STRM-2024_PHASE_1_BID_SET_PLANS_S&S_1.pdf

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17050 NE 19th AVENUE, NORTH MIAMI BEACH, FL 33162

CITY OF NORTH MIAMI BEACH

NMB PROJECT NO. STRM-2022 PHASE 1

5959 BLUE LAGOON DRIVE, SUITE 410

MIAMI, FL 33126

(305) 265-5400

PLANS PREPARED BY:

HIGHLAND VILLAGE STORMWATER

IMPROVEMENTS PHASE 1

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CITY OF NORTH MIAMI BEACH COMMISSION

MAYOR

MICHAEL JOSEPH

COMMISSIONERS

JAY R. CHERNOFF

DANIELA JEAN

FORTUNA SMUKLER

MCKENZIE FLEURIMOND

PHYLLIS SMITH

LYNN SU

CITY MANAGER

DARVIN WILLIAMS

CITY CLERK

ANDRISE BERNARD

DIRECTOR OF PUBLIC WORKS

HAMID NIKVAN

NORTH MIAMI

BEACH

E L

I A S G U E V A R

A

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

BID SET

JULY 2026

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

AC ASBESTOS CEMENT

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASPH DWY ASPHALT DRIVEWAY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVE AVENUE

AVG AVERAGE

B BOTTOM

B DWY BRICK DRIVEWAY

BJ BREAK JOINT

/BL BASELINE

BLDG BUILDING

BLVD BOULEVARD

BT BURIED TELEPHONE

C&G CURB AND GUTTER

CATV CABLE TELEVISION

CB CATCH BASIN

CI CAST IRON

CL/℄ CENTERLINE

C.L.FENCE CHAIN LINK FENCE

C.O. CLEANOUT

CONC CONCRETE

CONC DWY CONCRETE DRIVEWAY

CONC SDWK CONCRETE SIDEWALK

CONC WALL CONCRETE WALL

CORR. CORRUGATED

CPS CONNECTOR PIPE SCREEN

CV CHECK VALVE

CW CHILLED WATER LINE

CY CUBIC YARDS

DET DETAIL

DIA, ∅ DIAMETER

DIP DUCTILE IRON PIPE

DISP. DISPLACED

DOH DEPARTMENT OF HEALTH

DWG DRAWING

E EASTING/ EAST

EA EACH

ESMT EASEMENT

EL/ELEV ELEVATION

ELEC. ELECTRICAL

EOP EDGE OF PAVEMENT

EOR ENGINEER OF RECORD

EQ EQUATION

EXIST EXISTING

F.A.C. FLORIDA ADMINISTRATIVE CODE

FD FRENCH DRAIN

FDEP FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FH FIRE HYDRANT

FT FEET

FM FORCE MAIN

GP GUARD POST

GS GALVANIZED STEEL

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORIZ HORIZONTAL

INV INVERT

IRR IRRIGATION WATER LINE

L LENGTH

LAT LATERALS

LF LINEAR FOOT

LS LUMP SUM

LT LEFT

MAX MAXIMUM

MAS MAINTENANCE ACCESS STRUCTURE

MH MANHOLE

M-DWASD MIAMI-DADE WATER AND SEWER DEPARTMENT

MIN MINIMUM

M.J. MECHANICAL JOINT

N NORTHING-NORTH

NGVD NATIONAL GEODETIC VERTICAL DATUM

NMB NORTH MIAMI BEACH

NTS NOT TO SCALE

OC ON CENTER

OH OVERHEAD WIRE

PCP PRE-STRESSED CONCRETE

PE POLYETHYLENE

PG PAGE

P/L PARCEL LINE

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PV PLUG VALVE

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

RAD/R RADIUS

RER MIAMI-DADE COUNTY-REGULATORY AND ECONOMIC RESOURCES

REST. RESTRAINED

RT RIGHT

R/W RIGHT OF WAY

S SOUTH

SAN SANITARY SEWER

SS STORM SEWER

SDWK SIDEWALK

SHT. SHEET

SPEC SPECIFICATION

STA STATION

STD STANDARD

ST STREET

SWPP STORM WATER POLLUTION PREVENTION

SY SQUARE YARDS

T TOP

TERR TERRACE

T.R. THRUST RESTRAINED

TS TAPPING SLEEVE

TV TAPPING VALVE

TH TEST HOLE

TOC TOP OF CURB

TYP TYPICAL

UNK UNKNOWN

VERT VERTICAL

W WEST

WL WATER LINE

WM WATER MAIN

ABBREVIATIONS

SAN SAN

W W

SS SS SS

OE OE

EXIST CENTERLINE

EXIST RIGHT OF WAY

EXIST PARCEL LINE

EXIST TOPOGRAPHY

EXIST SANITARY SEWER LINE

EXIST STORM SEWER LINE

EXIST WATER MAIN LINE

EXIST ELECTRICAL OVERHEAD LINE

EXIST TREE

EXIST ORNAMENTAL TREE

EXIST TEMPORARY SITE BENCHMARK

EXIST TRAFFIC SIGNAL BOX

EXIST BOLLARD

EXIST PEDESTRIAN SIGNAL

EXIST TRAFFIC HANDHOLE

EXIST TRAFFIC MARKER SIGN

EXIST TRAFFIC SIGNAL MAST ARM

EXIST SIGN

EXIST CABLE TELEVISION BOX

EXIST CONCRETE LIGHT POLE

EXIST ELECTRIC BOX

EXIST WOODEN UTILITY POLE

EXIST CONCRETE UTILITY POLE

EXIST GUY ANCHOR

EXIST GAS VALVE

EXIST COMMUNICATION BOX

EXIST COMMUNICATION MANHOLE

EXIST COMMUNICATION MARKER SIGN

EXIST GARBAGE RECEPTACLE

EXIST WATER METER

EXIST IRRIGATION VALVE

EXIST WATER VALVE

EXIST FIRE HYDRANT

EXIST AIR RELEASE VALVE

EXIST WATER BOX

EXIST STORM MANHOLE

EXIST BASIN

EXIST TELEPHONE BOX

EXIST SANITARY MANHOLE

EXIST SANITARY VALVE

EXIST FIBER OPTIC BOX

EXIST FIBER OPTIC MARKER SIGN

EXIST PROPERTY LINE

EXIST BENCH

EXIST ORNAMENTAL LIGHT POLE

EXIST PALM TREE

EXIST MAILBOX

EXIST CLEANOUT

SYMBOLS LEGEND

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ATLANTIC BROADBAND

PETE FREYTAG/ TROY GAETA

1681 KENNEDY CAUSEWAY

NORTHBAY VILLAGE, FL

(305)-861-8069 Ext: 5208

PFREYTAG@ATLANTICBB.COM/

TGAETA@ATLANTICBB.COM

DADE COUNTY PUBLIC WORKS

AND TRAFFIC

OCTAVIO VIDAL

7100 NW 36th ST

MIAMI, FL 3316

(305)-412-0891 Ext: 201

LPRIDEMROE@HTLOCATING.COM

COMCAST CABLE

RICARDO DAVIDSON

6565 NOVIA DR

DAVIE, FL 33317

(786)-586-8505

RICARDOA_DAVIDSON@CABLE.COMCAST.COM

TECO PEOPLES GAS SOUTH

FLORIDA

JOAN DOMNING

8416 PALM RIVER ROAD

TAMPA, FL 33619

(813)-275-3783

JDOMNING@TECOENERGY.COM

CROWN CASTLE NG

FIBERDIG TEAM

1601 NW 136TH AVE SUITE

#A-300

SUNRISE, FL 33323

(888)-632-0931 Ext: 2

FIBER.DIG@CROWNCASTLE.COM

FLORIDA POWER & LIGHT

EDGAR AGUILAR

10705 QUAIL ROOSE DR

MIAMI, FL 33157

(386)-586-6403

EDGAR.AGUILAR@FPL.COM

CENTURYLINK

NETWORK RELATIONS

1025 EL DORADO BLVD

BROOMFIELD, CO 88021

Phone: 877-366-8344

NATIONALRELO@CENTURYLINK.COM

SPRINT

JON BAKER

360 S LAKE DESTINY SUITE A

ORLANDO, FL 32810

Phone: 352-409-5095

JON.BAKER@SPRINT.COM

CITY OF NORTH MIAMI BEACH

CHRISTOPHER BARDO

17050 NE 19TH AVE

NORTH MIAMI BEACH, FL 33162

(305)-948-2967

CHRISTOPHER.BARDO@CITYNMB.COM

AT&T DISTRIBUTION

DINO FARRUGGIO

1120 SOUTH ROGERS CIR

BOCA RATON, FL 33487

(561)-683-27299

DFL1979@ATT.COM

AT&T

STEVE HAMER/ DINO FARRUGGIO

2901 W BUSCH BLVD SUITE 711

TAMPA, FL 33618

407-578-8000

SERIKSSON@PEAINC.NET/

DF1979@ATT.COM

MCI

MCIU01 INVESTIGATIONS

400 INTERNATIONAL PKWY

RICHARDSON, TX 75081

(469)-886-4091

ASG.INVESTIGATIONSTEAM@ASGINC.US

UTILITY OWNERS WITHIN PROJECT'S RIGHT OF WAY AS IDENTIFIED BY

SUNSHINE STATE ONE CALL OF FLORIDA (811)

ADDITIONAL UTILITY OWNERS MAY EXIST.

