36 31

23 24

35 36

2 1LOT LOT

LOT 5

LOT 6

LOT 4

LOT 1

3LOT

LOT 2

F .E .C .R

Y

F.E.C.

F E

C R

Y

C-7Ext. C-7 W. Little River

C-

Estates

Palm Springs

Lehigh

Miad

Blue

L.

Lake

L.

Catalina

Lawrence

E.

TahoeL.

L.

Lawrence

Lake Hialeah

L.

S.Bass

Lake

GARDENS

H I A L E A H

VIRGINIA

GARDENS

MIAMI

SPRINGS

DORAL

MEDLEY

Pop. 226,419

Pop. 2,348

Pop. 19,297

Pop. 1,098

Pop. 13,712

Pop. 20,438

AGENCY

AVIATION

FEDERAL

TOLL

O k e e c ho b e e

R o a d

R d

S W t h .A v e

W. 49th. Street

W

E.

t h

A v e

B y P a s s

C P

CP CP

POST

LEHIGH HIALEAH

ALYWARD

D a i r y

M i l a m

NO.

SHEET

YEAR

FISCAL

9:41:05 AM c:\pw\kh1\d0142661\KEYSRD01_REV01.DGNDavid.Powe 4/8/2026

BEE LINE

EXPRESSWAY

F

LO

R

ID

A

ST

U R

N P

IK

E

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

LAKE CITY 295

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOW

ST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

N

0 1 2

Miles

CITY OF DORAL

LOCATION OF PROJECT

FROM NW 102ND AVENUE TO NW 97TH AVENUE

CITY COUNCIL

BY

PREPARED FOR

SHEET DESCRIPTIONSHEET NO.

INDEX OF SHEETS

CITY OF DORAL

BEGIN PROJECT

END PROJECT

STA. 99+39.75

ROADWAY WIDENING

NW 66TH STREET

PLANS FOR PROPOSED

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 79620

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

Z E

RI

MAR .P ALEI

R B

A G

STA. 125+96.51

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

http://www.dot.state.fl.us/programmanagement/Implemented/SpcBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, July 2022 Standard Specifications

LIGHT POLE DETAIL

LIGHTING GENERAL NOTES

SIGNING AND PAVEMENT MARKING PLAN

TEMPORARY TRAFFIC CONTROL PLAN

STORMWATER POLLUTION PREVENTION PLAN

ROADWAY CROSS SECTIONS NW 99TH AVE

ROADWAY CROSS SECTIONS NW 102ND AVE

ROADWAY CROSS SECTIONS NW 66TH ST

DRAINAGE STRUCTURES

ROADWAY PLAN

GENERAL NOTES

DRAINAGE DETAILS

SUMMARY OF QUANTITIES

TYPICAL SECTION

KEY SHEET

The Miami-Dade County Public Works Department - Highway Division Standard Details

Miami-Dade County Public Works Department Standards and Specifications Part 1, 2, and 3.

Streets and Highways "Florida Greenbook" 2018 Edition.

Manual of Uniform Minimum Standards for Design, Construction and Maintenance for

Manual on Uniform Traffic Control Devices (2009 Edition, Including Revisions 1 and 2) the following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and IRs are available at

Road and Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2022-23 Standard Plans for

PHONE (305) 673-2025

CORAL GABLES, FLORIDA 33134

2 ALHAMBRA PLAZA, SUITE #500

CONSULTING ENGINEERS AND PLANNERS

KIMLEY-HORN AND ASSOCIATES, INC.

REVISIONS:

NICOLE REINOSO

MAUREEN PORRAS

RAFAEL PINEYRO

DIGNA CABRAL

CHRISTI FRAGA

COUNCILWOMAN

COUNCILWOMAN

COUNCILMAN

VICE MAYOR

MAYOR51

42 - 49

40 - 41

32 - 39

29 - 30

23 - 28

16 - 22

9 - 15

7 - 8

2 - 4

(REVISED 02/26/2026)

SIGNING AND PAVEMENT MARKING PLAN SHEETS: 42, 46A, 47

ROADWAY SHEETS: 10, 11, 13A, 14, 15

SUMMARY OF QUANTITIES SHEET: 5

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1/8/2024alejandro.toural c:\pw\kh1\d0142661\TYPSRD02.DGN2:44:23 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

CITY OF DORAL

NW 66TH STREET

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

TYPICAL SECTION

11'2' 11'

35' 35'

11'6' 5' 5'

LANE

BIKE

LANE

BIKE

MEDIAN

STRIPED

±0.02* ±0.02*

±0.02*

ROADWAY WIDTH

0.02 0.02

4"

HARMONIZATION

NEW CONSTRUCTION

MILLING

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

(TRAFFIC C) (1") (PG 76-22)

AND FRICTION COURSE FC-9.5

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")

OPTIONAL BASE GROUP 9 WITH

NW 66TH STREET

TYPICAL SECTION

CLEARING AND GRUBBING

32'

5'

2' 6'

WIDENING

(TO REMAIN)

GUTTER TYPE F

EXIST. CURB AND

NATURAL GROUND

NATURAL GROUND

TYPE F

GUTTER

CURB AND

SAWCUT

SIDEWALK SOD

54'

22'

0.02

11'

HARMONIZATION LINE

R/W LINE

R/W LINE

SOD

EXIST.

£ SURVEY NW 66TH ST

50'

20'

(1'-2')

VAR.

SOD

MAX.

2.0%

EXIST. PGP

(18'-19')

VAR.

1:3 M

AX

LBR 40

12" TYPE B STABILIZATION

** SEE PLANS FOR LOCATIONS OF OVERBUILD

(UNLESS CROSS SLOPE CORRECTION NOTED IN PLANS)

* MATCH EXISTING CROSS SLOPE

MILLING AND RESURFACING**

OVERBUILD

TYPE SP OVERBUILD (TRAFFIC C)

5'

LANE

BIKE

0.02

4"

2' 6'

TYPE F

GUTTER

CURB AND

SIDEWALK SODSOD

MAX.

2.0%

1:3 M

AX

LBR 40

12" TYPE B STABILIZATION

HARMONIZATION LINE

NATURAL GROUND

R/W LINE

20'

HARMONIZATION

1' 19'

STA. 109+25.00 TO STA. 110+25.00

DETAIL A

SEE DETAIL A

DESIGN SPEED: 35 MPH

POSTED SPEED: 30 MPH

5'

MILLING

VARIABLE TO BE REMOVED

EXIST. GUARDRAIL

TO BE REMOVED

EXIST. CURB TYPE D

PGP

£ SURVEY NW 66TH ST

MILLING

STA. 100+00.00 TO 113+18.71

PAVEMENT (VARIABLE DEPTH)

MILL EXISTING ASPHALT

STA. 99+39.75 TO STA. 113+81.91

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1/8/2024alejandro.toural c:\pw\kh1\d0142661\TYPSRD02.DGN2:44:23 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

NEW CONSTRUCTION

MILLING

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

(TRAFFIC C) (1") (PG 76-22)

AND FRICTION COURSE FC-9.5

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")

OPTIONAL BASE GROUP 9 WITH

2' 11'

35' 35'

6'

* MATCH EXISTING CROSS SLOPE

2' 6'

SIDEWALK

4"

5'

0.02

11'

NW 102ND AVENUE

TYPICAL SECTION

27' 45'

±0.02* ±0.02*

ROADWAY WIDTH

54'

27'

11' 11'10'

5'

10'

0.02

1'

NATURAL GROUND

NATURAL GROUND

TYPE F

GUTTER

CURB AND

(TO REMAIN)

GUTTER TYPE F

EXIST. CURB AND

(TO REMAIN)

EXIST. SIDEWALK

PGP

SAWCUT

LBR 40

12" TYPE B STABILIZATION

TYPICAL SECTION

WIDENING

28'

MILLING AND RESURFACING

26'

CLEARING AND GRUBBING

46'

2'

SOD

1:4

0.02

R/W LINE

R/W LINE

SOD

HARMONIZATION LINE

£ SURVEY NW 102ND AVE

MAX.

