SW_34th_Terr_100P_Design_Plans.pdf

LOCATION MAP

N.T.S

PROJECT

LOCATION

SECTION 36, TOWNSHIP 50, RANGE 41

N

CITY OF DANIA BEACH

SW 34 TERRACE STORMWATER

IMPROVEMENTS

100% SUBMITTAL

DATE OF ISSUE: 02/07/2022

21-090.040

COV-1

01 22

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CLIENT PROJECT NUMBER

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Co ve r S he et .d w g

OF

REGISTRATION

500 West Cypress Creek Road, Suite 630

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

INDEX OF DRAWINGS

SHT # DWG # SHEET TITLE

1 COV-1 COVER

2 KEY-1 KEY SHEET

3 - 4 GN-1 - GN-2 GENERAL NOTES

5 - 6 EC-1 - EC-2 EXISTING CONDITIONS AND DEMOLITION PLAN

7 - 10 PGD-1 - PGD-4 PAVING, GRADING AND DRAINAGE PLAN

11 PRO-1 PROFILES

12 - 13 R-1 - R-2 RESTORATION PLAN

14 - 15 PPP-1 - PPP - 2 POLLUTION PREVENTION PLAN

16 - 22 DET 1 - DET-7 DETAILS

THE FOLLOWING ITEMS ARE NOT REVIEWED OR ACCEPTED BY BROWARD COUNTY:

1. BROWARD COUNTY TRAFFIC ENGINEERING DIVISION DOES NOT REVIEW AND APPROVE, OR

INSPECT AND ACCEPT THE FOLLOWING ITEMS FOR MAINTENANCE: PAVEMENT MARKINGS ON OR

ADJACENT TO PAVER BRICKS, PAINTED ASPHALT, STAMPED ASPHALT OR PAVEMENT MARKINGS

MADE OF PAVER BRICKS, RAISED INTERSECTIONS AND RELATED MARKINGS AND SIGNING,

UN-WARRANTED CROSSWALKS AND RELATED MARKINGS AND SIGNING, PAINTED / DECORATIVE

CROSSWALKS, RAISED CROSSWALKS AND RELATED MARKINGS AND SIGNING, ADVANCED

WARNING PAVEMENT MARKINGS FOR SPEED TABLES, BLINKER SIGNS, RECTANGULAR RAPID

FLASHER BEACONS AND RELATED MARKINGS AND SIGNING, ON-STREET PARKING AND RELATED

MARKINGS AND SIGNING, IN-ROAD LIGHTING AND RELATED MARKINGS AND SIGNING, GREEN

BIKE LANES, FLEXIBLE DELINEATORS, DECORATIVE SIGNS AND DECORATIVE SIGN POSTS, PLANTERS, ON-SITE PAVEMENT MARKINGS AND SIGNING, OFF-SITE PAVEMENT MARKINGS AND SIGNING IN

RIGHT-OF-WAY THAT IS NOT DEDICATED FOR PUBLIC USE, SIDEWALK WORK OR ASPHALT WORK.

2. THE CITY ENGINEER IS RESPONSIBLE FOR THE REVIEW AND APPROVAL OF THE DESIGN AND

OPERATION OF THE PROJECT, AND FOR THE INSPECTION AND ACCEPTANCE OF THE FOLLOWING

ITEMS THAT WILL BE MAINTAINED BY THE CITY: PAVEMENT MARKINGS ON OR ADJACENT TO PAVER BRICKS, PAINTED ASPHALT, STAMPED ASPHALT OR PAVEMENT MARKINGS MADE OF PAVER BRICKS, PAVEMENT AND SIGNING, UN-WARRANTED MID-BLOCK CROSSWALKS AND RELATED MARKINGS

AND SIGNING, UN-WARRANTED CROSSWALKS AND RELATED MARKINGS AND SIGNING, PAINTED /

DECORATIVE CROSSWALKS, RAISED CROSSWALKS AND RELATED MARKINGS AND SIGNING,

ADVANCED WARNING PAVEMENT MARKINGS FOR SPEED TABLES, BLINKER SIGNS, RECTANGULAR

RAPID FLASHER BEACONS AND RELATED MARKINGS AND SIGNING, ON-STREET PARKING AND

RELATED MARKINGS AND SIGNING, IN-ROAD LIGHTING AND RELATED MARKINGS AND SIGNING,

GREEN BIKE LANES, FLEXIBLE DELINEATORS, DECORATIVE SIGNS AND DECORATIVE SIGN POSTS, PLANTERS, ON-SITE PAVEMENT MARKINGS AND SIGNING, OFF-SITE PAVEMENT MARKINGS AND

SIGNING IN RIGHT-OF-WAY THAT IS NOT DEDICATED FOR PUBLIC USE, SIDEWALK WORK AND

ASPHALT WORK.

3. ALL TRAFFIC CONTROL DEVICES MAINTAINED BY BROWARD COUNTY, THAT ARE REMOVED OR

DAMAGED BY CONSTRUCTION, SHALL BE REPLACED BY CONTRACTOR USING CURRENT BROWARD

COUNTY TRAFFIC ENGINEERING DIVISION STANDARDS.