5959 WATERFORD DISTRICT

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

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SHEET INDEX

Sheet Number Sheet Title

G-0.0 COVER

G-1.0 SHEET INDEX, LEGEND, AND UTILITY AGENCY OWNERS

G-2.0 GENERAL NOTES

G-3.0 STORMWATER POLLUTION PREVENTION NOTES & DETAILS

C-1.0 STORMWATER POLLUTION PREVENTION PLAN

C-2.0 STORMWATER IMPROVEMENTS PLAN

C-3.1 CIVIL DETAILS (1 OF 2)

C-3.2 CIVIL DETAILS (2 OF 2)

C-4.0 PAVEMENT RESTORATION AND MARKINGS PLAN

AT&T (EMERGENCY CABLE

REPAIR)

CARLOS S. BRITO

600 NW 79th AVE, 3rd FLOOR

MIAMI, FL 33126

Phone: 786-519-5087

CB6846@ATT.COM

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

ENGINEER'S GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION ASSOCIATED WITH THIS PROJECT MUST BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE CITY OF NORTH MIAMI BEACH (NMB) CODE OF ORDINANCE, NMB WATER STANDARD DOCUMENTS (VOLUMES 1 AND 2), THE FLORIDA ADMINISTRATIVE CODE (F.A.C.) 62-555 AND 62-610, THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) STANDARDS, CRITERIA AND REGULATIONS. ANY DISCREPANCIES MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY OF NORTH MIAMI BEACH AND

THE EOR.

2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE ADEQUATE MEASURES TO ENSURE SAFETY WHEN WORKING WITHIN THE VICINITY OF BURIED GAS, OVERHEAD POWER, ELECTRICAL & TELEPHONE LINES. PROPER

COORDINATION WITH JURISDICTIONAL AUTHORITIES MUST BE UNDERTAKEN AS APPLICABLE.

3. THE MAINTENANCE OF TRAFFIC (MOT) PLANS FOR THIS PROJECT WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR MUST PRODUCE HIS/HER OWN MOT PLANS AND MUST HAVE SAID PLANS APPROVED BY CITY OF NORTH MIAMI BEACH PRIOR TO CONSTRUCTION. THE COST ASSOCIATED WITH THIS EFFORT MUST BE REFLECTED IN THE BID. NO ADDITIONAL COMPENSATION WILL BE GRANTED BY THE CITY OF NORTH MIAMI BEACH FOR MOT COSTS ASSOCIATED WITH THIS PROJECT AFTER PROJECT AWARD. MOT PLANS SHALL INCLUDE BUT NOT LIMITED TO MESSAGE BOARDS TO INFORM DRIVERS OF CONSTRUCTION ON ROADWAYS, ADDRESSING SCHOOL ZONES AND MAINTAINING CROSSING ACCESS, ETC. CONTRACTOR IS ALSO RESPONSIBLE FOR NOTIFYING ALL SCHOOLS WITHIN THE VICINITY OF THE PROJECT LIMITS ABOUT THE CONSTRUCTION SCHEDULE.

4. DEWATERING MAY BE REQUIRED FOR THIS PROJECT TO SUPPORT CONSTRUCTION EFFORTS. REFER TO SPECIFICATIONS FOR USGS ESTIMATED WATER TABLE ELEVATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING, INSTALLATION, OPERATION, AND MAINTENANCE OF DEWATERING SYSTEM. THE CONTRACTOR MUST HAVE SAID DEWATERING APPROVED BY CITY OF NORTH MIAMI BEACH AND APPLICABLE ENVIRONMENTAL AGENCIES. NO ADDITIONAL COMPENSATION WILL BE GRANTED BY THE CITY OF NORTH MIAMI BEACH FOR

DEWATERING COST ASSOCIATED WITH THIS PROJECT AFTER PROJECT AWARD.

5. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS AND/OR APPROVALS PRIOR TO START OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO AN NPDES NOI PERMIT AND ANY OTHER ASSOCIATED

PERMITS/APPROVALS.

6. COORDINATE WORK WITH TRASH COLLECTION ACTIVITIES BY COASTAL WASTE AND RECYCLING.

7. GEOTECHNICAL EXPLORATION WERE CARRIED OUT ON THE PROJECT SITE BY GCES ENGINEERING SERVICES. THE

GEOTECHNICAL REPORT IS INCLUDED AS PART OF THE PROJECT'S SPECIFICATIONS.

8. THE TOPOGRAPHY SURVEY WAS PREPARED BY EDUARDO M. SUAREZ OF LONGITUDE SURVEYORS (LIC #6313) DATED 2021-12-02. THE CONTRACTOR IS ADVISED TO VERIFY FIELD CONDITIONS AS CHANGES TO TOPOGRAPHY

MAY HAVE OCCURRED AFTER THE DATE OF SURVEY.

9. ALL ELEVATIONS ON THE PLAN AND PROFILE SHEETS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. '29). BENCHMARK USED ARE THOSE IDENTIFIED ON THE TOPOGRAPHIC BOUNDARY SURVEY.

10. FIELD VERIFICATION OF ALL UTILITIES SHOWN ON PLANS IS REQUIRED. CONSTRUCTION OF PROPOSED WORK MUST NOT PROCEED WITHOUT THIS VERIFICATION PROCESS. DISCREPANCIES MUST BE REPORTED TO THE EOR.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE CURRENT SITE CONDITIONS AND CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE CITY OF NORTH MIAMI BEACH AND EOR

OF ANY DISCREPANCIES.

12. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TOPOGRAPHIC AND/OR UNDERGROUND FEATURES THAT WILL BE IMPACTED DUE TO THEIR PROPOSED METHOD OF CONSTRUCTION. THE CONTRACTOR MUST INCLUDE IN ITS BID PRICE, THE COST OF RELOCATING OR REPLACING IN KIND ANY FEATURES THAT WILL BE IMPACTED DUE TO ITS PROPOSED METHOD OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO EXISTING TREES, UTILITY BOXES, SIGNS, FIRE HYDRANTS, GUARDRAILS, UTILITY POLES, VALVES, ETC. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED BY THE CITY OF NORTH MIAMI BEACH IN THE EVENT THE CONTRACTOR

NEGLECTS TO ACCOUNT FOR THIS WORK IN ITS BID PRICE.

13. IN THE EVENT CONTAMINATED MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY ADVISE THE CITY, EOR AND THE MIAMI-DADE DEPARTMENT OF ENVIRONMENTAL RESOURCES

MANAGEMENT (DERM).

14. CONTRACTOR SHALL COORDINATE WITH THE CITY OF NORTH MIAMI BEACH PRIOR TO SHUTTING DOWN ANY EXISTING SERVICE(S). FULL COMPLIANCE WITH FAC RULE 62-555.350 (10) d. IS MANDATORY.

15. THE CONTRACTOR SHALL INFORM THE CITY OF NORTH MIAMI BEACH AND THE EOR AT LEAST 48 HOURS PRIOR TO START CONSTRUCTION, AND IN ADVANCE OF CONNECTIONS TO EXISTING SYSTEM OR ANY REQUEST FOR

SERVICE.

16. ALL CONNECTIONS TO EXISTING MAINS MUST BE MADE UNDER THE DIRECTION AND SUPERVISION OF THE CITY

OF NORTH MIAMI BEACH'S WATER DEPARTMENT.

17. THE CONTRACTOR SHALL COORDINATE WITH TECO PEOPLES GAS SOUTH FLORIDA WHEN CROSSING OR NEAR THE

VICINITY OF EXISTING GAS TRANSMISSION AND SERVICE LINES.

18. THE CONTRACTOR MUST INCLUDE AS PART OF THEIR BID THE COST OF RESTORING A FULL LANE OR LANES OF ROADWAY THAT ARE AFFECTED BY CONSTRUCTION. THIS SHOULD INCLUDE ALL TRENCH RESTORATION, TEMPORARY PAVEMENT, RESURFACING, TREE ROOT PRUNING, INSTALLATION OF ROOT BARRIERS, AND INCIDENTAL ROADWAY RESTORATION AS WELL AS TEMPORARY AND PERMANENT STRIPING TO ENSURE THAT THE ROADWAY IS FULLY RESTORED TO EQUAL OR BETTER CONDITION AND IN ACCORDANCE WITH STANDARDS OF THE AUTHORITY

RESPONSIBLE FOR MAINTAINING THE RIGHT OF WAY.

19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR RESTORING ALL PAVEMENT MARKINGS WITH NEW STRIPING IN THEIR PRE-CONSTRUCTION LOCATIONS UNLESS OTHERWISE SHOWN ON PLANS. THE CONTRACTOR MUST THEREFORE SURVEY THE LOCATIONS, DIMENSIONS, COLOR, AND OTHER RELEVANT CHARACTERISTICS OF THE EXISTING PAVEMENT STRIPING PRIOR TO EXCAVATION. FINAL PAVEMENT STRIPING MUST BE THERMOPLASTIC IN ACCORDANCE WITH FDOT STANDARDS. ALL CONSTRUCTION WORK EFFORT ASSOCIATED WITH THIS ITEM MUST BE INCLUDED IN THE BID PRICE. IN THE EVENT THAT THE CONTRACTOR NEGLECTS TO INCLUDE THIS COST IN ITS BID PRICE, THEN THE CONTRACTOR WILL COMPLETE THE RE-STRIPING WORK AT ITS OWN EXPENSE.