2.0%

DESIGN SPEED: 35 MPH

POSTED SPEED: 30 MPH

STA. 23+38.86 TO STA. 30+00.00

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1/8/2024alejandro.toural c:\pw\kh1\d0142661\TYPSRD02.DGN2:44:23 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

NEW CONSTRUCTION

MILLING

MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)

RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (1") (PG 76-22)

(TRAFFIC C) (1") (PG 76-22)

AND FRICTION COURSE FC-9.5

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")

OPTIONAL BASE GROUP 9 WITH

2'

35' 35'

6'

CLEARING AND GRUBBING

±0.02*

* MATCH EXISTING CROSS SLOPE

4"

LBR 40

12" TYPE B STABILIZATION

NW 99TH AVENUE

TYPICAL SECTION

11'11' 14'

MEDIAN

STRIPED

0.02

SIDEWALK

0.02

41'

TYPICAL SECTION

±0.02*

ROADWAY WIDTH

36'

18'

18'

1'

NATURAL GROUND

NATURAL GROUND

TYPE F

GUTTER

CURB AND

(TO REMAIN)

GUTTER TYPE F

EXIST. CURB AND

PGP

SAWCUT

WIDENING

19'

MILLING AND RESURFACING

17'

1:4

2'

SOD

0.02

R/W LINE

R/W LINE

HARMONIZATION LINE

SOD

14'

5'

£ SURVEY NW 99TH AVE

MAX.

2.0%

DESIGN SPEED: 35 MPH

POSTED SPEED: 30 MPH

STA. 21+50.00 TO STA. 30+00.00

SUMMARY OF QUANTITIES

PAY ITEM NOTES

PAYMENT WILL BE MADE FOR THIS ITEM.

EXCESS MATERIAL TO BE DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY HIM. NO SEPARATE

EMBANKMENT.

ANY EXCAVATED MATERIAL, IF UNSUITABLE, SHALL NOT BE USED IN THE CONSTRUCTION OF THE

EARTHWORK QUANTITIES FOR WHICH PAYMENT IS MADE BY PLAN QUANTITY.

TYPICAL SECTION. IF ANOTHER OPTION IS CONSTRUCTED, THERE SHALL BE NO REVISION TO THE

SUMMARY OF EARTHWORK HAS BEEN CALCULATED USING THE LIMEROCK BASE OPTION SHOWN IN THE

INCLUDES COST OF CABLE DISTRIBUTION SYSTEM (MG SQUARE, DOT 3)

GROUND WIRE INCLUDED IN BID ITEM.

INCLUDES 3/4" CONDUIT TO BE USED FOR GROUND WIRE BETWEEN ADJACENT PULL BOX AND POLE.

DECREASED AS DIRECTED BY THE ENGINEER. BAHIA OR TO MATCH EXISTING SOD.

INCLUDES SOD TO BE USED IN THE RESTORATION OF LAWNS AND MAY BE INCREASED OR

INCLUDE RCP AND HDPE CLASS II.

AND ALL APPLICABLE ITEMS REQUIRED TO CONSTRUCT EXFILTRATION DRAIN. PIPE ALTERNATIVES

PIPE, PEA ROCK, BALLAST ROCK, PLASTIC FILTER FABRIC AND BACKFILLING WITH SELECT FILL

INCLUDES THE COST OF EXCAVATION TO PLAN ELEVATION, PERFORATED PIPE, NON-PERFORATED

PIPE ALTERNATIVES INCLUDE RCP AND HDPE CLASS II.

BE INCLUDED IN COST OF STRUCTURES.

COST OF BAFFLE, SKIMMER, MATERIALS, METAL PIPE ENCASEMENT, LABOR & CONSTRUCTION SHALL

THESE ARE ESTIMATED QUANTITIES AND MAY BE INCREASED OR DECREASED BY THE ENGINEER.

STRUCTURES WHICH ARE TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.

BY THE CONTRACTOR. INCLUDES THE COST OF CLEANING-OUT ALL EXISTING DRAINAGE

DEBRIS WITHIN THE LIMITS OF CONSTRUCTION TO BE DISPOSED OF IN LEGAL AREAS PROVIDED

STRUCTURES AND PIPES, FRENCH DRAINS, MISCELLANEOUS CONCRETE, VEGETATION, TREES AND

INCLUDES REMOVAL OF EXISTING PAVEMENT, SAWCUTTING OF EXISTING PAVEMENT, DRAINAGE

OR DECREASED AS DIRECTED BY THE ENGINEER.

INCLUDES ESTIMATED QUANTITY CONTINGENT UPON FIELD CONDITIONS AND MAY BE INCREASED

INFORMATION.

BOARDS, PCMS, ETC. SEE TEMPORARY TRAFFIC CONTROL PLANS GENERAL NOTES FOR MORE

TEMPORARY LIGHTING, TEMPORARY PAVEMENT MARKINGS, TEMPORARY SODDING, MOWING, FLASHING

TEMPORARY BARRIER WALLS, TRAFFIC CONTROL OFFICER, DETOURS, TEMPORARY PAVEMENT,

UNDER SEPARATE ITEMS INCLUDING BUT NOT LIMITED TO SIGNS, BARRICADES, FLASHING LIGHTS, INSTALLING, MAINTAINING, AND REMOVING ALL ITEMS OF MAINTENANCE OF TRAFFIC NOT PAID FOR

LATEST REVISIONS OF THE AFORE MENTIONED MANUALS. INCLUDES THE COST OF FURNISHING, DEVICES FOR STREETS AND HIGHWAYS, MIAMI-DADE COUNTY PUBLIC WORKS MANUAL, AND THE

DESIGN STANDARDS INDEX 102-600 SERIES, THE MANUAL ON UNIFORM TRAFFIC CONTROL

TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION

715-500-1

630-2-12

570-1-2

443-70-4

430-175-124

425-

120-

110-1-1

104-

102-1

REFER TO SPECIFICATION 710 FOR MORE INFORMATION.

** QUANTITIES ARE PAID UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE), LUMP SUM PAY ITEM 710-90. THE QUANTITIES SHOWN ARE FOR TWO APPLICATIONS.

* ADDITIONAL QUANTITIES HAVE BEEN INCLUDED IN THE TOTAL QUANTITY AMOUNT AND ARE INCLUDED AS CONTINGENCY TO BE USED AS DIRECTED BY THE ENGINEER.

02/26/26 1 QUANTITIES REVISED

TABULATION OF QUANTITIES

PAY ITEM DESCRIPTION UNIT TOTAL QUANTITY

QUANTITY

ADDITIONAL

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

102-71-13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 2277.04 207

102-99 PORTABLE CHARGEABLE MESSAGE SIGN, TEMPORARY ED 360

104-10-3 SEDIMENT BARRIER LF 7495

104-18 INLET PROTECTION SYSTEM EA 28

110-1-1 CLEARING AND GRUBBING AC 2.27

110-4-10 REMOVAL OF EXISTING CONCRETE SY 127.09 12

120-1 REGULAR EXCAVATION CY 673.09 61

120-6 EMBANKMENT CY 5660.38 515

160-4 TYPE B STABILIZATION SY 5898.20 536

285-7-09 OPTIONAL BASE GROUP 9 SY 5915.80 536

327-70-1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 16969.53 1405

327-70-4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 844.47 77

334-1-13 SUPERPAVE ASPH CONC, TRAFFIC C TN 1176.74 107

337-7-82 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG 76-22 TN 1243.86 108.3

425-1-351 INLETS, CURB, TYPE P-5, <10' EA 7

425-1-361 INLETS, CURB, TYPE P-6, <10' EA 5

430-175-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"S/CD LF 1250 90

443-70-3 FRENCH DRAIN, 18" LF 5

520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 1860

522-1 CONCRETE SIDEWALKS AND DRIVEWAYS, 4" THICK SY 1267 115

522-2 CONCRETE SIDEWALKS AND DRIVEWAYS, 6" THICK SY 94 8

527-2 DETECTABLE WARNINGS SF 32 2.0

536-73 GUARDRAIL REMOVAL LF 1383 126

570-1-2 PERFORMANCE TURF, SOD SY 3845 348

700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 14

700-1-12 SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF AS 2

700-1-60 SINGLE POST SIGN, REMOVE AS 11

700-3-601 SIGN PANEL, REMOVE, UP TO 12 SF EA 1

706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 1168

710-90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" LF 570

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" FOR STOP LINE & CROSSWALK LF 124