DEPARTMENT OF PUBLIC SERVICES

CITY OF DANIA BEACH

100 WEST DANIA BEACH BOULEVARD

DANIA BEACH, FLORIDA 33004

Phone: 954-924-6800

GRIFFIN ROAD

SW 44 STREET

JENNIFER L. SMITH, PE

REGISTRATION NO. 72232

DATE: __________

This seal is only valid on printed copies that are dated with an original of the licensee's signature. Scanned or electronic copies are not considered signed and sealed.

JENNIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

P R O F E S S I O N A L E N G I N E

E RSTATE OF

12/17/2021

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AGENCY COMMISSION/COUNCIL

TAMARA JAMES MAYOR

MARCO SALVINO VICE MAYOR

JOYCE DAVIS COMMISSIONER

LAUREN ODMAN COMMISSIONER

LORI LEWELLEN COMMISSIONER

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DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

500 West Cypress Creek Road Suite 630

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

IF NOT ONE INCH ON THIS SHEET,

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JENNIFER L. SMITH, PE

REGISTRATION NO. 72232

DATE: __________

This seal is only valid on printed copies that are dated with an original of the licensee's signature. Scanned or electronic copies are not considered signed and sealed.

JENNIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

P R O F E S S I O N A L E N G I N E

E RSTATE OF

12/17/2021

DANIA BEACH,

FLORIDA

SW 34 TERRACE

STORMWATER

IMPROVEMENTS

02/07/2022

JLS

JM

ARC

KEY SHEET

KEY-1

02 22 100% SUBMITTAL

N

1 INCH = FEET

GRAPHIC SCALE

50 100 200

Xref ..\References\21-090.039 X Title Block 22x34.dwg

DANIA BEACH,

FLORIDA

SW 34 TERRACE

STORMWATER

JM

ARC

GENERAL NOTES

GN-1

03 22100% SUBMITTAL

VERTICAL DATUM INFORMATION

ALL ELEVATIONS SHOWN ON THE DRAWINGS

ARE BASED UPON THE NORTH AMERICAN

VERTICAL DATUM OF 1988. 0.00' NAVD88 IS

EQUIVALENT TO 1.575' NGVD29 IN THIS AREA.

NOTICE INSPECTION REQUIRED 24HRS. PRIOR TO

COMMENCING ANY WORK IN THE PUBLIC R/W

CONTACT THE BROWARD COUNTY HIGHWAY

CONSTRUCTION AND ENGINEERING DIVISION AT

954-577-4600 FOR INSPECTION.

NOTE: APPROVAL OF THIS PLAN DOES NOT

CONSTITUTE A PERMIT FOR CONSTRUCTION A

PERMIT FOR CONSTRUCTION MUST BE OBTAINED

FROM THE BROWARD COUNTY HIGHWAY

CONSTRUCTION AND ENGINEERING DIVISION

PRIOR TO COMMENCING CONSTRUCTION IN THE

PUBLIC RIGHT OF WAY.

ALL MATERIALS USED AND INSTALLATIONS

WITHIN THE PUBLIC RIGHT OF WAY OR

EASEMENTS SHALL BE IN ACCORDANCE WITH

BROWARD COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION SPECIFICATIONS.

BROWARD COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION

PLAN CONSISTENT WITH PLAT

REQUIREMENTS

PUBLIC RIGHT OF WAY APPROVAL FOR

PAVING, GRADING AND DRAINAGE

BY:_________________ DATE:________

DOES NOT INCLUDE APPROVAL

OF PAVEMENT MARKINGS & SIGNS

MUST BE ON JOBSITE AT ALL TIMES DURING

CONSTRUCTION.

PERMIT SET

DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

500 West Cypress Creek Road Suite 630

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY

1"0

Pl ot

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Ge ne ra l N ot es

.d w g

OF

JENNIFER L. SMITH, PE

REGISTRATION NO. 72232

DATE: __________

This seal is only valid on printed copies that are dated with an original of the licensee's signature. Scanned or electronic copies are not considered signed and sealed.

JENNIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

P R O F E S S I O N A L E N G I N E

E RSTATE OF

12/17/2021

GENERAL NOTES

1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES WERE OBTAINED FROM AVAILABLE RECORDS. NEITHER THE CITY NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT LOCATED WHERE SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION WORK. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL ALSO PROVIDE THE ENGINEER WITH RECORD INFORMATION ON ALL FIELD VERIFICATION MEASUREMENTS AS SPECIFIED. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE THE CONSULTANT INFORMATION ON ALL FIELD VERIFICATION MEASUREMENTS AS SPECIFIED. IF AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED CONSTRUCTION UPON EXCAVATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY SO THAT APPROPRIATE MEASURES CAN BE TAKEN. THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO

ADDITIONAL COMPENSATION SHALL BE ALLOWED.