20. IN THE EVENT THAT THERE IS ANY EXISTING STRIPING THAT DOES NOT CONFORM TO THE CURRENT CODES OR STANDARDS, THE CONTRACTOR MUST NOTIFY THE EOR, AND THE CITY OF NORTH MIAMI BEACH IN THIS REGARD

PRIOR TO RE-STRIPING.

21. ROADWAY RESTORATION WITHIN THE CITY OF NORTH MIAMI BEACH'S RIGHT OF WAY MUST CONFORM WITH NORTH

MIAMI BEACH STANDARD DOCUMENTS.

22. SPECIAL PAVEMENT DRIVEWAYS SHALL BE PROTECTED FROM DAMAGE. IF DAMAGED BY CONTRACTOR'S MEANS AND METHOD OR BY CONSTRUCTION ACTIVITIES, IT SHALL BE RESTORED AT NO COST TO THE CITY OF NORTH

MIAMI BEACH.

23. CONTRACTOR TO FIELD VERIFY THE PIPE SIZE OF EVERY EXISTING WATER MAIN AND STORM SEWER PRIOR TO ORDERING STORM STRUCTURES, COUPLING, PIPES, TAPS, TEES AND OTHER APPURTENANCES FOR CONNECTION.

NO ADDITIONAL COMPENSATION WILL BE GRANTED FOR MODIFICATIONS REQUIRED DUE TO WATER MAIN AND STORM SEWER SIZE DIFFERENCES BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD.

24. ALL TAPPING SLEEVES AND SADDLES MUST BE OF STAINLESS STEEL CONSTRUCTION WITH STAINLESS STEEL BOLTS. ALL BURIED FLANGED FITTINGS SHALL USE STAINLESS STEEL BOLTS, THIS INCLUDES BOLTS TO WATER

METER FLANGES.

25. ALL WORK WITHIN THE PIPE AND FITTINGS SHALL BE PERFORMED WITH CARE TO PREVENT DAMAGE TO THE

INTERIOR WALL OR LINING OF THE PIPE. ANY PIPE SECTION WITH DAMAGED INTERIOR WALLS OR LININGS MUST

BE REPLACED AT NO ADDITIONAL EXPENSE TO THE CITY OF NORTH MIAMI BEACH.

26. THE CONTRACTOR IS TO PROVIDE MECHANICAL JOINT RESTRAINTS AT ALL REACTION POINTS ALONG THE

PIPELINE INSTALLATION AND AS SPECIFIED ON THE PLANS.

27. ALL PIPE BENDS, TAPS, CAPS, ETC. SHALL BE RESTRAINED IN ACCORDANCE WITH NMB WATER STANDARDS AND REQUIREMENTS. AN APPROVED INSPECTION BY NORTH MIAMI BEACH WATER OF APPLICABLE THRUST

RESTRAINING MECHANISM IS REQUIRED PRIOR TO COVERING OF PIPE TRENCH.

28. REFER TO FIGURE 300 IN THE NMB WATER STANDARD DOCUMENTS, DATED AUGUST 2019 FOR NMB'S GENERAL NOTES AND SPECIFICATIONS FOR WATER MAIN INSTALLATION. IF THERE ARE ANY DISCREPANCIES BETWEEN NMB'S GENERAL NOTES AND AND THE ENGINEER'S GENERAL NOTES, THE NMB GENERAL NOTES SHALL TAKE

PRECEDENCE.

29. ALL PAVEMENT MARKINGS MUST BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD PLANS FOR ROAD

CONSTRUCTION (CURRENT EDITION).

30. ALL EXISTING SIGNS TO REMAIN UNLESS OTHERWISE NOTED.

31. PROPOSED PEDESTRIAN CROSSINGS TO ALIGN WITH EXISTING ADA RAMPS.

32. REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED PER FDOT INDEX 17352.

33. PARTIALLY DEMOLISHED PAVEMENT MARKING, CROSS WALKS, STOP BARS, ETC SHALL BE REPLACED IN ITS

ENTIRETY.

34. STOP BARS SHALL BE LOCATED A MINIMUM OF 4' BEHIND CROSSWALK OR CURVE RAMP, AND ADJACENT TO

EXISTING STOP SIGNS, WHERE POSSIBLE.

ASBESTOS DEMOLITION NOTIFICATION REQUIREMENTS

1. APPLICABILITY:

A. THIS NOTE APPLIES TO THE REMOVAL OF ASBESTOS TIE-INS, AND CONNECTIONS TO EXISTING ASBESTOS CONCRETE PIPE SEGMENTS. THESE REQUIREMENTS ARE IN ADDITION TO THE NESHAP FOR ASBESTOS AS DESCRIBED IN THE CODE OF FEDERAL REGULATIONS, TITLE 40, PART 61, SUBPART M, AS AMENDED.

2. NOTIFICATION AND ASBESTOS SURVEY REQUIREMENTS:

A. AT LEAST TEN (10) WORKING DAYS PRIOR TO THE INITIATION OF WORK FOR AN ASBESTOS REMOVAL PROJECT, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO MIAMI-DADE DEPARTMENT OF REGULATORY & ECONOMIC RESOURCES (RER) A COMPLETED STATEMENT OF RESPONSIBILITIES REGARDING ASBESTOS, USING THE FORM

PROVIDED BY RER, ACCOMPANIED BY THE APPLICABLE REVIEW FEE(S).

B. IN ACCORDANCE WITH THE REQUIREMENT OF THE NESHAP, AN ORIGINAL NOTICE OF DEMOLITION OR ASBESTOS RENOVATION FORM SHALL BE SUBMITTED MIAMI-DADE DEPARTMENT OF REGULATORY & ECONOMIC RESOURCES (RER) USING THE FORM PROVIDED BY RER, AS AMENDED. THE NOTICE OF DEMOLITION OR ASBESTOS RENOVATION SHALL BE ACCOMPANIED BY A SURVEY TO INDICATE THE PRESENCE OR ABSENCE OF ASBESTOS CONTAINING MATERIAL IN THE SUBJECT PROJECT AREA AND PAYMENT OF THE FEE SET FORTH IN THE FEE SCHEDULE ADOPTED BY RESOLUTION OF THE BOARD. THE SURVEY SHALL BE PREPARED BY OR UNDER THE SUPERVISION OF AN ASBESTOS CONSULTANT LICENSED IN THE STATE OF FLORIDA, PURSUANT TO CHAPTER 469, FLORIDA STATUTES, AS AMENDED, HEREINAFTER REFERRED TO AS A FLORIDA LICENSED ASBESTOS CONSULTANT. THE SURVEY SHALL BE A DOCUMENTED REPORT, EITHER IN PRINTED OR TYPED FORMAT, AND SHALL BEAR THE ORIGINAL SIGNATURE OF THE FLORIDA LICENSED ASBESTOS CONSULTANT

PERFORMING THE SURVEY.

C. THE FLORIDA LICENSED ASBESTOS CONSULTANT RESPONSIBLE FOR THE ASBESTOS SURVEY AND SAMPLING OF SUSPECT ASBESTOS CONTAINING MATERIAL SHALL USE ONE OF THE SURVEY AND SAMPLING PROTOCOLS ESTABLISHED BY THE STATE OF FLORIDA, THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

OR THE ASBESTOS HAZARD EMERGENCY RESPONSE ACT (AHERA).

D. PHASE I ENVIRONMENTAL SITE ASSESSMENTS CONDUCTED TO EVALUATE THE KNOWN OR OBSERVABLE ENVIRONMENTAL CONDITIONS OF A SITE AND WHICH DO NOT INCLUDE AN ASBESTOS SURVEY CONDUCTED IN ACCORDANCE WITH ONE OF THE PROTOCOLS REFERENCED IN SUBSECTION 27-180(B)(4) OF THIS ARTICLE, WILL NOT BE ACCEPTABLE TO RER.

E. THE FACILITY RESPONSIBLE FOR THE ANALYSIS OF ASBESTOS IN SAMPLES COLLECTED AS PART OF AN ASBESTOS SURVEY SHALL PROVIDE DOCUMENTATION THAT IT IS ACCREDITED BY THE NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM (NVLAP), THE AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA), OR ANY OTHER COMPARABLE NATIONAL LABORATORY ACCREDITATION PROGRAM RECOGNIZED BY RER FOR THE

ANALYSIS OF ASBESTOS.

COLOR CODING FOR UTILITIES

1. ALL WATER PIPES AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR (UNDERGROUND PLASTIC PIPE WILL BE SOLID-WALL BLUE PIPE, WILL HAVE A CO-EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL.

PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) [FAC 62-555.320(21)(B)3]

ENGINEER'S PRE-TRENCHING AND TRENCHING NOTES

1. UTILITIES SHOWN ON THESE PLANS SHEETS ARE APPROXIMATE & ADDITIONAL UTILITIES MAY EXIST IN THE FIELD THAT IS NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST INCLUDE AS PART OF ITS BID, AN ITEM FOR PRE-TRENCHING TO ENSURE THAT NO PORTION OF THE PROPOSED WORK CONFLICTS WITH ANY UTILITIES PRIOR TO CONSTRUCTION. IF POTENTIAL CONFLICTS ARE FOUND, THEN THE CONTRACTOR MUST PROVIDE THE OWNER, ENGINEER & UTILITY OWNER AT LEAST SEVEN (7) DAYS ADVANCED NOTICE PRIOR TO CONSTRUCTION. THIS NOTIFICATION SHALL INCLUDE SURVEY INFORMATION ABOUT THE CONFLICTING UTILITY'S HORIZONTAL & VERTICAL ALIGNMENT. FAILURE ON THE CONTRACTOR'S PART TO PRE-TRENCH PRIOR TO CONSTRUCTION IS AT ITS OWN RISK & BY SO DOING RELIEVES THE OWNER & THE ENGINEER OF ANY & ALL LIABILITIES & COSTS ASSOCIATED WITH RESOLVING UTILITY CONFLICTS. IN ADDITION, NO ADDITIONAL COMPENSATION WILL BE GRANTED FOR ANY COSTS INCURRED AS A RESULT OF FAILURE ON THE CONTRACTOR'S PART TO PRE-TRENCH.

2. EXTREME CAUTION MUST BE USED DURING ANY EXCAVATION. ALL EXCAVATIONS MUST BE SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED AS INDICATED IN THE GEOTECHNICAL REPORT'S RECOMMENDATIONS.

3. CONTRACTOR MUST UTILIZE SUBSURFACE UTILITY ENGINEERING METHODS & CORING TO DISCLOSE THE PRESENCE OF ROCK, UTILITIES & OTHER SUBSURFACE ELEMENTS NOT INDICATED ON TOPOGRAPHY SURVEY.

4. CONTRACTOR MUST ENGAGE IN CONSULTATIONS AND COORDINATE WITH IDENTIFIED UTILITY OWNERS.

5. PRE-TRENCHING DIRECTIONS TO CONTRACTOR:

A. CONTRACTOR MUST UTILIZE A SUPPORT SYSTEM STURDY ENOUGH TO WITHSTAND THE PRESSURE OF THE

SOIL.

B. CONTRACTOR MUST UTILIZE A SUPPORT SYSTEM STURDY ENOUGH TO WITHSTAND THE STRESS WHICH MAY BE

EXERTED BY WATER, VIBRATION, OR HEAVY LOADS.

C. CONTRACTOR MUST PROPERLY SUPPORT ANY UNDERGROUND INSTALLATIONS THAT ARE UNCOVERED.

D. CONFORM TO FLORIDA'S TRENCH SAFETY ACT & OSHA REQUIREMENTS.

6. BEFORE TRENCHING OR EXCAVATION, CONTRACTOR MUST CHECK THE FOLLOWING:

A. SOIL CONDITIONS OR OTHER MATERIAL TO BE DUE.

B. PROXIMITY TO UTILITIES, BUILDINGS & SOURCES OF VIBRATIONS.

C. OWNERS OF UTILITIES, SERVICE, OR TRANSMISSION PIPING, ETC. & ARRANGE FOR SHUTDOWN OR RELOCATION

OF FACILITIES, IF NECESSARY.

D. FOR PREVIOUSLY DISTRIBUTED GROUND.

E. FOR TREES, BOULDERS, OR OTHER HAZARDS.

F. ADEQUACY & AVAILABILITY OF ALL EQUIPMENT, INCLUDING PERSONAL PROTECTIVE GEAR, SHORING MATERIALS, SIGNS, BARRICADES & MACHINERY.

7. DURING TRENCHING OR EXCAVATION, CONTRACTOR MUST REGULARLY CHECK FOR THE FOLLOWING:

A. CHANGING GROUND CONDITIONS, PARTICULARLY AFTER RAINFALL.

B. POSSIBLE OXYGEN DEFICIENCY OR GASEOUS CONDITIONS.

C. ADEQUACY OF SHORING AND/OR SLOPING AS WORK PROGRESSES.

D. MAINTENANCE OF ENTRANCE & EXIT FACILITIES.

E. ALL SHEETING, BRACING, SHORING & UNDERPINNING.

F. CHANGES IN VEHICULAR & MACHINERY OPERATIONAL PATTERNS

8. AFTER TRENCHING OR EXCAVATION, THE CONTRACTOR MUST CHECK FOR:

A. DEPTH OF TRENCHING OR EXCAVATION, ITS SLOPING & SHORING.

B. SLOPING OF BANKS, SIDES & WALLS IN RELATION TO DEPTH OF CUT, WATER CONTENT OF SOIL, VIBRATIONS.

C. ENTRANCE & EXIT FACILITIES.

D. LOCATION OF HEAVY EQUIPMENT - POWER SHOVELS, DERRICK, TRUCKS.

E. EXCAVATION MATERIAL IS TWO FEET OR MORE FROM EDGE OF OPENING.

F. PORTABLE TRENCH BOXES OR TRENCH SHIELDS ARE ADEQUATE, IF USED.

G. CROSS BRACES OR TRENCH JACKS ARE CORRECTLY POSITIONED TO PREVENT SLIDING, FALLING OR KICKOUTS.

9. PRE-TRENCHING REQUIREMENTS CHECKLIST:

A. PRIOR TO EXCAVATION, THE CONTRACTOR MUST UNDERTAKE EFFORTS TO DETERMINE UNDERGROUND INSTALLATIONS SUCH AS SEWER, TELEPHONE, WATER, GAS, ELECTRIC LINES, ETC. ARE PRESENT & WHERE

THEY ARE ACTUALLY LOCATED.

B. THE WALLS & FACES OF ALL EXCAVATIONS IN WHICH EMPLOYEES ARE EXPOSED TO DANGER FROM MOVING GROUND SHALL BE GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR SOME OTHER EQUIVALENT

MEANS.

C. THE DETERMINATION OF THE ANGLE OF REPOSE & DESIGN OF THE SUPPORTING SYSTEM SHALL BE BASED ON CAREFUL EVALUATION OF PERTINENT FACTORS SUCH AS: DEPTH OF CUT, POSSIBLE VARIATION IN THE WATER

CONTENT OF THE MATERIALS FROM EXPOSURE TO AIR, SUN AND/OR WATER.

D. ALL SLOPES SHALL BE EXCAVATED TO AT LEAST THE ANGLE OF REPOSE EXCEPT IN AREAS WHERE SOLID

ROCK ALLOWS FOR LINE DRILLING OR PRE SPLITTING.

E. IN EXCAVATIONS WHICH EMPLOYEES MAY BE REQUIRED TO ENTER, EXCAVATED OR OTHER MATERIALS SHALL BE EFFECTIVELY STORED & RETAINED AT LEAST 2 FT OR MORE FROM THE EDGE OF THE EXCAVATION.

10. CONTRACTOR SHALL FIRST RESTORE TRENCH FULL DEPTH INCLUDING 2" LAYER OF ASPHALT. AFTER COMPLETION OF TRENCH RESTORATION THROUGHOUT, THEN CONTRACTOR SHALL INSTALL THE REMAINING 2" ASPHALT.

APPLICABLE AGENCIES, CODES AND STANDARD SPECIFICATIONS

· AMERICANS WITH DISABILITY ACT & ACCESSIBILITY GUIDELINES (ADA)

· CITY OF NORTH MIAMI BEACH'S CODE OF ORDINANCES

· CITY OF NORTH MIAMI BEACH WATER STANDARD DOCUMENTS (CURRENT EDITION)

· FLORIDA ADMINISTRATIVE CODE (FAC)

· FLORIDA BUILDING CODE

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP)

· FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION-

CURRENT EDITION

· MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND

HIGHWAYS (FLORIDA GREENBOOK) (CURRENT EDITION)

· MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) (CURRENT EDITION)

· MIAMI-DADE WATER AND SEWER DEPARTMENT

· OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS

· SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD)

5959 WATERFORD DISTRICT

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

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THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

STORMWATER POLLUTION PREVENTION PLAN (SWPP) NOTES

1. PERMANENT OR TEMPORARY EROSION & SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED AT THE EARLIEST PRACTICABLE TIME CONSISTENT WITH GOOD

CONSTRUCTION PRACTICE. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHALL BE

THE PLACEMENT OF TEMPORARY EROSION & SEDIMENT CONTROL MEASURES AROUND

THE PERIMETER OF THE PROJECT, THE INITIAL WORK AREA, & OTHER AFFECTED

AREAS TO PREVENT STORM WATER POLLUTION.

2. CONFORMANCE WITH SWPP DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITIES

TO PROTECT ADJACENT PROPERTIES, FEATURES & NATURAL ENVIRONMENT FROM THE

POSSIBLE DAMAGE IMPACT THAT MAY ARISE AS A RESULT OF THE CONSTRUCTION .