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 6" GM 0.07

** PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE, 6" GM 0.05

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE (ONLY) EA 2

** PAINTED PAVEMENT MARKINGS, STANDARD, WHITE ARROW EA 29

** PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS & CHEVRONS LF 2613

** PAINTED PAVEMENT MARKINGS, STANDARD-OTHER SURFACES WHITE, SKIP, 3-9 LANE DROP GM 0.05

** PAINTED PAVEMENT MARKINGS, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 1.59

** PAINTED PAVEMENT MARKINGS, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP GM

** PAINTED PAVEMENT MARKINGS, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 2.38

** PAINTED PAVEMENT MARKINGS, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM

711-11-123 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 12" LF 570

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE & CROSSWALK LF 124

711-11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 6" GM 0.07

711-11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA 2

711-11-170 THERMOPLASTIC, STANDARD, WHITE ARROW EA 29

711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS & CHEVRONS LF 2613

711-11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE, 6" GM 0.05

711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE (BIKE) EA 8

711-14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW (BIKE) EA 8

711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 1.59

711-16-131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP GM

711-16-133 THERMOPLASTIC, STANDARD-OTHER SURFACES WHITE, SKIP, 3-9 LANE DROP GM 0.05

711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 2.38

711-16-231 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6",10-30 SKIP GM

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 70

635-2-11 PULL AND SPLICE BOX, F&I, 13" X 24" COVER EA 2

715-1-12 LIGHTING CONDUCTORS, F&I, INSULATED, NO 8 TO NO 6 LF 210

715-4-11 LIGHT POLE COMPLETE, F&I STANDARD POLE STANDARD FOUNDATION, 30' MOUNTING HEIGHT EA 1

715-500-1 POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL EA 1

0.616

0.385

0.616

0.385

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4/7/2026Alexander.Isaac c:\pw\kh1\d0142661\SUMQRD01_REV01.DGN7:11:08 PM

MIAMI-DADE

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

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1/8/2024alejandro.toural c:\pw\kh1\d0146903\DRDTRD01.DGN2:44:36 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

DRAINAGE DETAILS

REQUIREMENTS AS SHOWN IN THIS DETAIL.

TRANSITION LENGTHS INCLUDING THE DRAINAGE STRUCTURE INTERNAL WALL LENGTH

SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER TO ALLOW FOR INITIAL

SETTLEMENT THAT MAY OCCUR. IF SETTLEMENT DOES TAKE PLACE, ADDITIONAL

BALLAST ROCK WILL BE ADDED TO RESTORE THE PROPER ELEVATION SO THAT

1. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT

INCLUDE THE NECESSARY ADDITIONAL PIPE LENGTHS TO INCLUDE THE 5'-0"

THE FRENCH DRAIN IS COMPLETED IN ACCORDANCE WITH THE DETAILS.

PLASTIC FILTER

4'-0"

FABRIC

2' MIN.

SELECT FILL

12"

PLASTIC FILTER FABRIC

OVERLAP 1' MIN.

TO BE USED AT THE ENGINEER'S DISCRETION.

BELOW THE WATER TABLE IS LIKELY TO OCCUR.

WILL NOT STAND VERTICAL, OR WHERE CAVE-IN

*MAY BE USED IN AREAS WHERE TRENCH WALLS

1:1 OR STEEPER

OVERLAP 1' MIN.

PLASTIC FILTER FABRIC

PROP. BOTTOM OF TRENCH

SELECT FILL

BALLAST

V A

R I E

S

4'-0"

ROCK

PIPE INV. ELEV.

M I N

FABRIC

PLASTIC FILTER

PER PLAN

PIPE DIA.

2'

PROP. EOP EL.

SEE ROADWAY PROFILES

STRUCTURE SHEETS)

(SEE DRAINAGE

STRUCTURE SHEETS)

(SEE DRAINAGE

PERFORATED PIPE DIA. PER PLAN

LENGTH OF FRENCH DRAIN AS SHOWN ON PLANS

ARE TO BE BANDED, BUT NO GASKETS

PLASTIC FILTER

FABRIC ON ALL

SIDES, TOP AND

BOTTOM OF TRENCH

FOR PERFORATED PIPE, PIPE JOINTS

OPEN JOINT

SELECT FILL

ROCK

BALLAST

5'

FILTER FABRIC

SELECT FILL

SOLID

PIPE

5'

SOLID

PIPE

GROUT TO

SEAL OPENING

12"

4" MAX.

(SEE DRAINAGE STRUCTURE SHEETS)

PIPE INV. ELEV.

ROCK

BALLAST

STRUCTURE

PROP. DRAINAGE

THROAT CONSTRUCTION

TOP OF CURB

GUTTER LINE

TRANSVERSE SECTION

LONGITUDINAL SECTION

ALT. TRANS. SECTION*

FRENCH DRAIN DETAIL

N.T.S.

2. THE CONTRACTOR'S UNIT PRICE FOR LINEAR FOOTAGE OF FRENCH DRAIN SHALL

NOTES

FRENCH DRAIN SUMMARY TABLE

FRENCH DRAIN SECTION PIPE DIA. ELEV. 'A' ELEV. 'B' ELEV. 'C' LENGTH

18"

18"

ELEV. 'A'

ELEV. 'B'

ELEV. 'C'

25'

25'

S-7 TO S-8

S-10 TO S-11

1.35'4.05'

3.04' 0.30' (-) 9.96'

(-) 8.95'

18" 4.40' (-) 8.60' 148'1.60'S-4 TO S-3

WATER LEVEL (W.C.2.1)

BELOW YEARLY LOWER

BELOW PIPE OR 6"

BAFFLE - MIN. 18"

POLLUTION RETARDANT

AND OBTAINED FROM A DERM APPROVED ROCK QUARRY SHALL BE USED.

7. CLEAN FILL ONLY AS DEFINED BY SECTION 24-5 OF THE MIAMI-DADE COUNTY CODE

OF THE TRENCH WITH SAND, SILT AND FOREIGN MATERIALS.

THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PREVENT CONTAMINATION6.

ALL FILTER FABRIC JOINTS SHALL LAP A MINIMUM OF ONE (1) FOOT.

FILTER FABRIC SHALL BE TYPE D-3 MEETING THE REQUIREMENTS OF SECTION 985.5.

CONCRETE PIPE SHALL BE PLACED WITH THE SLOTS POSITIONED ON THE SIDES.4.

HDPE PIPE IS NOT ALLOWED.3.

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MIAMI-DADE

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

GENERAL NOTES

THE WORK BEING DONE.

CAUSED BY THESE OPERATIONS. COST OF MONITORING, SHEETING, SHORING, OR DEWATERING SHALL BE INCLUDED IN THE RELATED BID ITEM FOR

MAY CAUSE CRACKING TO ANY ADJACENT BUILDING, STRUCTURE, OR PROPERTY AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES

IF SHEETING, SHORING, OR DEWATERING, INCLUDING WELL POINTS ARE NECESSARY, THE CONTRACTOR MUST MONITOR AND CONTROL ALL WORK THAT21.

RESPONSIBILITY OF THE CONTRACTOR.

SUBSOIL MATERIAL AND EXFILTRATION TRENCH, OR FILLING OF ANY AREA, OR FOR ANY OPERATION DURING CONSTRUCTION, SHALL BE THE SOLE

PROCEDURES NECESSARY TO PROTECT ADJACENT PROPERTY, PUBLIC OR PRIVATE INCLUDING ADJACENT UTILITIES DURING THE EXCAVATION OF

THE CONTRACTOR SHOULD TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL SHORING, SHEETING OR OTHER20.

ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE-SODDED TO MATCH EXISTING AT THE CONTRACTOR'S EXPENSE.19.

BID ITEMS.

CLEARING AND GRUBBING, GRADING AND OTHER INCIDENTAL WORK NECESSARY FOR HARMONIZATION OUTSIDE R/W SHALL BE INCLUDED IN RELATED18.