2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING UTILITIES WHETHER SHOWN

OR NOT.

3. THE CONTRACTOR SHALL NOTIFY THE CITY IN ADVANCE OF MAKING ANY CONNECTION TO AN ACTIVE PIPELINE OR

UTILITY SYSTEM.

4. ALL EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION UNLESS APPROVED OTHERWISE IN

WRITING BY THE UTILITY OWNERS.

5. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS TWO (2) BUSINESS DAYS PRIOR TO COMMENCING ANY

PORTION OF THE WORK TO BE PERFORMED DURING OFF-PEAK HOURS (NIGHTS AND SUNDAYS).

6. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON NAVD 1988 DATUM.

7. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER PROPERTY AND SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING CONSTRUCTION

AND SHALL REPAIR SAID DAMAGES AT THE CONTRACTOR'S EXPENSE.

8. THE CONTRACTOR WILL HOLD A PRE-CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION INCLUDING A REPRESENTATIVE FROM THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS, OWNER AND OTHER

APPLICABLE AGENCIES.

9. ALL DEVIATIONS FROM PLANS ARE TO BE APPROVED IN WRITING PRIOR TO CONSTRUCTION AND FOR ALL INSPECTIONS

AND TESTING.

10. THE CITY MUST BE GIVEN A MINIMUM 48 HOURS NOTICE FOR ALL INSPECTIONS UNLESS OTHERWISE AGREED UPON.

11. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS FROM DAMAGES, DISRUPTION OF SERVICE OR DESTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.

12. EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO BE MAINTAINED BY THE CONTRACTOR AND/OR RESET AFTER CONSTRUCTION UNDER

CERTIFICATION BY A FLORIDA REGISTERED SURVEYOR.

13. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE USED AS THE STANDARD FOR ANY SIGNAGE AND

PAVEMENT MARKING REQUIREMENTS OF THE PROJECT.

14. THE EXISTING ELEVATIONS SHOWN HEREIN ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATION ONLY AT THE POSITION SHOWN AND IN NO WAY SHOULD INDICATE ELEVATION AT ANY OTHER POINT OTHER THAN THAT SHOWN.

15. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC (M.O.T.) FOR ANY WORK PERFORMED ON PUBLIC RIGHT-OF-WAY. NOTIFY THE CITY 48 HOURS PRIOR TO BEGIN WORK. ALL M.O.T. WORK SHALL BE AS PER FDOT INDEX NO.

600 SERIES.

16. EXISTING CONDITIONS PRESENTED ARE BASED ON A TOPOGRAPHIC SURVEY PROVIDED BY STONER & ASSOCIATES, INC., PROJECT 21-9216 DATED 05/27/2021. ADDITIONAL INFORMATION WAS OBTAINED FROM AS-BUILTS AND RECORD

DRAWINGS PROVIDED BY UTILITY COMPANIES.

17. ALL WATER METER, COMMUNICATION BOX, CABLE TV BOX, ETC, DAMAGED DURING CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH IDENTICAL OR BETTER AT UTILITY OWNER SATISFACTION.

18. THE WORDS 'NEW', 'PROPOSED', 'INSTALL', 'PROVIDE', OR WORDS WITH SIMILAR MEANING, ON ANY PART OF THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED, UNLESS OTHERWISE SPECIFICALLY STATED, TO MEAN

'FURNISHING AND INSTALL COMPLETE IN PLACE AND READY FOR SERVICE'.

19. THESE CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. WORK DEPICTED UNDER A PARTICULAR DISCIPLINE MAY TRIGGER WORK UNDER A DIFFERENT DISCIPLINE. SUCH WORK REQUIRED FOR THE INTENDED AND PROPER FUNCTION OF THE IMPROVEMENTS, SHALL BE CONSIDERED INCIDENTAL AND PART OF THE CONTRACTOR'S BID PRICE. NO

ADDITIONAL PAYMENT WILL BE MADE FOR SUCH ITEMS.

20. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES, AND UTILITIES WHICH MAY NOT BE SHOWN ON PLANS. ANY EXISTING STRUCTURE, PAVEMENT, TREES OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARILY DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT, SHALL BE REPAIRED, PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE

OWNER.

21. CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE CALL OF FLORIDA AT 811 LEAST 48 HOURS PRIOR TO

PERFORMING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES.

22. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.

23. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE ENGINEER.

24. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS LISTED IN PROJECT SPECIFICATION.

25. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR LEAVE EXCAVATED TRENCHES, OR PORTIONS OF WORK, EXPOSED OR OPEN AT THE END OF THE WORKING DAY, WEEKENDS, HOLIDAYS OR OTHER TIMES. WHEN THE CONTRACTOR IS NOT WORKING, UNLESS OTHERWISE DETERMINED, ANY TRENCH SHALL BE COVERED, FIRMLY SECURED

AND MARKED ACCORDINGLY FOR PEDESTRIAN TRAFFIC.

26. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES.