3. CONTRACTOR SHALL INSTALL PERIMETER POLLUTION PREVENTION CONTROLS AFTER

CLEARING & GRUBBING BUT BEFORE BEGINNING OTHER CONSTRUCTION PHASES.

CONTRACTOR SHALL REMOVE PERIMETER CONTROLS ONLY AFTER ALL AREAS HAVE BEEN

STABILIZED.

4. MODIFICATIONS OR CHANGES TO THE INFORMATION DEPICTED ON THE STORMWATER

POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (FDEP) FOR APPROVAL.

5. IF ADDITIONAL EROSION & SEDIMENT CONTROL BMP'S ARE REQUESTED BY ANY

REGULATORY AGENCY, THE CONTRACTOR SHALL PROMPTLY IMPLEMENT SAID MEASURES

AFTER APPROVAL OF EOR/JURISDICTIONS.

6. MAINTENANCE REQUIREMENTS:

A. THE PLAN SHALL INCLUDE A DESCRIPTION OF PROCEDURES THAT WILL BE

FOLLOWED TO ENSURE THE TIMELY MAINTENANCE OF VEGETATION, EROSION AND

SEDIMENT CONTROLS, STORMWATER MANAGEMENT PRACTICES, AND OTHER

PROTECTIVE MEASURES AND BMPS SO THEY WILL REMAIN IN GOOD AND EFFECTIVE

OPERATING CONDITION.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE & REPAIRS OF

EROSION & SEDIMENT CONTROL/SWPP DEVICES PER THE FDOT STANDARD

SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION (CURRENT EDITION). THE

MAINTENANCE OF THESE DEVICES SHALL OCCUR UNTIL BCAD'S REPRESENTATIVE

ESTABLISHES AREAS AS PERMANENTLY STABILIZED. THE CONTRACTOR SHALL

REMOVE ALL TEMPORARY EROSION AFTER COMPLETION OF THE PROJECT.

C. EROSION & SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED BY

THE CONTRATOR TO PERFORM THE INTENDED FUNCTION DURING CONSTRUCTION OF

THE PROJECT.

D. CONTRACTOR SHALL VERIFY THAT ALL DRAINAGE STRUCTURES, WITHIN THE PROJECT

LIMITS WHETHER INDICATED ON THE PLANS OR NOT ARE PROTECTED IN

ACCORDANCE WITH THE ESTABLISHED METHODS AS NOTED ABOVE.

E. DUST, RESULTING FROM PROPOSED DEMOLITION ACTIVITIES, MUST BE PREVENTED

FROM INTRUSION INTO THE STORMWATER CONVEYANCE SYSTEM. APPROPRIATE DUST

CONTROL TECHNIQUES (WATER OR SLURRY) MUST BE RETAINED ON SITE. CALCIUM

CHLORIDE, OILS OR OTHER CHEMICAL DUST CONTROL AGENTS SHALL NOT BE

UTILIZED.

F. THE EXISTING DRAINAGE FLOW PATTERNS SHALL BE MAINTAINED DURING

CONSTRUCTION.

G. THE CONTRACTOR SHALL MONITOR ALL POLLUTION CONTROL DEVICES TO ENSURE

SUFFICIENT CONVEYANCE OF STORMWATER RUNOFF & TO ELIMINATE SOIL EROSION

DURING CONSTRUCTION.

H. CONTRACTOR SHALL COVER LOADED TRUCKS WITH TARPAULINS.

I. CONTRACTOR SHALL REMOVE EXCESS DIRT FROM WORK SITE ON A DAILY BASIS.

J. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE STAKED SILT FENCE

WHEN IT REACHES ONE-THIRD OF THE FENCE BARRIER OR WHENEVER FLOW IS

IMPEDED.

K. AT NO TIME SHOULD SEDIMENTS BE ALLOWED TO ACCUMULATE WITHIN DRAINAGE

STRUCTURE & CONVEYANCE PIPELINES. STRUCTURES & PIPELINES SHALL BE

CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH

SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.

L. STOCKPILE OF EARTH & OTHER CONSTRUCTION RELATED MATERIAL SHALL BE

PROTECTED AGAINST ACCIDENTAL TRANSPORTATION FROM PROJECT SITE BY WIND &

WATER FLOW.

M. ALL STORM DRAINAGE SYSTEMS MADE OPERABLE DURING CONSTRUCTION SHALL BE

PROTECTED SO THAT SEDIMENT WATER CANNOT GAIN ENTRY INTO THE CONVEYANCE

SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE

SEDIMENTS.

7. THE FOLLOWING NON-STORMWATER DISCHARGES ARE PROHIBITED:

A. WASTEWATER FROM WASHOUT OF CONCRETE.

B. WASTEWATER FROM WASHOUT AND CLEANOUTS OF STUCCO, PAINT, FORM RELEASE

OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS.

C. FUELS, OILS, OR OTHER POLLUTANTS ASSOCIATED WITH VEHICLE AND EQUIPMENT

OPERATION AND MAINTENANCE.

D. SOAPS OR SOLVENTS USED IN VEHICLE OR EQUIPMENT WASHING OR CLEANING.

8. POLLUTION PREVENTION CONTROLS. THE CONTRACTOR SHALL PROVIDE FOR THE

DESIGN, INSTALLATION, IMPLEMENTATION, AND MAINTENANCE OF EFFECTIVE POLLUTION

PREVENTION MEASURES TO ACCOMPLISH ALL OF THE FOLLOWING:

A. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE

WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. TREAT WASH WATERS

USING A TREATMENT SYSTEM SO THAT THEY DO NOT CAUSE OR CONTRIBUTE TO

VIOLATIONS OF WATER QUALITY STANDARDS.

B. MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS,

CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES,

HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT ON

THE SITE TO PRECIPITATION AND TO STORMWATER.

C. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS; AND

IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES.

D. CONTROL WASTES, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER,

AND SANITARY WASTE, IN ACCORDANCE WITH ALL APPLICABLE STATE, LOCAL, AND

FEDERAL REGULATIONS.

E. FOLLOW ALL APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER, AND

SEPTIC SYSTEM REGULATIONS.

F. USE PROPER APPLICATION RATES AND METHODS FOR FERTILIZERS, HERBICIDES,

AND PESTICIDES. SET FORTH HOW THESE PROCEDURES WILL BE IMPLEMENTED AND

ENFORCED. APPLY NUTRIENTS ONLY AT RATES NECESSARY TO ESTABLISH AND

MAINTAIN VEGETATION AND CONSISTENT WITH ALL LABELING REQUIREMENTS.

G. LIMIT THE APPLICATION, GENERATION, AND MIGRATION OF TOXIC SUBSTANCES; AND

PROPERLY STORE AND DISPOSE OF TOXIC MATERIALS.

9. EROSION AND SEDIMENT CONTROLS. THE CONTRACTOR SHALL PROVIDE FOR THE

DESIGN, INSTALLATION, IMPLEMENTATION, AND MAINTENANCE OF APPROPRIATE

EROSION AND SEDIMENT CONTROLS TO ACCOMPLISH ALL OF THE FOLLOWING:

A. CONTROL STORMWATER VOLUME AND VELOCITY WITHIN THE SITE TO MINIMIZE SOIL

EROSION.

B. CONTROL STORMWATER PEAK DISCHARGE RATES AND VOLUME TO MINIMIZE EROSION

AT DISCHARGE OUTFALLS AND TO MINIMIZE DOWNSTREAM CHANNEL AND

STREAMBANK EROSION.

C. MINIMIZE THE AMOUNT OF SOIL EXPOSED DURING THE CONSTRUCTION ACTIVITY.

D. MINIMIZE THE DISTURBANCE OF STEEP SLOPES.

E. MINIMIZE SEDIMENT DISCHARGES FROM THE SITE. THE DESIGN, INSTALLATION,

AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS SHALL ADDRESS FACTORS

SUCH AS THE AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION;

THE NATURE OF THE RESULTING STORMWATER; AND SOIL CHARACTERISTICS,

INCLUDING THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON

THE SITE.

F. MINIMIZE OFF-SITE VEHICLE TRACKING OF SEDIMENTS ONTO PAVED SURFACES AND

THE GENERATION OF DUST. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE,

OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY

SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS.

G. WHERE FEASIBLE, DIRECT STORMWATER TO VEGETATED AREAS TO INCREASE

SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION AND TO PROVIDE

AND MAINTAIN NATURAL BUFFERS ADJACENT TO SURFACE WATERS OF THE STATE.

H. MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOIL.

10. INSPECTIONS. AN INSPECTOR QUALIFIED IN ACCORDANCE WITH PART II.12. OF DEP

DOCUMENT NO. 62-621.300(4)(A), EFFECTIVE FEBRUARY 17, 2009, INCORPORATED BY

REFERENCE IN PARAGRAPH 62-621.300(4)(A), F.A.C., (PROVIDED BY THE OWNER OR

OPERATOR) SHALL PERFORM ALL REQUIRED SITE INSPECTIONS. SITE INSPECTIONS

MUST INCLUDE ALL POINTS OF DISCHARGE INTO SURFACE WATERS OR AN MS4;

DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY

STABILIZED; AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO

PRECIPITATION; STRUCTURAL CONTROLS; AND LOCATIONS WHERE VEHICLES ENTER OR

EXIT THE SITE. SITE INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY

SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50

INCHES OR GREATER. INSPECTIONS SHALL INCLUDE:

A. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE

EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE

POTENTIAL FOR, POLLUTANTS ENTERING THE STORMWATER SYSTEM. THE

STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL

MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY

ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE

INSPECTED TO ASCERTAIN WHETHER EROSION AND SEDIMENT CONTROL AND

STORMWATER TREATMENT MEASURES ARE EFFECTIVE IN PREVENTING OR

MINIMIZING THE DISCHARGE OF POLLUTANTS, INCLUDING RETAINING SEDIMENT

ONSITE PURSUANT TO RULE 62-40.432, F.A.C. LOCATIONS WHERE VEHICLES ENTER

OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT

TRACKING.

B. BASED ON THE RESULTS OF THE INSPECTION, ALL MAINTENANCE OPERATIONS

NEEDED TO ASSURE PROPER OPERATION OF ALL CONTROLS, BMPS, PRACTICES, OR

MEASURES IDENTIFIED IN THE STORMWATER POLLUTION PREVENTION PLAN SHALL

BE DONE IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS

FOLLOWING THE INSPECTION. IF NEEDED, POLLUTION PREVENTION CONTROLS, BMPS,

AND MEASURES IDENTIFIED IN THE PLAN SHALL BE REVISED AS NECESSARY TO

ASSURE PROPER OPERATION OF ALL CONTROLS, BMPS, PRACTICES, OR MEASURES

IDENTIFIED IN THE STORMWATER POLLUTION PREVENTION PLAN. SUCH REVISIONS

SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHANGES TO THE PLAN

WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION.

C. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION; NAME(S) AND

QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION; THE DATE(S) OF THE

INSPECTION; RAINFALL DATA; MAJOR OBSERVATIONS RELATING TO THE

IMPLEMENTATION OF THE STORMWATER POLLUTION PREVENTION PLAN; AND ACTIONS

TAKEN IN ACCORDANCE WITH THE REQUIREMENTS OF THIS PERMIT, SHALL BE MADE

AND RETAINED AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN. SUCH

REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. WHERE A REPORT

DOES NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE, THE REPORT SHALL

CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE

STORMWATER POLLUTION PREVENTION PLAN AND THE GENERIC PERMIT FOR

STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES.

11. CONTRACTOR SHALL KEEP RUNOFF VELOCITIES LOW AND RETAIN RUNOFF ON SITE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN NPDES STORMWATER PERMIT

COVERAGE BY SUBMITTING THE FOLLOWING TO THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (FDEP).

A. PREPARE AND SUBMIT A CGP NOTICE OF INTENT (NOI) (DEP FORM 62-621.300(4)(B)

B. DEVELOP AND SUBMIT A STORMWATER POLLUTION PREVENTION PLAN (SWPP). IN

PART, THE PLAN MUST INCLUDE THE FOLLOWING:

· A SITE EVALUATION OF HOW AND WHERE POLLUTANTS MAY BE MOBILIZED BY

STORMWATER.

· A SITE PLAN FOR MANAGING STORMWATER RUNOFF.

· IDENTIFICATION OF APPROPRIATE EROSION AND SEDIMENT CONTROLS AND

STORMWATER BEST MANAGEMENT PRACTICES (BMPs) TO REDUCE EROSION, SEDIMENTATION, AND STORMWATER POLLUTION.

· A MAINTENANCE AND INSPECTION SCHEDULE.

· A RECORDKEEPING PROCESS.

· IDENTIFICATION OF STORMWATER EXIT AREAS.

C. PREPARE AND SUBMIT A NOTICE OF TERMINATION (NOT) (DEP FORM 62-621.300(6) IN

ORDER TO DISCONTINUE PERMIT COVERAGE. ALSO AN NOT MAY BE SUBMITTED ONLY

WHEN THE SITE MEETS THE ELIGIBILITY REQUIREMENTS FOR TERMINATION

SPECIFIED IN THE CGP.

5959 WATERFORD DISTRICT

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

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G-3.0

FLOATING TURBIDITY

BARRIER

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

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FOLIO:

0722210034060

FOLIO:

0722210034800

FOLIO:

0722210034300

FOLIO:

0722210033870

FOLIO:

0722210034080

FOLIO:

0722210033650

FOLIO:

0722210033860

FOLIO:

0722210034050

FOLIO:

0722210034880

FOLIO:

0722210033463

FOLIO:

0722210033470

FOLIO:

0722210033661

FOLIO:

0722210033461

FOLIO:

0722210033660

NE 25 AVE

N E

L

N

N E

S

T

N E

T

E R R

N E

L

N

N E

S

T

R /W

R /W R

/WR

/W

R /W

R

/WR

/WR

/W

R /W

R /W

R /W

R /W

R /W

R /W

EOP

EOP

EOP

EOP

EOP

OLETA RIVER STATE PARK

1 1 1

1 1

FOLIO:

0722210034870

FOLIO:

0722210034860

FOLIO:

0722210034850

FOLIO:

0722210034840

FOLIO:

0722210034830

FOLIO:

0722210034820

FOLIO:

0722210034810

FOLIO:

0722210031087

FOLIO:

0722210031086

FOLIO:

0722210031084

FOLIO:

0722210033480

FOLIO:

0722210033462

FOLIO:

0722210033490

FOLIO:

0722210033460

FOLIO:

0722210033670

FOLIO:

0722210033640

FOLIO:

0722210034310

FOLIO:

0722210034055

FOLIO:

0722210033850

FOLIO:

0722210034090

FOLIO:

0722210034046

FOLIO:

0722210034290

FOLIO:

0722210033880

FOLIO:

0722210034780

FOLIO:

0722210034295

FOLIO:

0722210034790

EXIST OUTFALL

EXIST OUTFALL

EXIST OUTFALL

EXIST OUTFALL

START FLOATING

TURBIDITY BARRIER

END FLOATING

TURBIDITY BARRIER

START FLOATING

TURBIDITY BARRIER

END FLOATING

TURBIDITY BARRIER

START FLOATING

TURBIDITY BARRIER

END FLOATING

TURBIDITY BARRIER

START FLOATING

TURBIDITY BARRIER

END FLOATING

TURBIDITY BARRIER

EXIST CDS STRUCTURE

EXIST CDS STRUCTURE

LEGEND

PROTECT EXIST INLET DRAIN STRUCTURE

WITH INLET INSERT SEDIMENT CONTAINMENT

SYSTEM OR APPROVED EQUAL (PRIOR TO

CONSTRUCTION)

PROTECT EXIST OUTFALL WITH FLOATING

TURBIDITY BARRIER

NOTE

THE FLOATING TURBIDITY BARRIERS ARE TO

BE SECURELY INSTALLED IN SUCH A MANNER

AS TO FULLY CONTAIN TURBIDITY DURING

CONSTRUCTION.

5959 WATERFORD DISTRICT

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

C

IT

Y

OF

N

OR

TH

M

IA

M I B E

AC

H

H

IG

H

LA

N D V

IL

LA

GE

S

TO

R M W

AT

E R I M P R

OV

E M E N

TS

P H

AS

E

L:

\P ro je ct \1

9P ro je ct \1

.W W

-0

C it y of N or th

M ia m i B ea ch \1

.W R

-0

H ig hl an d V il la ge

S to rm w at er P ha se

\c iv il \d ra w in gs

\C -1

.0 S

W W P .d w g

S ep te m be r 3, 9:

A M

E

LI

AS

G

U E V

AR

A

D R

AW

IN

G

S C

AL

E S

H

OW

N C

OR

R E S P

ON

D S T

O P

LO

T S

IZ

E O

F

4" X

IF

T H

IS

D R

AW

IN

G

IS

P

LO

TT

E D O

N O

TH

E R S

IZ

E S

H E E T

E N

GI

N E E R O

F R

E C

OR

D D

OE

S N

OT

W

AR

R

AN

T

AC

C U R

AC

Y

OF

D R

AW

IN

G

S C

AL

E

S

TO

R M W

AT

E R P

OL

LU

TI

ON

P R E V E N

TI

ON

P

LA

N

C-1.0

N

GRAPHIC SCALE

(IN FEET)

0 20' 40'

SCALE: 1"=20'

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

E

E

D

D D

DD

D

D

DD

D

S

S

S

S

S

S

S

S

W

WWW

W

G G

G

G G

G

G G

(HDPE) COUPLINGCUT AND CONNECT PROP 18"

(HDPE) W/ ADAPTER COUPLING

PER FDOT INDEX 430-001

FOLIO: 0722210034860

13571 NE 25 AVE

N E

T

E R R

NE 25 AVE

N E

L

N

N E

S

T

N E

T

E R R

N E

L

N

N E

S T

R /W

R /W

R /W

R /W

R /W

R

/WR

/WR

/W

R /W

R /W

R /W

R /W

R /W

R /W

EOP

EOP

EOP

EOP

EOP

OLETA RIVER STATE PARK

CUT AND CONNECT PROP 30"