OTHERWISE AGREED IN WRITING BY THE OWNER.

ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY SHALL BE RESTORED WITHIN 48 HOURS BY THE CONTRACTOR AT NO COST TO THE OWNER, UNLESS17.

FOR THE WORK BEING DONE.

IF THE CONTRACTOR IS REQUIRED TO SUPPORT EXISTING UTILITIES, ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE ASSOCIATED PAY ITEM16.

STRUCTURES.

FOR DRAINAGE STRUCTURES FOR APPROVAL PRIOR TO FABRICATION. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE COST OF DRAINAGE

THE CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS, DIMENSIONS, ELEVATIONS AND SUBMIT THIS INFORMATION WITH THE SHOP DRAWINGS15.

INCLUDED IN THE BID RELATED ITEM FOR THE WORK BEING DONE.

COMPANIES. THE ADDITIONAL COST OF EXCAVATING, INSTALLING, BACKFILLING, AND COMPACTING AROUND THESE LATERAL SERVICES MUST BE

LATERALS WHICH MAY NOT BE SHOWN IN PLANS. THE CONTRACTOR MUST REQUEST THE LOCATION OF THESE LATERAL SERVICES FROM THE UTILITY

THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT HAVE ELECTRIC, TELEPHONE, GAS, WATER, AND/OR SEWER SERVICE14.

786-268-5273LAZARO GUERRAA MIAMI DADE WATER AND SEWER

954-699-0900WALTER DAVILAHOTWIRE COMMUNICATIONS

305-412-0891, X102OCTAVIO VIDALMIAMI-DADE COUNTY PUBLIC WORKS AND TRAFFIC

386-586-6403EDGAR AGUILARFLORIDA POWER AND LIGHT

305-835-3624GUSTAVO PENAFLORIDA CITY GAS

786-586-5805RICARDI DAVIDSONCOMCAST CABLE

561-683-2729DINO FARRUGGIOAT&T DISTRIBUTION

TELEPHONECONTACTCOMPANY

KNOWN UTILITY COMPANIES IN THE PROJECT LIMITS INCLUDE, BUT ARE NOT LIMITED TO:13.

THEIR FACILITIES.

VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. A CONTRACTOR'S REPRESENTATIVE MUST BE PRESENT WHEN UTILITY COMPANIES LOCATE

CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE-CALL AT 811 AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO PERFORMING ANY DIGGING TO12.

THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD AND UNDERGROUND UTILITIES.11.

CONSTRUCTION OPERATIONS.

COMPENSATION SHALL BE ALLOWED. THE CONTRATOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DUE TO CONTRACTOR'S

THE ENGINEER AND THE OWNER. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL

BEGINNING ANY CONSTRUCTION OPERATION. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS MUST BE RESOLVED BY

SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY PRE-TRENCHING IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO

SHOULD BE CONSIDERED APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR

THE LOCATION AND SIZE OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE INFORMATION PROVIDED BY UTILITY OWNERS AND10.

ENGINEER.

ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT

WITH JURISDICTION. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION.

ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF DORAL, AND ANY OTHER STATE OR LOCAL AGENCY9.

RELATED QUESTIONS.

BASELINE CONTROL SURVEY CONDUCTED BY MANUEL J. VERA AND ASSOCIATES, INC. PLEASE CALL MR. VERA AT 305-221-6210 CONCERNING SURVEY8.

THE CONTRACTOR SHALL MAINTAIN STATIONING WITH SURVEY STAKES AND MAINTAIN THE STATION MARKS VISIBLE UNTIL FINAL INSPECTION.7.

0.1 FEET FROM GRADES SHOWN IN THE PLANS.

FDOT DIVISION 1 SECTION 5-3 CONFORMITY OF WORK WITH CONTRACT DOCUMENT IS REVISED TO REQUIRE FINISH GRADES TO VARY NO MORE THAN6.

ALL GRADES SHOWN IN PLAN ARE FINISHED GRADES.5.

ALL STATIONS AND OFFSETS REFER TO BASELINE OF SURVEY NW 66TH STREET, NW 102ND AVENUE, AND NW 99TH AVENUE.4.

DEPARTMENT A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING.

AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH TO MIAMI-DADE COUNTY PUBLIC WORKS

PROFESSIONAL LAND SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE. THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFERENCE, REFERENCED BY A REGISTERED-LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF

CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED, OR COVERED SHALL BE PROPERLY

ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: 3.

TELEPHONE (850) 245-2610.

FLORIDA STATE GEODETIC ADVISOR NOAA/NOS/NGS, 3900 COMMONWEALTH BLVD, MAIL STATION 105, TALLAHASSEE, FLORIDA 32399, SURVEYORS PRIOR TO BEGINNING WORK AT THE SITE. IF ANY MONUMENT IS IN DANGER OF DAMAGE, THE PROJECT ENGINEER SHALL NOTIFY THE

REGISTERED-LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND

ANY N.G.V.D. BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED AND PROPERLY REFERENCED BY A2.

OF 1990.

N-3128-R AND H-331-R. HORIZONTAL DATA IS BASED ON THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NAD OF 1983, ADJUSTMENT

ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND DETERMINED FROM MIAMI-DADE COUNTY BENCHMARKS:1.

GENERAL

LAG MORE THAN 72 HOURS BEHIND THE START OF EXCAVATION.

THERE SHALL BE NO MORE THAN THREE LATERAL DRAINAGE INSTALLATIONS WITHOUT BACKFILLING. BACKFILLING OF LATERAL DRAINAGE SHALL NOT48.

OF ANY ELEVATION DEVIATIONS.

PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF ALL PIPES WHICH ARE TO REMAIN AND NOTIFY THE ENGINEER47.

RADII ON CURB RETURNS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.46.

ON PAVEMENT AND SIDEWALK. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

45. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLES, VALVES, AND PULL BOXES WITHIN THE LIMITS OF CONSTRUCTION TO MEET NEW FINISH GRADES

APPLICABLE. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

CONTRACTOR SHALL ADJUST ALL EXISTING CATCH BASINS, GRATES, AND STORM MANHOLE COVERS TO MEET NEW FINISH GRADES WHERE44.

OBVIOUS STRUCTURAL DEFICIENCIES. RELATED COST TO BE INCLUDED IN PAY-ITEM FOR CLEARING AND GRUBBING.

PRIOR TO CONSTRUCTION THE CONTRACTOR WILL INSPECT ALL EXISTING STRUCTURES WHICH ARE TO REMAIN AND NOTIFY THE ENGINEER OF ANY43.

THE CONTRACTORS BID.

INTERIOR SHALL BE SEALED WITH AN APPROVED NON-TOXIC BITUMASTIC SEALANT. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN

EXISTING MANHOLES AND INLETS SCHEDULED TO REMAIN SHALL BE THROUGHLY CLEANED BY REMOVING ALL DEBRIS AND SEDIMENTS, AND THE42.

EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS.41.

AND ACCEPTANCE.

CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION

THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING AND NEW INLETS CLEAN OF MILLING MATERIAL, LIMEROCK, DEBRIS, ETC. DURING40.

THE CONTACT SURFACE WITH AN APPROVED NON-TOXIC BITUMASTIC MATERIAL.

WHEN DISSIMILAR MATERIAL CONNECTIONS ARE MADE, SUCH AS CONCRETE TO METAL, THE DISSIMILAR MATERIAL SHALL BE SEPARATED BY COATING39.

THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS USED IN THIS PROJECT.38.

BASIS. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK.

THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AND REMOVING DUST ON A DAILY37.

REPLACED AT NO ADDITIONAL COST TO THE OWNER.

WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, AS DETERMINED BY THE ENGINEER, SHALL BE REPAIRED, PATCHED OR

STRUCTURE, PAVEMENT, TREES OR OTHER EXISTING FEATURE NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARILY DAMAGED, EXPOSED OR IN ANY

CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES AND UTILITIES, WHICH MAY NOT BE SHOWN ON PLANS. ANY36.

THE LIMITS OF CONSTRUCTION ARE TO BE REMOVED. ALL ASSOCIATED COSTS ARE TO BE INCLUDED IN PAY ITEM 110-1-1, CLEARING AND GRUBBING.