27. ALL EXCAVATED MATERIAL REMOVED FROM THIS PROJECT SHALL BE DISPOSED OF PROPERLY BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE.

28. CAST IRON PRODUCTS: HEAVY DUTY CLASSIFICATION SUITABLE FOR HIGHWAY TRAFFIC LOADS, OR 16,000 LB. WHEEL

LOADS.

29. STEEL GRATING AND COVERS: TRAFFIC CLASSIFICATION H-20 AASHTO H20: 16,000 LBS OVER 8" X 20" AREA.

30. ALL STRUCTURES MUST BE CAPABLE OF SUSTAINING HEAVY TRAFFIC LOADS.

31. ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE RE-SODDED AND MATCH EXISTING ADJACENT SOD.

32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION, INSTALLATION AND MAINTENANCE OF ALL TRAFFIC CONTROL AND SAFETY DEVICES. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR THE RESETTING OF ALL TRAFFIC

CONTROL AND INFORMATION SIGNING REMOVED DURING CONSTRUCTION PERIOD.

33. EXCAVATED OR OTHER MATERIAL STORED ADJACENT TO OR PARTIALLY UPON A ROADWAY PAVEMENT SHALL BE

ADEQUATELY MARKED FOR TRAFFIC SAFETY AT ALL TIMES.

34. TEMPORARY PATCH MATERIAL MUST BE ON THE JOB SITE WHENEVER PAVEMENT IS CUT, NO PAVEMENT WORK WILL BE

ALLOWED WITHOUT PROPER MATERIAL AVAILABLE FOR TEMPORARY RESTORATION.

35. CONTRACTOR SHALL MAINTAIN TRAFFIC ACCORDING TO CORRESPONDING TYPICAL CONTROL DETAIL AS OUTLINED IN

FLORIDA DEPARTMENT OF TRANSPORTATION REQUIREMENTS.

36. CONTRACTOR SHALL NOTIFY LAW ENFORCEMENT, FIRE PROTECTION SERVICES AND WASTER/RECYCLING SERVICES TWENTY-FOUR (24) HOURS IN ADVANCE OF THE DETOUR IN ACCORDANCE WITH SECTION 336.048 OF FLORIDA STATUTES.

37. COMPLETE AS-BUILT INFORMATION RELATIVE TO LOCATION AND DEPTH OF PIPES, MANHOLES, ETC. SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND PROVIDED TO THE CITY PRIOR TO FINAL ACCEPTANCE OF THE

WORK.

38. ALL WORK TO BE IN COMPLIANCE WITH CITY OF DANIA BEACH DESIGN STANDARDS AND SPECIFICATIONS (LATEST VERSION), MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS AND SPECIFICATIONS (LATEST EDITION) AND BROWARD COUNTY TRAFFIC

ENGINEERING DIVISION.

39. DURING CONSTRUCTION IF SOIL OR GROUNDWATER CONTAMINATION IS ENCOUNTERED OR A SPILL OF A HAZARDOUS MATERIAL OR OIL/GASOLINE OCCURS PLEASE STOP WORK IN THAT AREA AND IMMEDIATELY CONTACT ERMD AT 954-965-4380 OR 963-763-4128. IF SUSPECTED CONTAMINATION OR HAZARDOUS MATERIAL IS FOUND ON THE PROJECT OR ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL CEASE OPERATIONS IN THAT AREA. IMMEDIATELY NOTIFY THE CITY ENGINEER, AND PROTECT THE IMMEDIATE AREA OF SUSPECT CONTAMINATED OR HAZARDOUS MATERIAL FROM FURTHER ACCESS. THE CITY ENGINEER WILL ARRANGE FOR THE INVESTIGATION, IDENTIFICATION

AND/OR REMOVAL/REMEDIATION OF THE MATERIAL IN QUESTION AS NEEDED.

40. UPON DEVELOPMENT OF A SITE-SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP), CONTRACTORS/OPERATORS MUST COMPLETE AND SUBMIT A NOTICE OF INTENT (NOI) TO THE EPA FOR STORMWATER DISCHARGES FROM CONSTRUCTION SITES OVER ONE ACRE. THE EPA REQUIRES 14 DAY NOTICE PRIOR TO COMMENCEMENT OF ANY WORK ON THE PROJECT. THE NOI MUST BE SUBMITTED ONLINE AND INFORMATION ON THIS

SUBMITTAL IS AVAILABLE AT

http://water.epa.gov/polwaste/npdes/stormwater/EPAs-Electronic-Construction-General-Permit-Notice-of-Intent-eNOI-Home-Page.cfm.

PLEASE COPY THE CITY OF DANIA BEACH ON YOUR SUBMITTAL SO THIS OFFICE IS AWARE THAT YOU HAVE APPLIED FOR

THE PERMIT AND THAT CONSTRUCTION IS BEGINNING SOON.

THE CONTRACTOR SHALL COORDINATE SELECTION AND REVIEW OF ANY PROPOSED STAGING AREAS ASSOCIATED WITH THIS PROJECT WITH THE CITY OF DANIA BEACH. A STAGING PLAN WILL BE REQUIRED, PERIMETER FENCE SHALL BE

SCREENED.