(HDPE) W/ ADAPTER COUPLING

EXIST 8" (DIP) WM

EXIST 2" (GS) WM

EXIST 2" (GS) WM

EXIST 2" (GS) WM

EXIST 2" (GS) WM

EXIST 8" (PVC) WM

EXIST 8" (PVC) WM

EXIST 8" (PVC) SAN

EXIST 8" (PVC) SAN

EXIST 8" (PVC) SAN

EXIST 18" (PVC) SS

EXIST 36" SS

EXIST 18" (CORR. METAL) SS

EXIST 18" (HDPE) SS

EXIST 12" (PVC) SS

EXIST 36" (PVC) SS

EXIST 15" (PVC) SS

EXIST 36" SS

EXIST 2" (GS) WM

EXIST 8" (DIP) WM

EXIST 2" (GS) WM

EXIST 2" (GS) WM

EXIST 30" SS

EXIST 20 LF SS TO BE GROUT

FILLED AND ABANDONED

PLUG INVERTS AT CONNECTING STRUCTURES

EXIST 32" (HDPE) SS

EXIST 30" SS

EXIST 12" (PVC) SS

EXIST 42" (HDPE) SS

EXIST 12" (IRON) SS

EXIST 18" (HDPE) SS

EXIST 30" (HDPE) SS

EXIST 18" (HDPE) SS

EXIST 18" (IRON) SS

EXIST 42" (HDPE) SS

PROP 8LF 30" (CORR. HP DW HDPE) SS W/ CV

EXIST 8" (PVC) SAN

PROP 8LF 18" (CORR. HP DW HDPE) SS

FOLIO: 0722210034060

2498 NE 136 ST

FOLIO: 0722210034800

2500 NE 135 TER

FOLIO: 0722210033870

2499 NE 136 ST

FOLIO: 0722210034080

2499 NE 135 LN

FOLIO: 0722210033650

2498 NE 136 LNFOLIO: 0722210033860

2498 NE 136 TER

FOLIO: 0722210034050

2494 NE 136 ST FOLIO: 0722210033463

LOT 22

FOLIO: 0722210033470

2498 NE 137 ST

FOLIO: 0722210033661

2495 NE 136 TER

FOLIO: 0722210033461

2499 NE 136 LN

FOLIO: 0722210033660

2499 NE 136 TER

FOLIO: 0722210034870

13561 NE 25 AVE

FOLIO: 0722210034850

13581 NE 25 AVE

FOLIO: 0722210034840

13621 NE 25 AVE

FOLIO: 0722210034830

13631 NE 25 AVE

FOLIO:

0722210034810

13691 NE 25 AVE

FOLIO: 0722210031087

2499 NE 137 ST

FOLIO: 0722210031086

2495 NE 137 ST

FOLIO: 0722210034310

2485 NE 135 TER

FOLIO: 0722210034295

13795 NE 20 PL

FOLIO: 0722210034790

2496 NE 135 TER

EXIST OUTFALL

EXIST OUTFALL

EXIST OUTFALL

EXIST OUTFALL

INTERSECTION OF NE 25TH

AVE AND NE 135TH TERR

N: 570591.78 E: 935321.06

INTERSECTION OF NE 25TH

AVE AND NE 135TH LN

N: 570694.70 E: 935316.85

INTERSECTION OF NE 25TH

AVE AND NE 136TH ST

N: 570801.11 E: 935312.50

INTERSECTION OF NE 25TH

AVE AND NE 136TH TERR

N: 570911.02 E: 935308.00

INTERSECTION OF NE 25TH

AVE AND NE 137TH ST

N: 571120.35 E: 935299.43

EXIST 8" (PVC) WM

EXIST 36" (PVC) SS

CUT AND CONNECT PROP 18"

(HDPE) W/ ADAPTER COUPLING

PROP 8LF 18" (CORR. HP DW HDPE) SS W/ CV

FOLIO: 0722210034300

2498 NE 135 LN

EXIST 2" (GS) WM INSTALL PROP CPS ON

NORTH INVERT OF EXIST STORM

STRUCTURE (SEE DETAIL C-2.2)

S2° 20' 37.79"E

PROP 4" (PVC) WM

(BY PROJECT WATR2007F)

(TYP.)

EXIST 8" (PVC) SAN

EXIST 8" (PVC) SAN

EXIST CDS STRUCTURE

EXIST CDS STRUCTURE

INTERSECTION OF NE 25TH

AVE AND NE 136TH LN

N: 571017.43 E: 935303.64

EXIST 18" (CORR. METAL) SS

EXIST 36" SS

FOLIO: 0722210034880

13541 NE 25 AVE

FOLIO: 0722210034820

13671 NE 25 AVE

P/L P/L P/L P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L P/L

P/L

P/L P/L

P/L P/L

P/L

P/L

P/LP/L

P/L

P/L

P/L

P/L

P/L

P/L

PROP 8LF 18" (CORR. HP DW HDPE) SS W/ CV

EXIST WEIR CHAMBEREXIST WEIR CHAMBER

PROP S-1 (REFER TO DETAIL C-2.1)

(FDOT MANHOLE J-48"x48"

(ALTERNATE B))

W/ CPS TO THE WEST

N: 570587.50 E: 935363.71

EXIST 2" (GS) WM

EXIST 20 LF SS TO BE GROUT

FILLED AND ABANDONED

PLUG INVERTS AT CONNECTING STRUCTURES

INSTALL PROP CPS ON

SOUTH INVERT OF EXIST STORM

STRUCTURE (SEE DETAIL C-2.2)

STRUCTURE TABLE

STRUCTURE ID

S-1

RIM ELEV

(FT)

4.32'

BOTTOM

ELEV (FT)

-2.82'

CONNECTED PIPES

INV. = 0.68' (W), 18'' CORR. HP DW HDPE

INV. = 0.68' (E), 18'' CORR. HP DW HDPE

NOTES

FDOT MANHOLE J-48"X48"

(ALTERNATE B)

EXIST MANHOLE

DETAIL C-2.2

PROPOSED CONNECTOR PIPE

SCREEN IN EXIST MANHOLE

PROP CONNECTOR PIPE SCREEN (CPS)

(REFER TO PLAN VIEW FOR

LOCATION OF PROP CPS)

TO OUTFALL

V

AR

IE

S

EXIST STORM SEWER PIPE (TYP.)

INFLOW

PROP CORRUGATED HDPE PIPE & BOOT ADAPTER (TYP.)

REPLACEMENT OF EXISTING PIPE ONLY IF EXISTING PIPE

OR WORK SPACE DEEMED UNFIT FOR CHECK VALVE

INSTALLATION BY CHECK VALVE MANUFACTURER

PROP MANHOLE (SEE FDOT

INDEX 425-010 FOR MANHOLE

INSTALLATION REQUIREMENTS)

PROP ULTRAFLEX CHECKMATE CHECK

VALVE OR APPROVED EQUAL (SIZE VARIES.

REFER TO STRUCTURE TABLE FOR SIZES.)

PROP HDPE STORM SEWER PIPE (TYP.)

EXIST STORM SEWER PIPE (TYP.)

CUT AND CONNECT WITH

PROP ADAPTER COUPLING (TYP.)

PER FDOT INDEX 430-001

(SIZE VARIES. REFER TO

STRUCTURE TABLE FOR SIZES.)

DETAIL C-2.1

PROPOSED IN-LINE CHECK VALVE FOR

STRUCTURE S-1

PROP REMOVABLE CONNECTOR PIPE SCREEN (CPS)

(REFER TO SHEET C-3.2 FOR DETAIL)

TO OUTFALL

M

IN

PROP CAST IRON FRAME AND COVER (REFER TO SHEET C-3.1 FOR DETAIL 1)

PROP CORRUGATED HDPE PIPE BOOT ADAPTER (TYP.)

(SIZE VARIES. REFER TO STRUCTURE TABLE FOR SIZES.)

PROP BRICK ADJUSTMENT

(SEE FDOT INDEX 425-001)

INFLOW

5959 WATERFORD DISTRICT

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

C

IT

Y

OF

N

OR

TH

M

IA

M I B E

AC

H

H

IG

H

LA

N D V

IL

LA

GE

S

TO

R M W

AT

E R I M P R

OV

E M E N

TS

P H

AS

E

L:

\P ro je ct \1

9P ro je ct \1

.W W

-0

C it y of N or th

M ia m i B ea ch \1

.W R

-0

H ig hl an d V il la ge

S to rm w at er P ha se

\c iv il \d ra w in gs

\C -2

.0 S

TR

M I M P V .d w g

Ju ly

0, 7:

P M

E

LI

AS

G

U E V

AR

A

D R

AW

IN

G

S C

AL

E S

H

OW

N C

OR

R E S P

ON

D S T

O P

LO

T S

IZ

E O

F

4" X

IF

T H

IS

D R

AW

IN

G

IS

P

LO

TT

E D O

N O

TH

E R S

IZ

E S

H E E T

E N

GI

N E E R O

F R

E C

OR

D D

OE

S N

OT

W

AR

R

AN

T

AC

C U R

AC

Y

OF

D R

AW

IN

G

S C

AL

E

S

TO

R M W

AT

E R I M P R

OV

E M E N

TS

P

LA

N

C-2.0

N

GRAPHIC SCALE

(IN FEET)

0 20' 40'

SCALE: 1"=20'

NOTE:

1. CONTRACTOR SHALL FIELD VERIFY EXIST PIPE SIZE

MATERIAL, AND INVERTS PRIOR TO ORDERING STORM

STRUCTURE, CHECK VALVES, PIPES AND

APPURTENANT MATERIALS.