DISPOSITION TABLE IS TO THE AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. ALL TREES AND VEGETATION WITHIN

THE CONTRACTOR IS ADVISED THAT INFORMATION SHOWN ON THE TREE SURVEY PLANS, TREE SURVEY TABLE, TREE MITIGATION PLANS AND TREE35.

ENGINEER PRIOR TO STARTING WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT DISCREPANCIES TO THE

34. EXISTING ABOVE GROUND FEATURES ARE SHOWN ACCORDING TO THE AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS.

DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES AND U.S. ARMY CORPS OF ENGINEERS.

THE CONTRACTOR IS REQUIRED TO COMPLY WITH ANY CONDITIONS INCLUDED IN PERMITS AND/OR APPROVAL LETTERS BY THE MIAMI-DADE COUNTY33.

WITH DISPOSAL RECEIPTS PROVIDED TO THE DERM POLLUTION REMEDIATION SECTION.

ANY CONTAMINATED SOIL WITHIN THE PROPOSED STORMWATER RECHARGE AREAS SHALL BE EXCAVATED AND DISPOSED AT A PERMITTED LANDFILL 32.

HANDLING, ETC. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

ON DISPOSAL AND MAY HAVE REQUIREMENTS BEYOND THOSE PROVIDED BY HEREIN. CONTRACTOR IS RESPONSIBLE FOR COORDINATION, DISPOSAL, IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL REGULATIONS. BE ADVISED THAT THE LANDFILL OWNER/OPERATOR IS THE FINAL AUTHORITY

ANY CONTAMINATED SOILS AND/OR BURIED SOLID WASTE MATERIAL EXCAVATED DURING CONSTRUCTION REQUIRES PROPER HANDLING AND DISPOSAL31.

NOTIFY MIAMI-DADE COUNTY POLLUTION REMEDIATION SECTION AT (305) 372-6700.

IF EVIDENCE OF UNDOCUMENTED GROUND AND/OR GROUND WATER CONTAMINATION IS ENCOUNTERED, THE CONTRACTOR IS REQUIRED TO IMMEDIATELY30.

TREATMENT/DISPOSAL OF ANY SUCH MATERIAL. COST TO BE INCLUDED IN ASSOCIATED PAY-ITEM FOR THE WORK BEING DONE.

IDENTIFICATION, AND REMEDIATION OF THE HAZARDOUS MATERIAL. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE PERMIT REQUIREMENTS FOR

ENGINEER, AND THE CONTRACTOR SHALL TREAT/DISPOSE OF SUCH MATERIAL APPROPRIATELY. THE CONTRACTOR SHALL ARRANGE FOR INVESTIGATION, ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE PROJECT29.

ADJACENT OR NEARBY PROPERTY WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED OF SATISFACTORILY.

MANNER. ALL COSTS ARE TO BE INCLUDED IN PAY ITEM 102-1 MAINTENANCE OF TRAFFIC. MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON

ALL DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS SHALL BE MADE BY THE CONTRACTOR AT A LEGAL DISPOSAL SITE OR BY OTHER PRIOR APPROVED28.

OF BEING DEPOSITED IN THE CONSTRUCTION AREA AND AT THE CONTRACTOR'S EXPENSE.

ALL EXCESS MATERIAL, AS DESIGNATED BY THE ENGINEER, IS TO BE DISPOSED BY THE CONTRACTOR IN AREAS PROVIDED BY HIM WITHIN 72 HOURS27.

CONSTRUCTION AND STAGING AREA.

THE CONTRACTOR WILL RESTRICT PERSONNEL, THE USE OF EQUIPMENT, AND THE STORAGE OF MATERIALS TO AREAS WITHIN THE LIMITS OF26.

ALL TRENCH EXCAVATIONS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE PROVISIONS OF THE TRENCH SAFETY ACT.25.

BEING DONE.

EXPLORATORY OR PRE-TRENCHING, SURVEY AND BACKFILLING SHALL BE INCLUDED IN THE COST OF THE RELATED BID ITEM FOR THE WORK

THIS NOTIFICATION SHALL PROVIDE SURVEY INFORMATION ABOUT EXISTING UTILITY ALIGNMENT, GRADE AND POSSIBLE CONFLICTS. PAYMENT FOR

SHALL PROVIDE UNDERGROUND UTILITY OWNERS AND THE CITY WITH IMMEDIATE NOTIFICATION OF ANY CONFLICT WITH PROPOSED CONSTRUCTION.

AND/OR SUB-GRADE SHALL BE PERFORMED SEVEN DAYS IN ADVANCE OF ITS CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR

EXPLORATORY OR PRE-TRENCHING IN THE ALIGNMENT AND GRADE OF PROPOSED PIPES, STRUCTURES, FRENCH DRAINS, CONDUITS, POLE FOUNDATIONS24.

CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE EPA AND NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES).23.

SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES AND GIVE NOTICES TO THE APPROPIATE AGENCIES TO COMPLETE THE PROJECT.

ACTIVITIES, AND TIME TO PROCURE THE PERMIT SHALL BE INCLUDED IN THE RELATED BID ITEM FOR THE WORK BEING DONE. CONTRACTOR

IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE DEWATERING PERMIT. COST OF THE PERMIT22.

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1/8/2024alejandro.toural c:\pw\kh1\d0142661\GNNTRD01.DGN2:44:41 PM

MIAMI-DADE

ROAD NO. COUNTY

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Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

GENERAL NOTES

"AS-BUILT" CONSTRUCTION DRAWINGS ON COMPACT DISK IN AUTOCAD RELEASED 2000 FORMAT EDITION & PDF VERSION.

OF "AS-BUILT" CONSTRUCTION DRAWINGS THAT HAVE BEEN CERTIFIED BY A REGISTERED LAND SURVEYOR, AND COMPUTER FILES OF

UPON A FINAL INSPECTION BY THE CITY OF DORAL, THE CONTRACTOR SHALL SUBMIT TO THE CITY TWO (2) SETS OF BLUEPRINTS6.

OF "AS-BUILT" CONSTRUCTION DRAWINGS

PRIOR TO A FINAL INSPECTION BY THE CITY OF DORAL, THE CONTRACTOR SHALL SUBMIT TO THE CITY TWO (2) SETS OF BLUEPRINTS 5.

ALL "AS-BUILT" INFORMATION ON ELEVATIONS OF WORK PERFORMED SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR.4.

DIMENSIONED LOCATIONS AND ELEVATIONS OF ALL WORK PERFORMED AND SHALL BE SIGN BY THE CONTRACTOR.

OF "AS-BUILT" CONSTRUCTION DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND

UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY PUBLIC WORKS DIRECTOR ONE COMPLETE SET 3.

CONTRACTOR IS RESPONSIBLE FOR THE COST OF PERFORMING AND PROVIDING THE "AS-BUILT".

AS-BUILT PLANS SHALL INCLUDE SURVEY CROSS SECTIONS AT BASELINE STATION INCLUDED IN THE CROSS SECTION PLANS. THE

LEGIBLE TO SATISFY THE CITY OF DORAL THAT THE INFORMATION PROVIDES A TRUE REPRESENTATION OF THE COMPLETED WORK.

ALL "AS-BUILT" INFORMATION SUBMITTED TO THE CITY PUBLIC WORKS DIRECTOR SHALL BE SUFFICIENTLY ACCURATE, CLEAR AND2.

THE CONTRACTOR SHALL MAINTAIN ACCURATE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED.1.

AS-BUILT REQUIREMENT

REMOVED AND SATISFACTORY DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT.

DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE

WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES, GRAVITY SEWER, DITCHES, 3.

TO BE INCLUDED IN 101-1, MOBILIZATION.

ALL LANDSCAPE WITHIN 5' OF CONSTRUCTION ACTIVITIES SHALL BE PROTECTED AS PER DESIGN STANDARD INDEX 580-001. COST2.

MOBILIZATION. ALL LANDSCAPING IS DESIGNATED TO REMAIN UNLESS OTHERWISE ON THE PLANS.