41. NO STAGING OF EQUIPMENT/VEHICLES OR MATERIALS WILL BE ALLOWED WITHIN OR ADJACENT TO PRIVATE PROPERTY

OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. CONTRACTOR IS REQUIRED TO PROVIDE A PLAN FOR STAGING

AND/OR STORAGE OF MATERIALS.

42. IF SUSPECTED CONTAMINATION OR HAZARDOUS MATERIAL IS FOUND ON THE PROJECT OR ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL CEASE OPERATIONS IN THAT AREA. IMMEDIATELY NOTIFY THE CITY ENGINEER, AND PROTECT THE IMMEDIATE AREA OF SUSPECT CONTAMINATED OR HAZARDOUS MATERIAL FROM FURTHER ACCESS. THE CITY ENGINEER WILL ARRANGE FOR THE INVESTIGATION, IDENTIFICATION AND/OR

REMOVAL/REMEDIATION OF THE MATERIAL IN QUESTION AS NEEDED.

43. CONTRACTOR SHALL PROVIDE A PLAN DEMONSTRATING PATH OF CONSTRUCTION EQUIPMENT TRAVEL.

44. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE SUCH FOR PERFORMING THE CONTRACTED WORK, THE CONTRACTOR SHALL REQUEST, WRITTEN PERMISSION FROM THE PROJECT ENGINEER. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REQUEST TO THE CITY ENGINEER, WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE, AND PROVIDE A DESCRIPTION OF THE SPECIFIC MANNER IN WHICH THE MATERIAL WILL BE USED. THE PROJECT ENGINEER SHALL COORDINATE WITH THE CITY ENGINEER, PRIOR TO ISSUING WRITTEN APPROVAL TO THE CONTRACTOR. BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AS HAZARDOUS MATERIALS, SUCH PRODUCTS DO NOT REQUIRE AN MSDS SUBMITTAL. ALL BULK PETROLEUM PRODUCTS STORED ON SITE SHALL REQUIRE PROPER STORAGE WHICH INCLUDES SECONDARY CONTAINMENT.

45. WORK SHALL BE PERFORMED ENTIRELY WITHIN THE EXISTING RIGHT-OF-WAY.

46. ALL EXISTING SIGNALIZATION EQUIPMENT IS ASSUMED TO BE IN GOOD WORKING ORDER UNLESS BCTED IS NOTIFIED IN WRITING PRIOR TO THE START OF CONSTRUCTION. ANY SUBSEQUENT DAMAGE TO THE SIGNAL EQUIPMENT SHALL BE

REPAIRED BY THE CONTRACTOR.

DEMOLITION NOTES

1. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH DEMOLITION OPERATIONS.

2. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

3. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR IN-USE FACILITIES WITHOUT PERMISSION FROM OWNER, THE CITY AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS AS REQUIRED BY GOVERNING REGULATIONS. AN MOT PLAN WILL BE

REQUIRED FOR SAFE PEDESTRIAN AND VEHICULAR ACCESSIBILITY.

4. CONDUCT DEMOLITION OPERATIONS TO SAFELY PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS

AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA.

5. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, BARRIERS, RAILINGS, ETC. WHERE REQUIRED BY

AUTHORITIES HAVING JURISDICTION.

6. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN.

7. ADJACENT IMPROVEMENTS SHALL BE CLEANED OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS.

RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.

8. FOR SELECTIVE DEMOLITION, USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING OR CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.

9. DEMOLISH CONCRETE IN SMALL SECTIONS. CUT CONCRETE AT JUNCTURES WITH CONSTRUCTION TO REMAIN, USING

POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.

10. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER; HOWEVER, THIS INFORMATION IS NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER, AND DEPTH OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL ASSIST THE UTILITY COMPANIES, BY EVERY MEANS POSSIBLE, TO DETERMINE SAID

LOCATIONS AND THE LOCATIONS OF RECENT ADDITIONS TO THE SYSTEMS NOT SHOWN.

11. REMOVAL, DEMOLITION, HAULING, AND DISPOSAL SHALL COMPLY WITH REGULATIONS BY F.D.E.P., E.P.A., AND ANY

OTHER AUTHORITY HAVING JURISDICTION.

12. ALL EXISTING STREET LIGHTING WILL REMAIN IN PLACE AND REMAIN IN SERVICE DURING CONSTRUCTION OPERATIONS.

CONTRACTOR SHALL USE CARE TO ENSURE EXISTING CONDUIT, PULLBOXES, AND CONTROL ARE NOT DAMAGED

DURING DEMOLITION OPERATIONS.

13. CONTRACTOR TO PROVIDE TEMPORARY PARKING IF DRIVEWAY IS OBSTRUCTED DURING CONSTRUCTION.

EARTHWORK NOTES

1. THE CONTRACTOR'S BID FOR EARTHWORK SHALL INCLUDE THE EXCAVATION, REMOVAL AND DISPOSAL OF ALL

MATERIALS, OF WHATEVER CHARACTER, WITHIN THE LIMITS OF CONSTRUCTION.

