON THE PLANS, ALL CONSTRUCTION SHALL
COMPLY WITH THE REQUIREMENTS OF THE DADE COUNTY
PUBLIC WORKS MANUAL, AND THE SOUTH FLORIDA BUILDING CODE. IF ANY ITEM
OF WORK IS NOT COVERED IN EITHER OF THE
SPECIFICATIONS, IT. SHALL BE CONSTRUCTED PER THE FLORIDA DEPT. OF
TRANSPORtATION STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CIONSTRUCTION.
2. CONTIRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE iRENCH
SAFETY ACt- AND ALL REQUIREMENTS OF O.S.H.A.
3. THE APPROXIMATE LOCATION OF ALL UTILITIES SHOWN HEREON WERE
DETERMINED FROM -AS-BUILT- PlANS AND/OR FIELD LOCATION AND
MUST BE VERIFIED PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO VERIFY LOCATION, ELEVATION, MATERIAL AND CONDITION OF
ALL EXISTING UTILITIES PRIOR TO THE START OF
CONSTRUCTION. AFTER OBTAINING LOCATIONS FROM U.N.C.L.E. AND OTHER UTILITY
COMPANIES. AND PRIOR TO THE START OF
CONSTRUCTION, CONTRACTOR SHALL UNCOVER ALL KNOWN UNDERGROUND
UTILITIES INI THE PATH OF THE WORK, WHETHER OR NOT THE
UTILITIES ARE SHOWN ON THE PlANS, AND TAKE VERTICAL AND HORIZONTAL
MEASUREMENTS OF THE LOCATION OF THESE UTILITIES, AND IF
ANY CONFLICTS ARE APPARENT REPORT THE MEASUREMENTS TO THE ENGINEER.
5. CONTRACTOR TO CONTACT ENGINEER-OF-RECORD IF EXISTING UTILITIES AND
DRAINAGE ARE NOT SHOWN ON THE PlANS.
6. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IF ANY ADDITIONAL
DIMENSIONS OR SPECIFICATIONS ARE NEEDED TO LAYOUT
OR CONSTRUCT THE PROJECT.
7. ALL EXISTING IMPROVEMENTS THAT' ARE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS ARE TO BE REMOVED AND DISPOSED OF BY THE
CONTRACTOR.
8. QUALI1Y, CONTROL TESTING FOR STABILIZATION, BASE, PAVEMENT,
COMPACTION, AND MATERIALS SHALL BE IN ACCORDANCE WITH
FLORIDA D.O.T. REQUIREMENTS, AND SHALL BE ARRANGED FOR AND PAID FOR
BY THE CONTRACTOR. COPIES OF ALL TEST REPORTS SHALL
BE PROVIDED TO THE ENGINEER AS THEY ARE RECEIVED.
9. ALL UNDERGROUND FACILITIES, INCLUDING WATER, SEWER, STORM DRAINAGE
SLEEVES FOR PUBLIC UTILITIES, AND IRRIGATION LINE I
SHALL BE INSTALLED PRIOR TO COMPACTION OF ROAD SUBG~E AND
INSTALLATION OF BASE MATERIAL. I
10. ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE
SUPERVISION OF A FLORIDA REGISTERED SURVEYOR. I
I I
11. CONTRACTOR SHALL CONTACT THE ENGINEER-OF -RECORD 10 RESQLVE
CONFLICTS BETWEEN DESIGN AND EXISTING FEATURES. I I
12. THE ENGINEER-OF -RECORD SHALL BE NOTIFIED A ~INIMUMI! OF 24 HOURS
IN ADVANCE BEFORE INSTALLATION, TESTING AND BACKFIWNG, I
OF ANY LINES. !
13. SHOP DRAWINGS SHALL BE CHECKED AND APPROVED BY THE CONTRACTOR
AND THEN SUBMITTED TO THE ENGINEER-OF- RECORD FOR REVIEW
PRIOR TO THE PURCHASE OR INSTALLATION OF ANY SYSTEM COMPONENTS.
14. CONTRJACTOR SHALL PROVIDE THE ENGINEER-OF-RECORD WITH A SET OF
FINAL "AS-BUILT" DRAWINGS, SIGNED AND SEAlED BY A STATE
OF FLORIDA LICENSED SURVEYOR, FOR ENGINEER'S REVIEW AND FILE.
15. CERTIFICATION OF COMPLETION OF PROJECT IN ACCORDANCE WITH PlANS
AND SPECIFICATIONS WILL "NOT- BE ISSUED BY THE
ENGINEER-OF -RECORD TO THE APPROPRIATE APPROVAL AND PERMIITING
AGENCIES UNTIL ALL THE REQUIREMENTS DESCRIBED HEREIN HAVE
BEEN MET.
16. EXISTING ASPHALT PAVEMENT THAT IS TO BE REMOVED SHALL BE TRUCKED
OFF-SITE BY THE CONTRACTOR FOR DISPOSAL AT A LOCATION
APPROVED BY DADE COUNTY D.E.R.M.
17. EXISTING ON-SITE BASE MATERIAL SHALL NOT BE REUSED FOR BASE
CONSTRUCTION, BUT MAY BE USED FOR BACKFILL AROUND UTILITY
AND DRAINAGE LINES, AND FOR SUBGRADE CONSTRUCTION, AND FOR GENERAL
FILL IF NECESSARY.
18. EXISTING STORM DRAINAGE GRATES AND FRAMES AND MANHOLE COVERS AND
RINGS THAT ARE TO BE REMOVED OR ADJUSTED, MAY BE
REUSED ON THE SITE.
19. THE EXISTING DRAINAGE SYSTE~ SHALL BE CLEANED AND/OR GRADED TO
ENSURE PROPER FLOW AND FUNCTION.