THAN 24 HOURS SHALL BE PROTECTED BY APPROPRIATE EROSION CONTROL DEVICES. COST TO BE INCLUDED IN PAY ITEM 101-1, PUBLIC WORKS DEPARTMENT AT LEAST (72) HOURS PRIOR TO USE. ANY MATERIAL TO BE STOCKEDPILED FOR PERIODS GREATER

THE CONTRACTOR SHALL REVIEW ENVIRONMENTAL REQUIREMENTS OF ANY PROPOSED STAGING AREA WITH THE CITY OF DORAL1.

ENVIRONMENTAL NOTES:

MUST USE STANDARD MIAMI-DADE COUNTY “U” IRON POSTS

PROPOSED SIGNS AND/OR EXISTING SIGNS THAT NEED TO BE RELOCATED WITHIN PUBLIC R/W MUST FOLLOW MDC STANDARD DETAIL R18.1 AND 69.

D3 STREET NAME SIGNS SHALL BE PER MIAMI-DADE COUNTY STANDARDS. 68.

IN THE RELOCATION PAY-ITEM.

AS IF THEY WERE NEW SIGNS. IF EXISTING CLAMPS, BRACKETS, POLES, ETC. NEED TO BE REPLACED THE COST SHALL BE INCLUDED

EXTRUDED ALUMINUM SIGN SUPPORT CLAMPS ARE NOT ACCEPTABLE. ALL RELOCATED SIGNS MUST COMPLY WITH THE DESIGN STANDARDS67.

AND SIGNS DIVISION.

MAY BE ADJUSTED SLIGHTLY AS DIRECTED BY THE ENGINEER. EXTREME LOCATION CHANGES MUST BE APPROVED BY MIAMI-DADE SIGNALS

SIGN ASSEMBLY LOCATIONS SHOWN ON PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, WHEELCHAIR RAMPS, ETC.66.

THE CONTRACTOR SHALL REMOVE EXISTING MARKINGS BY FDOT APPROVED METHOD WITHOUT DAMAGE TO THE FRICTION COURSE.65.

MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND AT THE END OF THE PROJECT WITHOUT JOGS OR OFFSETS.64.

FDOT STANDARD INDEX NO. 706-001.

REFLECTIVE PAVEMENT MARKERS ARE TO BE PLACED ALONG THE ENTIRE LENGTH OF THE PROJECT AND SHALL BE PER63.

ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.62.

BE REPLACED AT NO COST TO THE CITY.

ENGINEER IN WRITING OF ANY MISSING SIGNS BEFORE CONSTRUCTION STARTS. SIGNS DAMAGED BY THE CONTRACTOR'S OPERATIONS WILL

WILL REVIEW EXISTING SIGNS SHOWN ON THE PLANS TO BE RELOCATED OR TO REMAIN. THE CONTRACTOR WILL NOTIFY THE PROJECT

ALL EXISTING SIGNS ARE TO REMAIN UNLESS SPECIFIED FOR REMOVAL IN PLANS. BEFORE STARTING THE PROJECT, THE CONTRACTOR61.

FOR STREETS AND HIGHWAYS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS.

ALL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES60.

SIGNING AND PAVEMENT MARKINGS

THE AMOUNT OF COORDINATION REQUIRED. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

COORDINATION EFFORTS MAY BE NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE CONSTRUCTION SCHEDULE AND FOR

THE CONTRACTOR SHALL BE ADVISED THAT OTHER PROJECTS MAY BE UNDER CONSTRUCTION CONCURRENTLY WITH THIS PROJECT AND THAT59.

PORTABLE SANITARY FACILITIES SHALL BE PLACED AT AT LEAST 25 FEET AWAY FROM ANY WATER BODY.58.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A GENERAL CONSTRUCTION PERMIT (GCP) AND A NOTICE OF INTENT (NOI) FROM DEP.57.

GEOTECH RELATED QUESTIONS.

ROADWAY SOIL SURVEY CONDUCTED BY TIERRA SOUTH FLORIDA, INC. (TSF). PLEASE CALL HARMON C. BENNETT, P.E. AT 561-252-4153 CONCERNING56.

AND UPON WHICH BIDS WILL BE BASED.

INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK. THE CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER

THE INFORMATION PROVIDED IN THESE DRAWINGS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS55.

OPERATIONS.

CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL MUCK AND UNSUITABLE MATERIAL FROM THE ROADBED PRIOR TO COMMENCING WITH BACKFILL 54.

MIAMI-DADE COUNTY FLOOD CRITERIA ELEVATION: 7-FT NGVD OR 5.44-FT NAVD.53.

DESIGN WATER TABLE ELEVATION: 5-FT NGVD OR 3.44-FT NAVD.52.

ALONG WITH A CD CONTAINING A DIGITAL COPY IN PDF AND CAD FORMAT.

BE TAKEN BY A FLORIDA REGISTERED SURVEYOR AND SHOWN ON THE RECORD DRAWINGS. 2 SETS OF AS-BUILT HARD COPIES SHALL BE SUBMITTED

ACCURATELY RECORDED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. ALL ELEVATIONS SHALL

AT NO COST TO THE CITY, COMPLETE AS-BUILT INFORMATION RELATIVE TO LOCATION AND DEPTH OF PIPES, MANHOLES, ETC. SHALL BE51.

WHERE NEW PAVEMENT MEETS EXISTING, CONNECTION SHALL BE MADE IN A NEAT STRAIGHT LINE AND FLUSH WITH THE EXISTING PAVEMENT.50.

DEVICES, AND THE FDOT DESIGN STANDARDS.

IN ACCORDANCE WITH SPECIFICATIONS OUTLINED IN THE LATEST PUBLIC WORKS DEPARTMENT MANUAL, THE MANUAL ON UNIFORM TRAFFIC CONTROL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION, INSTALLATION, AND MAINTENANCE OF ALL TRAFFIC CONTROL AND SAFETY DEVICES,49.

F I

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T

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D

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G

A

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T

F I

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T

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T R

O N

G I

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D

L E

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A

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1/8/2024alejandro.toural c:\pw\kh1\d0142661\PLANRD01.dgn2:44:53 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

12"12"

WATER

WATER

WATERWATER

WATER

WATER

99 P

O T

S

T A

.0

100 101 102 103

POT STA. 30+00.00

POT STA. 31+70.50

ROADWAY PLAN

N W

V

E N

U E

10 40

Feet

N

GUARDRAIL TO BE REMOVED

6' SIDEWALK

M A

T C

H L I N

E

S

T A

.0

CURB AND GUTTER TYPE F

STA. 99+39.75

£ SURVEY NW 66 ST

MATCH EXISTING GRADE

BEGIN MILLING AND RESURFACING

BEGIN PROJECT

LEGEND:

MILLING AND RESURFACING

N 89° 39' 54" E N 89° 39' 54" E

S

E

S

E

PAVEMENT WIDENING

MATCHLINE STA. 28+40.00

35'35'

STA. 99+99.12, 5.00' RT

BEGIN WIDENING

0.02

CR-C

R

46.23' RT

+34.46

CONST. 162' OF 18" PIPE

CONST. 17' OF 18" PIPE WITH CONC. JACKET

R/W LINE

S

U R

V

E

R/W LINE

R/W LINE

£ SURVEY NW 66TH ST

R/W LINE

STA. 30+00.00

£ OF SURVEY NW 102ND AVE

STA. 100+00.00 =

£ OF SURVEY NW 66TH ST

EL. 4.89'

27.00' RT

+68.64

°3 '4 .6

± 0.017

NW 66TH STREET

EL. 5.98'

67.97' RT

+28.65

STA. 30+42.10

LIMITS OF MILLING AND RESURFACING

.0

.0

6" THICK SIDEWALK

EXIST. 18" HDPE PIPE TO REMAIN

HARMONIZATION LINE

BE REMOVED

EXIST. CURB TO

M A

T C

H

E X I S

T

P T

MATCH

EXIST.

PC

S-1 S-1A

EX-16

S-9

EX-1

PROPOSED TIE IN WITH EXIST. 18" HDPE PIPE

6' SIDEWALK

18" PIPE

CONST. 119' OF

SHALL BE USED.