2. ALL TOPSOIL THAT IS SUITABLE FOR LANDSCAPING OR SODDING OPERATIONS MAY BE STOCKPILED NEARBY FOR SUCH

USE IF APPROVED BY THE CITY.

3. WHERE MUCK, ROCK, CLAY, OR OTHER MATERIAL WITHIN THE LIMITS OF CONSTRUCTION IS UNSUITABLE IN ITS ORIGINAL POSITION THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL IN ITS ENTIRETY AND BACKFILL WITH GRANULAR MATERIAL COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD 'D'. GRANULAR BACKFILL TO BE TYPE D (COURSE ROCK BACKFILL): CRUSHED ROCK OR GRAVEL WITH 100% PASSING A 1-INCH SIEVE

AND NOT MORE THAN 10% PASSING A NUMBER 4 SIEVE; OR BETTER.

4. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE ON THE VOLUME OF MATERIAL ACTUALLY REQUIRED TO OBTAIN THE

CROSS SECTIONS OR GRADES AS SHOWN ON THE PLANS.

5. THE CONTRACTOR SHALL REMOVE ALL MUCK, YIELDING MATERIAL ROOTS, VEGETATION AND OTHER DEGRADABLE MATERIAL IN ITS ENTIRETY, WITHIN THE PAVEMENT UNITS AND BELOW ALL STRUCTURES AND UTILITIES TO FULL EXCAVATED TRENCH WIDTH. SAID MATERIAL SHALL BE REPLACED WITH CLEAN ORGANIC FREE MATERIAL WITH ROCKS SMALLER THAN ONE INCH IN DIAMETER COMPACTED TO NOT LESS THAN 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE. AASHTO T-180 METHOD "D" WITH MAXIMUM LIFTS OF TWELVE INCHES COMPACTED THICKNESS.

6. TRENCH BACKFILL AND COMPACTION SHALL FOLLOW THE CONTRACT SPECIFICATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SAFETY PRECAUTIONS DURING EXCAVATION

AND TRENCHING OPERATIONS AS REQUIRED BY THE "TRENCH SAFETY ACT".

8. THIS WORK SHALL INCLUDE THE EXCAVATION OF WHATEVER SUBSTANCES THAT SHALL BE ENCOUNTERED TO THE DEPTHS AS SHOWN ON THE PLANS. EXCAVATED MATERIALS NOT REQUIRED FOR FILL OR BACKFILL SHALL BE REMOVED FROM THE WORK SITE AS DIRECTED BY THE ENGINEER AND SHALL BE CONSIDERED TO BE A PART OF THE BID PRICE OF

THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED.

9. WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATED AREA. IT SHALL BE REMOVED BY PUMPING OR OTHER MEANS AS APPROVED BY THE ENGINEER. THE REMOVAL OF WATER SHALL BE CONSIDERED TO BE A PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED. CONTRACTOR TO OBTAIN DEWATERING PERMITS FROM APPLICABLE JURISDICTIONAL AGENCIES (SFWMD, ETC.) IF REQUIRED.

10. IF THE BOTTOM OF THE TRENCH IS ROCK, THE EXCAVATION SHALL BE CARRIED EIGHT INCHES BELOW THE INVERT OF THE PIPE AND BACKFILLED WITH THOROUGHLY COMPACTED SAND, GRAVEL, OR OTHER SUITABLE MATERIAL APPROVED

BY THE ENGINEER.

11. ROCK EXCAVATION SHALL INCLUDE ANY ROCK ENCOUNTERED WHICH CANNOT BE REMOVED WITH A 3/4 YARD BACKHOE UNDER NORMAL OPERATING CONDITIONS. ROCK EXCAVATION SHALL BE INCIDENTAL TO CONSTRUCTION OF ALL PIPING

SYSTEMS AND NO SEPARATE PAYMENT WILL BE MADE.

12. WHENEVER IT IS NECESSARY, IN THE INTEREST OF SAFETY, TO BRACE OR SHORE THE SIDES OF THE TRENCH, SUCH BRACING OR SHORING SHALL BE CONSIDERED TO BE PART OF THE BID PRICE OF UTILITY PIPE FOR WHICH EXCAVATION

AND BACKFILL IS REQUIRED.

13. THE CONTRACTOR SHALL FURNISH, PUT IN PLACE AND MAINTAIN SUCH SHEETING, BRACING, AS MAY BE REQUIRED TO SUPPORT THE SIDE OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH CAN IN ANY WAY DAMAGE THE

WORK OR ENDANGER ADJACENT STRUCTURES.