2. PROP CORRUGATED HDPE PIPE SHALL BE DUAL

WALLED.

3. CONTRACTOR SHALL PROTECT ALL OVERHEAD

UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL

REFERENCE UTILITY AGENCY OWNER MATRIX FOR

CONTACT INFORMATION.

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

C

IT

Y

OF

N

OR

TH

M

IA

M I B E

AC

H

H

IG

H

LA

N D V

IL

LA

GE

S

TO

R M W

AT

E R I M P R

OV

E M E N

TS

P H

AS

E

L:

\P ro je ct \1

9P ro je ct \1

.W W

-0

C it y of N or th

M ia m i B ea ch \1

.W R

-0

H ig hl an d V il la ge

S to rm w at er P ha se

\c iv il \d ra w in gs

\C -3

.0 S

TR

M D

TL

S .d w g

Ju ly

0, 7:

P M

E

LI

AS

G

U E V

AR

A

D R

AW

IN

G

S C

AL

E S

H

OW

N C

OR

R E S P

ON

D S T

O P

LO

T S

IZ

E O

F

4" X

IF

T H

IS

D R

AW

IN

G

IS

P

LO

TT

E D O

N O

TH

E R S

IZ

E S

H E E T

E N

GI

N E E R O

F R

E C

OR

D D

OE

S N

OT

W

AR

R

AN

T

AC

C U R

AC

Y

OF

D R

AW

IN

G

S C

AL

E

C

IV

IL

D

E

TA

IL

S

OF

C-3.1

STORM

DETAIL 1- STORM SEWER MANHOLE COVER

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

DRIVE, SUITE 410

MIAMI, FLORIDA 33126

E L

I A S G U E V A RA

PROFESSIONA L ENGINEERF LOR I DA

NO. 94538

STATE OF

L ICENSE

NORTH MIAMI BEACH

17050 NE 19 AVENUE

NORTH MIAMI BEACH, FL

33162

DESIGN TICKET NO. 250103201

C

IT

Y

OF

N

OR

TH

M

IA

M I B E

AC

H

H

IG

H

LA

N D V

IL

LA

GE

S

TO

R M W

AT

E R I M P R

OV

E M E N

TS

P H

AS

E

L:

\P ro je ct \1

9P ro je ct \1

.W W

-0

C it y of N or th

M ia m i B ea ch \1

.W R

-0

H ig hl an d V il la ge

S to rm w at er P ha se

\c iv il \d ra w in gs

\C -3

.0 S

TR

M D

TL

S .d w g

Ju ly

0, :3

AM

E

LI

AS

G

U E V

AR

A

D R

AW

IN

G

S C

AL

E S

H

OW

N C

OR

R E S P

ON

D S T

O P

LO

T S

IZ

E O

F

4" X

IF

T H

IS

D R

AW

IN

G

IS

P

LO

TT

E D O

N O

TH

E R S

IZ

E S

H E E T

E N

GI

N E E R O

F R

E C

OR

D D

OE

S N

OT

W

AR

R

AN

T

AC

C U R

AC

Y

OF

D R

AW

IN

G

S C

AL

E

C

IV

IL

D

E

TA

IL

S

OF

C-3.2

INLET FILTER PIPE SCREEN QUICK RELEASE DETAIL

NOTES:

1. WALL MOUNTED BRACKETS SHALL BE QUICK RELEASE TYPE.

2. ANCHORS, BOLTS, BRACKETS, HINGES, SUPPORT AND PERFORATED SCREEN

SHALL BE STAINLESS STEEL.

3. SHELF SHALL BE PLACED FLUSHED AT THE BOTTOM OF THE CONNECTOR PIPE

SCREEN.

A A

A-A

PROP MANHOLE

PROP SHELF

PROP CONNECTOR PIPE SCREEN

PROP HDPE PIPE AND

FLEXIBLE BOOT

ADAPTER (TYP.)

PROP FRAME AND COVER

PROP SHELF

PROP SHELF SUPPPORT

PROP CONNECTOR PIPE SCREEN

PROP S.S. PERFORATED OPEN AREA

PROP HANDLE

PROP HDPE PIPE AND

FLEXIBLE BOOT

ADAPTER (TYP.)

PLAN

N.T.S

SECTION

N.T.S

6'

M

IN

6'

M

IN

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY ELIAS GUEVARA, P.E.

ON DATE ADJACENT TO THE SEAL.

E

E

D

D D

DD

D

D

DD

D

S

S

S

S

S

S

S

S

W

WWW

W

G G

G

G G

G

G G

FOLIO:

0722210034060

FOLIO:

0722210034800

FOLIO:

0722210034300

FOLIO:

0722210033870

FOLIO:

0722210034080

FOLIO:

0722210033650

FOLIO:

0722210033860

FOLIO:

0722210034050

FOLIO:

0722210034880

FOLIO:

0722210033463

FOLIO:

0722210033470

FOLIO:

0722210033661

FOLIO:

0722210033461

FOLIO:

0722210033660

OLETA RIVER STATE PARK

FOLIO:

0722210034870

FOLIO:

0722210034860

FOLIO:

0722210034850

FOLIO:

0722210034840

FOLIO:

0722210034830

FOLIO:

0722210034810

FOLIO:

0722210031087

FOLIO:

0722210031086

FOLIO:

0722210034295

FOLIO:

0722210034790

FOLIO:

0722210034820

N E

T

E R R

NE 25 AVE

N E

L

N

N E

S

T

N E

T

E R R

N E

L

N

N E

S

T

R /W

R /W R /W

R /W

R /W

R

/WR

/W

R /W

R /W

R /W

R /W

R

/WR

/W

EOP

EOP

EOP

EOP

EOP

N: 570704.30 E: 935296.83

N: 570722.37 E: 935330.73

N: 570601.17 E: 935294.76

N: 570582.79 E: 935295.47

N: 570585.42 E: 935389.62

N: 570605.32 E: 935389.80

N: 570990.55 E: 935294.83

N: 570991.34 E: 935314.23

N: 571043.54 E: 935293.58

24" STOP BAR

N: 571011.80 E: 935285.64

24" STOP BAR

N: 570613.51 E: 935313.13

6" DOUBLE YELLOW SOLID STRIPE

W/ YELLOW RPM'S @ 40' C-C (TYP.)

24" STOP BAR

N: 570683.22 E: 935297.22

6" DOUBLE YELLOW SOLID STRIPE

W/ YELLOW RPM'S @ 40' C-C (TYP.)

N: 570722.14 E: 935325.43

N: 570721.40 E: 935307.51

N: 570690.09 E: 935327.14

N: 570676.89 E: 935332.59 N: 570681.91 E: 935332.39

N: 570689.31 E: 935332.08

N: 570708.47 E: 935331.30

EXIST MAILBOX TO BE REINSTALLED

EXIST "NO DUMPING ALLOWED"

SPECIAL SIGN TO REMAIN

R1-1

D3-1

STOP

NE 25 AV

NE 25 AVNE

6 T

ERNE 136 TER

R1-1

D3-1

STOP

NE 25 AV

NE 25 AVNE

6 S

TNE 136 ST

R1-1

D3-1

STOP

NE 25 AV

NE 25 AVNE

5 L

NNE 135 LN

R 1-

D 3-

ST

OP

NE

5 T

ERNE 135 TER

NE 25 AV

NE 25 AV

NO

PARKING ANY

TIME

OM4-1

R07-01

OM4-1

N: 570604.51 E: 935337.12

24" x 24"

OM1-1

24" x 24"

OM1-1

24" x 24"

OM1-1

24" x 12" W1-7

RESTORE EXIST OM4-1 SIGNS

24" x 24"

OM1-1

24" x 24"

OM1-1

24" x 24"

OM1-1

24" x 12" W1-7

R 1-1

30" x 30" D

3-1

STOP

NE 137TH ST NE

7TH

ST

NE 25 AV

NE 25 AV

.0

N: 570680.58 E: 935327.69

50.0' N: 570685.54 E: 935327.61 N: 570708.19

E: 935326.01

6" DOUBLE YELLOW SOLID STRIPE

W/ YELLOW RPM'S @ 40' C-C (TYP.)

N: 571044.32 E: 935312.46

N: 571028.81 E: 935273.15

N: 571005.15 E: 935274.12 50

.0

R1-1

D3-1

STOP

NE 25 AV

NE 25 AVNE

6 L

NNE 136 LN

DD

D

LEGEND

LIMITS OF PAVEMENT RESTORATION

1" MILL & 1" RESURFACE

LIMITS OF SOD RESTORATION

LIMITS OF GRAVEL RESTORATION

LIMITS OF 4'' CONCRETE SIDEWALK

RESTORATION

5959 WATERFORD DISTRICT

DRIVE,…