OBTAINED FROM A DERM APPROVED ROCK QUARRY

24-5 OF THE MIAMI-DADE COUNTY CODE AND

1. CLEAN FILL ONLY AS DEFINED BY SECTION

NOTES:

CONST. 18" PIPE

F I

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T

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T R

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G I

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L

G N

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D

L E

G

A

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D

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A

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4/7/2026Lilian.Fernandez c:\pw\kh1\d0142661\PLANRD02_REV01.dgn12:17:03 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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G N

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D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

104 105 106 107 108 109

NW 66TH STREET

GUARDRAIL TO BE REMOVED

10 40

Feet

6' SIDEWALK

CURB AND GUTTER TYPE F

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

LEGEND:

MILLING AND RESURFACING

N 89° 39' 54" E

.0

+80.00

PAVEMENT OVERBUILD/ CROSS SLOPE CORRECTION

CONST. 17' OF 18" PIPE WITH CONC. JACKET

R/W LINE

£ SURVEY NW 66TH ST

R/W LINE

NW 66TH STREET

CONST. 98' OF 18" PIPE

EXIST. 18" HDPE PIPE TO REMAIN

EXIST. CURB TO BE REMOVED

EXIST. CURB AND GUTTER TO REMAIN

HARMONIZATION LINE

PAVEMENT WIDENING

.0

E X I S

T

M A

T

.0

S-3S-2

EX-3

S-4

PROPOSED TIE IN WITH EXIST. 18" HDPE PIPE

FROM A DERM APPROVED ROCK QUARRY SHALL BE USED.

OF THE MIAMI-DADE COUNTY CODE AND OBTAINED

1. CLEAN FILL ONLY AS DEFINED BY SECTION 24-5

NOTES:

CONST. 257' OF 18" PIPE

CONST. 297' OF 18" PIPE

102/26/26 LABELS REVISED

CONST. 156' OF 18" FD

109+23.00

ELEV. 7.86

F I

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G I

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4/7/2026Lilian.Fernandez c:\pw\kh1\d0142661\PLANRD03_REV01.dgn12:17:10 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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G N

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D

L E

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A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

AT&T

POT STA. 30+00.00

110 111 112 113 114 115

NW 66TH STREET

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

GUARDRAIL TO BE REMOVED

6' SIDEWALK

10 40

Feet

N

N W

E N

U E

LEGEND:

MILLING AND RESURFACING

N 89° 39' 54" E

S

E

MATCHLINE STA. 28+30.00

35' 35'

+60.00

CR-C

R

.0

PAVEMENT OVERBUILD/ CROSS SLOPE CORRECTION

CONST. 68' OF 18" PIPE

CONST. 140' OF 18" PIPE

R/W LINE

R/W LINE

STA. 30+00.00

£ OF SURVEY NW 99TH AVE

STA. 113+17.58 =

£ OF SURVEY NW 66TH ST

R/W LINE

R/W LINE

EL. 5.57'

66.01' RT

+01.21

£ SURVEY NW 66TH ST

S

U R

V

E

NW 66TH STREET

32.68' RT

112+81.76

.0

0.02

±0.012

.1

6" THICK SIDEWALK

R/W LINE

EXIST. CURB AND GUTTER TO REMAIN

HARMONIZATION LINE

EXIST. 18" HDPE PIPE TO REMAIN

EXIST. CURB TO BE REMOVED

PAVEMENT WIDENING

STA. 113+18.71, 4.99' RT

END WIDENING STA. 113+81.91

MATCH EXIST.

END MILLING AND RESURFACING EB

.0

E X I S

T

M A

T C

H

.0

E X I S

T

M A

T C

H

.0

E X I S

T

M A

T C

H

EX-6

S-6S-5

S-11

WITH CONC. JACKET

CONST. 17' OF 18" PIPE

6' SIDEWALK

EXIST. 18" HDPE PIPE

PROPOSED TIE IN WITH

CURB AND GUTTER TYPE F

CR-G

29.58' RT

113+54.83

34.35' RT

113+47.33

27.22' RT

113+63.39

R

EL. 5.00 NGVD

FEMA ZONE AH

CODE AND OBTAINED FROM A DERM APPROVED ROCK QUARRY SHALL BE USED.

2. CLEAN FILL ONLY AS DEFINED BY SECTION 24-5 OF THE MIAMI-DADE COUNTY

IS PER ROYAL PALM DORAL PAVING AND DRAINAGE PLANS DATED 04/13/2022.

1. EXISTING ROADWAY SHOWN EAST OF ¡ OF CONSTRUCTION NW 99TH AVE

NOTES:

CONST. 18" PIPE

1 LABEL REVISED02/26/26

+03.78

+17.58

MIN. 0.3% SLOPE WEST

STA.112+61.22

BEGIN SPECIAL GUTTER PROFILE

112+61.22

ELEV. 7.89

°3 '1 .0

EL. 6.47'

27.00' RT

+61.22

MIN. 0.3% SLOPE EAST

STA. 112+11.30

END SPECIAL GUTTER PROFILE

F I

C I

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G I

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F I

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A

C

1/8/2024alejandro.toural c:\pw\kh1\d0142661\PLANRD04.dgn2:45:23 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

115 116 117 118 119 120

NW 66TH STREET

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

N

10 40

Feet

LEGEND:

MILLING AND RESURFACING

N 89° 39' 54" E

R/W LINE

R/W LINE

£ SURVEY NW 66TH ST

NW 66TH STREET

EL. 5.00 NGVD

FEMA ZONE AH

CODE AND OBTAINED FROM A DERM APPROVED ROCK QUARRY SHALL BE USED.

2. CLEAN FILL ONLY AS DEFINED BY SECTION 24-5 OF THE MIAMI-DADE COUNTY

IS PER ROYAL PALM DORAL PAVING AND DRAINAGE PLANS DATED 04/13/2022.

1. EXISTING ROADWAY SHOWN EAST OF ¡ OF CONSTRUCTION NW 99TH AVE

NOTES:

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

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T

F I

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1/8/2024alejandro.toural c:\pw\kh1\d0142661\PLANRD05.dgn2:45:32 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

121 122 123 124 125 126 P O

T

S

T A

.1

NW 66TH STREET

M A

T C

H L I N

E

S

T A

10 40

Feet

N

STA. 125+96.51

£ SURVEY NW 66 ST

MATCH EXISTING GRADE

END MILLING AND RESURFACING

END PROJECT

LEGEND:

MILLING AND RESURFACING

N 89° 39' 54" E

£ SURVEY NW 66TH ST

NW 66TH STREET

R/W LINE

R/W LINE

N W

E N

U E

EL. 5.00 NGVD

FEMA ZONE AH

CODE AND OBTAINED FROM A DERM APPROVED ROCK QUARRY SHALL BE USED.

2. CLEAN FILL ONLY AS DEFINED BY SECTION 24-5 OF THE MIAMI-DADE COUNTY

IS PER ROYAL PALM DORAL PAVING AND DRAINAGE PLANS DATED 04/13/2022.

1. EXISTING ROADWAY SHOWN EAST OF ¡ OF CONSTRUCTION NW 99TH AVE

NOTES:

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

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D

L E

G

A

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F I

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4/7/2026Lilian.Fernandez c:\pw\kh1\d0142661\PLANRD07_REV01.dgn12:17:38 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

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A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

12"

18 19 20 21 22

M A

T C

H L I N

E

S

T A

.0

NW 102ND AVENUE

LEGEND:

MILLING AND RESURFACING

N

10 40

STA. 18+52.55

MATCH EXISTING

BEGIN MILLING AND RESURFACING

R/W LINE

£ SURVEY NW 102ND AVE

R/W LINE

NW 102ND AVENUE

102/26/26

N W

R D

T

E R

R A

C E

EXTENDED. ADDED SHEET

MILLING AND RESURFACING

S 1° 43' 20" E

13A

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

T

F I

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C O

E E

T

E C

T R

O N

G I

T A

L

G N

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D

L E

G

A

C

4/8/2026David.Powe c:\pw\kh1\d0142661\PLANRD06_REV01.dgn10:55:12 AM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

12"

W A T E R

W A T E R

W A T E R

W A T E R

W A T E

RW

A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T

O O

T

S

T U

M P

I T

D

E

L E

C T

R

M

T E

R

23 24 25 26 27 28

M A

T C

H L I N

E

S

T A

.0

NW 102ND AVENUE

6' SIDEWALK

LEGEND:

MILLING AND RESURFACING

S 1° 43' 20" E

N

10 40

CONST. 58' OF 18" PIPE

CONST. 29' OF 18" FD

18" PIPE

R/W LINE

£ SURVEY NW 102ND AVE

R/W LINE

NW 102ND AVENUE

STA. 26+69.45

CONNECT TO EXIST.