14. IF FIELD CONDITIONS, TYPE OF SHEETING OR CONSTRUCTION METHODS MAKE REMOVAL OF SHEETING IMPRACTICABLE, AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR MAY LEAVE ALL SHEETING IN PLACE. THE ENGINEER MAY REQUIRE SHEETING TO BE CUT OFF AT ANY SPECIFIED ELEVATION BUT IN NO CASE WILL ANY SHEETING BE LEFT CLOSER THAN TWO (2) FEET BELOW THE NATURAL SURFACE, NOR CUT OFF BELOW THE ELEVATION OF THE TOP OF THE

PIPE.

15. AFTER PIPES, STRUCTURES, AND OTHER APPURTENANCES HAVE BEEN INSTALLED, THE TRENCH OR OPENING SHALL BE

BACKFILLED WITH MATERIAL IN CONFORMANCE WITH THE SPECIFICATION.

16. IN AREAS WHERE PAVEMENTS ARE TO BE CONSTRUCTED OVER THE PIPE. THE REMAINDER OF THE TRENCH SHALL BE PLACED IN SIX INCH LAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 98 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. CONTRACTOR WILL BE RESPONSIBLE FOR CORRECTING DAMAGE FROM

SETTLEMENT IN THE BACKFILLED AREAS WHETHER UNDER THE PAVEMENT OR OTHERWISE.

17. IN AREAS WHERE NO PAVEMENT IS TO BE CONSTRUCTED, THE BACKFILL ABOVE THE TWELVE INCH LINE ABOVE THE PIPE SHALL BE COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF THE SOIL ADJACENT TO THE PIPE

TRENCH.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED SAFETY BARRIER AND PROTECTIVE STEEL PLATE

COVERINGS FOR OPEN TRENCHES.

19. SOIL BORING INFORMATION WILL BE PROVIDED TO THE CONTRACTOR. THE SOIL BORING DATA PROVIDED IS FOR THE CONTRACTOR'S INFORMATION. THE ENGINEER DOES NOT MAKE ANY REPRESENTATION REGARDING EXISTING SUBSOIL CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ADDITIONAL SOIL BORINGS TO VERIFY THE LIMITS

OF UNSUITABLE MATERIAL ON-SITE.

20. SEE SOILS EVALUATION OF THE PROJECT AREA ON GEOTECHNICAL INVESTIGATION REPORT PERFORMED BY PAN GEO

CONSULTANTS, JUNE 2021.

STORMWATER NOTES

1. LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERMITTED.

2. ALL CEMENT USED ON DRAINAGE STRUCTURES SHALL BE A TYPE II PORTLAND CEMENT, CONFORMING TO ASTM

SPECIFICATION C-150 AASHTO DESIGNATION M-85.

3. UNLESS OTHERWISE SPECIFIED ON THE PLANS, STRUCTURES SHALL BE PRECAST CONCRETE SECTIONS.

4. MORTAR FOR USE IN CONSTRUCTION AND PLASTERING STRUCTURES SHALL CONFORM TO ASTM C-270 SPECIFICATIONS FOR MORTAR FOR UNIT MASONRY. A PORTLAND CEMENT HYDRATED LIME MIXTURE OR A MASONRY CEMENT MAY BE

USED PROVIDED THAT THE SAME MATERIALS ARE USED THROUGHOUT THE PROJECT.

5. MORTAR MATERIALS SHALL BE PROPORTIONED BY VOLUME AND SHALL CONSIST OF ONE PART TYPE II PORTLAND CEMENT TO TWO PARTS AGGREGATE (SAND). PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, "SPECIFICATIONS FOR PORTLAND CEMENT", AGGREGATE SHALL CONFORM TO ASTM C-144 "SPECIFICATIONS FOR AGGREGATE FOR

MASONRY UNITS",

6. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AS MODIFIED THERETO. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. MINIMUM WALL THICKNESS SHALL BE 8 INCHES AND MINIMUM INSIDE DIAMETER SHALL BE 48 INCHES. THE INSIDE OF ALL STRUCTURES SHALL BEAR THE APPROVAL OF A CERTIFIED TESTING

LABORATORY WHEN DELIVERED TO THE JOB SITE.

7. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES GIVEN. ANY PIPE THAT IS NOT IN TRUE ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER INSTALLATION SHALL BE RE-INSTALLED AT NO ADDITIONAL

COST TO THE CITY.

8. THE BASE AND WALLS THAT COMPOSE THE BOTTOM SECTION OF THE PRECAST STRUCTURES SHALL BE OF MONOLITHIC CONSTRUCTION, 8 INCHES THICK AND THE EDGE OF THE BASE SLAB SHALL PROJECT A MINIMUM 4 INCHES BEYOND THE

OUTSIDE DIAMETER OF THE WALL.

9. HOLES FOR PIPING SHALL BE MIN. 6 INCHES LARGER THAN THE OUTSIDE DIAMETER OF THE RESPECTIVE PIPES. AFTER THE PIPE IS SET, THE VOID SPACE BETWEEN THE PIPE AND THE HOLE PERIMETER SHALL BE COMPLETELY FILLED WITH

NON-SHRINKING, QUICK-SETTING, WATERPROOF CEMENT MORTAR AND STRUCK SMOOTH.