"B"
6" L1MEROCK BASE,
NOT PRIMED
TYPICAL PAVER INSTALLATION
NOT TO SCALE
1. ALL HANDICAP PARKING SPACES MUST BE SIGNED
AND MARKED IN ACCORDANCE WITH THE STANDARDS
ADOPTED BY THE DEPARTMENT OF TRANSPORTATION.
2. USE OF PAVEMENT SYMBOL IN HANDICAP PARKING
SPACES IS OPTIONAL.
3. TOP PORTION OF Fig. 9( d) AND 9( e) SHALL HAVE
A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER.
4. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND WITH BLACK OPAQUE LEGEND AND
BORDER (SEE Fig. 9(d) AND 9(e).
5. Fig, 9(d) AND 9(e) MAY BE FABRICATED ON ONE PANEL
OR TWO.
6. Fig. 9(d) MAY BE SUBSTITUTED FOR Fig. 9(e) IN
AREAS WHERE SPACE IS LIMITED.
7. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7
FT. FROM PAVEMENT TO BOTTOM OF SIGN).
PLAN
1/8"
-..-
sL~
TASLE OF SIDEWALK
THICKNESS - ''Tu
LOCATION
RESIDENTIAL AREAS
o DRIVEWAYS &: OTHER AREAS
..
m
.-4 IWIIlIC Bl' III!WUD
PEIlIII' OII.V ..
___v lINE 0
MIJI1fsaao (")
@) TYPICAL DETAIL
~ HANDICAP & STANDARD
PARKING SPACES
NOT TO SCALE
.,."
4"
6"
I
V
co
12' IWlIlIIG Bl' IlISMUD
PEJIIJ OII.V
___v zeN: ..
Fig. 9( d) C\J
Fl€IJIAfsaao .-4
HANDICAP
PARKING 12'
SIGNAGE Fig. 9(e)
6' -0"
n I"
l I
..1?0o ..1?0o .-
..-
..~
NOTE:
ANGLED SPACES SHALL PROVIDE
THE SAME NET WIDTH &: DEPTH FOR
EACH SPACE AND WALKWAY AS 90.
SPACES SHOWN HEREON.
PAVEMENT\ *f=
,/ I 1::...':111:""':111:"":111::::1
./ I-I ''T''\,",'' I,:;':':;.
SIDEWALK
,- BACK OF CURB (ACCESSIBLE ROUTE) ~
2
fTOP OF CURB
1 BOTTOM OF CURB .,~
SIDEWAlK
(ACCESSIBLE ROUTE)
5' WIDE MIN.
Z
RAMP lANDING :i
LEVEL in
~
RAMP SLOPE UP
LESS THAN 72-
1:12 MAX:
t"L.
~
in
RAMP SLOPE UP
LESS THAN 72-
1:12 MAX:
.,~
~
· AT THE DISCRETION
OF THE ENGINEER
NOTE: ALL SIDEWALKS SHALL BE 5 FEET WIDE, MINIMUM,
IN PUBLIC RIGHT OF WAY.
@
TYPICAL DETAIL
SIDEWALK CONSTRUCTION
..M",
~
NOT TO SCALE
"
6,,0
! ~ 1 - #5 BAR,
~ 18" LONG, DRIVEN
INTO PAVEMENT,
EACH END OF STOP.
PRECAST CONCRETE
WHEEL STOP
TYPICAL DETAIL
CONC. WHEELSTOP
NOT TO SCALE
~10
I
I ~RfCAST ~~
WHEEL STOP
(lYP .)
~
-,~
-
ACCESSIBLE
PARKING SPACE
'- SLOPE SHALL NOT-
EXCEED 2" IN All
~ -", BLUE
',Iif, ~"
/~ ~\ "
~6"6"4"~ (5
'........-L--"-' .; -- ACCESSIBLE SYMBOL IN
" \WHITE 3 TO 5 FEET HIGH
,-=-J k
\ I
'....- -,/
~
WHITE -'.. ~ _ _
I
('
, STANDARD
PARKING SPACE
'0
ex>
(/r-", ~~~->-;
...... "- WHITE 4'
(RECOMMENDED) - - -
2]_
8' -6" MIN.
12' -0" MIN.
5' -0"
8' -6" MIN.
PAVEMENT MARKING & SIGNING NOTES:
1. ALL PAVEMENT MARKINGS AND SIGNS SHALL COMPLY WITH THE
-MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", THE STANDARD
SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF
TRANSPORTATION, AND THE DADE COUNTY PUBLIC WORKS MANUAL.
2. ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC PER F.D.O.T.
SPECIFICATIONS.
3. ALL SIGNS SHALL BE HIGH-INTENSITY GRADE REFLECTIVE
SHEETING, MOUNTED ON A BREAK AWAY POST ASSEMBLY PER
DADE COUNTY SPECIFICATIONS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
PAVEMENT MARKINGS AND SIGNS CONFLICTING WITH THE PROPOSED
ROADWAY CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALlATION OF
ALL PAVEMENT MARKINGS AND SIGNS ~ SHOWN IN THE PlANS AND
APPLICABLE TRAFFIC DESIGN STANDARDS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING
PAVEMENT MARKINGS AT THE BEGINNING AND AT THE END OF THE
PROJECT, AND ALL INTERSECTING SIDE STREETS.
7. SIGN ASSEMBLY LOCATIONS SHOWN IN THE PlANS WHICH ARE IN
CONFLICT WITH STREET LIGHTING UTILITIES, DRIVEWAYS,
PEDESTRIAN RAMPS ETC. MAY BE ADJUSTED AS DIRECTED BY THE
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FLA. REG. NO. 13617
THIS DRAWING IS
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