BEGIN C&G TYPE F

BEGIN 6" CONC. SIDEWALK

LIGHTING LEGEND:

PULL BOX

* NEW POLE LOCATION MUST BE AT THE EXIST. BACK OF SIDEWALK

A

LIGHTING DESIGN CRITERIA:

WIND SPEED: 160 MPH

MAX/MIN: 10:1

UNIFORMITY RATIO AVG/MIN: 4:1

AVERAGE INITIAL ILLUMINANCE: 1.5 FC

INITIAL LUMENS GE CURVE NO. 177356 OR EQUIVALENT.

DESIGNED FOR MEDIUM CUTOFF 480 V OPERATION 51,000

POLE, ARM AND LUMINAIRE 400 W. HIGH PRESSURE SODIUM

WITH GREEN INSULATION. CONDUCTOR: 2#6, 1#6 G

INSULATION, ONE WITH BLACK INSULATION, AND ONE GROUND

RHW-2/XLP CONDUCTORS INSIDE THE CONDUIT: ONE WITH RED

2" HIGH DENSITY POLYETHYLENE (HDPE) CONDUIT WITH THREE

A (1 RUN @ 70') 630-2-12

27+16.18

EXIST. LOAD CENTER

HARMONIZATION LINE

PAVEMENT WIDENING

NOTES:

S-7

S-8

N W

Y

STA. 26+92.33

CONNECT TO EXIST.

RECONSTRUCTION

BEGIN 6" SIDEWALK

STA. 27+02.33

CONNECT TO EXIST.

RECONSTRUCTION

END 6" SIDEWALK

CR-G

R

27.00' RT

26+66.23

STA. 26+64.68

MATCH EXIST. ±6.35

BEGIN WIDENING

QUARRY SHALL BE USED.

OBTAINED FROM A DERM APPROVED ROCK

24-5 OF THE MIAMI-DADE COUNTY CODE AND

2. CLEAN FILL ONLY AS DEFINED BY SECTION

PRIOR TO PLACING FRICTION COURSE.

1. CONTRACTOR TO INSTALL LIGHT POLE

M A

T C

H L I N

E

S

T A

.0

102/26/26

EXTENDED

MILLING AND RESURFACING

LABELS REVISED

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

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G

A

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T

F I

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C

4/7/2026Lilian.Fernandez c:\pw\kh1\d0142661\PLANRD07_REV011.dgn12:17:28 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, FL 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

12"

12"

8"

8"

W A T E R

W A T E R

S A

N

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

23 24 25

P O

T

S

T A

.2

1 26 27 28

8"

12"

W A T E R

S A

N

P O

T

S

T A

.4

M A

T C

H L I N

E

S

T A

NW 99TH AVENUE

6' SIDEWALK

LEGEND:

MILLING AND RESURFACING

PAVEMENT WIDENING/ RECONSTRUCTION

N 1° 44' 55" W

N 1° 44' 55" W

N 1° 44' 55" W

M A

T C

H L I N

E

S

T A

.0

N

10 40

Feet

S-10

CONST. 29' OF 18" FD

18" PIPE

R/W LINE

STA. 26+70.34

CONNECT TO EXIST. C&G TYPE F

BEGIN C&G TYPE F

BEGIN 6" CONC. SIDEWALK

R/W LINE

STA. 26+69.87

MATCH EXIST. ±5.98

BEGIN WIDENING

£ SURVEY NW 99TH AVE

£ SURVEY NW 99TH AVE

R/W LINE

R/W LINE

R/W LINE

N W

R D

T

E R

NW 99TH AVE

STA. 21+50.00

MATCH EXISTING

BEGIN MILLING AND RESURFACING

NW 99TH AVENUE

M A

T C

H L I N

E

S

T A

.0

HARMONIZATION LINE

58'

TO BE REPLACED

EXIST. DROP CURB

18.01' RT

+13.32

EL. 5.00 NGVD

FEMA ZONE AH

CODE AND OBTAINED FROM A DERM APPROVED ROCK QUARRY SHALL BE USED.

2. CLEAN FILL ONLY AS DEFINED BY SECTION 24-5 OF THE MIAMI-DADE COUNTY

IS PER ROYAL PALM DORAL PAVING AND DRAINAGE PLANS DATED 04/13/2022.

1. EXISTING ROADWAY SHOWN EAST OF ¡ OF CONSTRUCTION NW 99TH AVE

NOTES:

1 LABEL REVISED02/26/26

REVISIONS

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

T

F I

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E E

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T R

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G I

T A

L

G N

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D

L E

G

A

C

1/8/2024alejandro.toural c:\pw\kh1\d0146903\DRXSRD01.dgn2:46:16 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

DRAINAGE STRUCTURES

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, Fl 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

S-1

PER INDEX 430-001

CONST. CONCRETE JACKET

CONST. 18" PIPE

E L

.3

R

W

L I N

E

R

W

L I N

E

BOTTOM EL. -2.45

FL -0.45 (LT)

FL 0.60 (AH)

ELEV. 4.79 (GRATE)

INDEX 425-010, 425-021

CONST. INLET TYPE P-6

STA. 101+18.23 (28.25' RT)

FROM S-1A

CONST. 18" PIPE

TO EX-1

E X I S

T

F E

N C

E

S-1A

CONST. 18" PIPE

E L

.1

R

W

L I N

E

R

W

L I N

E

TO S-1

TO S-2

BOTTOM EL. -0.60

FL 1.40 (BK)

FL 1.40 (AH)

ELEV. 5.65 (GRATE)

INDEX 425-010, 425-021

CONST. INLET TYPE P-5

STA. 102+40.00 (28.25' RT)

00 2020 4040 6060 8080 100100 120120140160

-4

-2

101+18.23

-10

-8

-6

-4

-2

102+40.00

1" = 10' Vertical

1" = 20' Horizontal

S-1A

S-1

£ SURVEY NW 66TH ST

£ SURVEY NW 66TH ST

F I

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C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

T

F I

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E E

T

E C

T R

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G I

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D

L E

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A

C

1/8/2024alejandro.toural c:\pw\kh1\d0146903\DRXSRD01.dgn2:46:16 PM

MIAMI-DADE

ROAD NO. COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

Kimley-Horn and Associates, Inc.

Coral Gables, Fl 33134

2 Alhambra Plaza, Suite #500

P.E. License No. 79620

Gabriela P. Ramirez, P.E.

CONST. 18" PIPE

S-2

E X I S

T

F E

N C

E

E L

.2

R

W

L I N

E

R

W

L I N

ETO S-3

BOTTOM EL. -1.00

FL 1.00 (BK)

FL 2.45 (AH)

ELEV. 6.68 (GRATE)

INDEX 425-010, 425-021

CONST. INLET TYPE P-5

STA. 105+00.00 (28.25' RT)

FROM S-1A

PER INDEX 430-001

CONST. CONCRETE JACKET

CONST. 18" PIPE

S-3

CONST. 18" PIPE

E X I S

T

F E

N C

E

E L

.9

R

W

L I N

E

R

W

L I N

E

FROM S-2

TO EX-3

TO/FROM S-4

BOTTOM EL. -3.00

FL 1.04 (LT)

FL 2.00 (BK)

FL 1.60 (AH)

ELEV. 6.40 (GRATE)

INDEX 425-010, 425-021, 443-001, 443-002

CONST. TYPE II SKIMMER (AH)

CONST. INLET TYPE P-6

STA. 106+01.08 (28.25' RT)

DETAILS SHEET

PER…