10. THE MINIMUM HEIGHT OF PRECAST BASE SECTION SHALL BE 36 INCHES FROM THE BOTTOM OF THE BASE SLAB;

HOWEVER, NO HOLES FOR PIPING SHALL BE CAST LESS THAN 8 INCHES FROM THE TOP OF THE BASE SECTION OR LESS

THAN 2 INCHES ABOVE THE TOP OF THE BASE SLAB.

11. THE CONTRACTOR SHALL FURNISH THE ENGINEER SHOP DRAWINGS OF THE PRECAST STRUCTURES (AND CERTIFICATION FROM A TESTING LABORATORY) FOR APPROVAL. SHOP DRAWINGS SHOULD ILLUSTRATE ALL

DIMENSIONS, REINFORCEMENT, AND SPECIFICATIONS FOR THE COMPLETE STRUCTURE.

12. ALL CASTING SHALL BE TRUE TO PATTERN AND DIMENSIONS, FREE FROM FAULTS OR DEFECTS AND WELL CLEANED.

13. BEARING SURFACES BETWEEN CAST FRAMES, COVERS AND GRATES SHALL BE MACHINED AND FITTED TOGETHER TO ASSURE A TRUE AND EVEN FIT. WITHIN AREAS OF VEHICULAR TRAFFIC THE FRAMES, COVERS AND GRATING SHALL BE MACHINE-GROUND SO THAT IRREGULARITY OF CONTACT WILL BE REDUCED TO A MINIMUM AND WILL BE RATTLE PROOF.

14. CONTRACTOR IS TO PREVENT INTRODUCTION OF DEBRIS OR DIRT INTO EXISTING STORM DRAINAGE AND/OR SANITARY SEWER SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES. ALL LINES AND STRUCTURES SHALL BE CLEANED PRIOR

TO FINAL INSPECTION AND ACCEPTANCE.

15. LOCATION OF DRAINAGE STRUCTURES GOVERN. ADJUST PIPE LENGTHS AS REQUIRED.

16. WALL REINFORCEMENT AND THICKNESS FOR PRECAST STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C-478.

17. ALL STRUCTURES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL REST ON A FIRM CAREFULLY GRADED SUB

GRADE WHICH SHALL PROVIDE UNIFORM BEARING UNDER BASE.

18. PIPE BEDDING SHALL BE SAND, GRAVELLY SAND, OR 1-INCH MINUS CRUSHED LIMESTONE, NOT MORE THAN 10% OF

WHICH PASSES A NO. 200 SIEVE.

19. CONTRACTOR TO WRAP ALL PIPE JOINTS AND PIPE CONNECTIONS TO STRUCTURES WITH APPROVED FILTER FABRIC.

20. SHOP DRAWINGS FOR ALL STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE SUBMITTED TO THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS FOR APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION.

21. PROTECT COMPLETED DRAINAGE STRUCTURES FROM CONTAMINATION BY SILT AND CONSTRUCTION DEBRIS. PLACE FILTER FABRIC BETWEEN THE FRAME AND INLET GRATE UNTIL SITE CONSTRUCTION OPERATIONS ARE FINISHED.

22. CONTRACTOR SHALL INSPECT AND CLEAN ALL EXISTING STRUCTURES AND PIPES WITHIN THE PROJECT LIMITS. IF EXISTING STRUCTURES AND PIPES ARE DAMAGED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONNECTION WITH THE NEW PIPE OR STRUCTURE. CONTRACTOR TO ENSURE ALL STORM WATER PIPING AND STRUCTURES ARE

CLEANED PRIOR TO PROJECT CLOSEOUT.

23. ADJUST ALL EXISTING STRUCTURES TO NEW GRADE ELEVATIONS.

24. ALL DRAINAGE CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF DANIA

BEACH.

25. CATCH BASINS, SEEPAGE DRAINS, PAVEMENT RESTORATION AND PAVEMENT AROUND CATCH BASINS TO BE ACCORDING TO THE DETAILS AND APPLICABLE REQUIREMENTS OF THE CITY OF DANIA BEACH PUBLIC WORKS

DEPARTMENT.

PAVEMENT MARKINGS AND SIGNAGE

1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND IN COMPLIANCE WITH BROWARD COUNTY TRAFFIC

ENGINEERING DIVISION.

2. ALL EXISTING MARKINGS IN CONFLICT WITH THE PROPOSED DESIGN SHALL BE REMOVED.

3. TRAFFIC SIGNS:

A. MATERIALS: FOLLOW SECTION 700 OF THE FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION," LATEST EDITION; AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) BY THE

U.S. DEPARTMENT OF TRANSPORTATION, LATEST EDITION.

B. PLACEMENT: IN ACCORDANCE WITH PART 2 OF THE MUTCD.

4. ALL TRAFFIC CONTROL SIGNAGE, EQUIPMENT AND MATERIALS TO BE APPROVED BY BROWARD COUNTY TRAFFIC

ENGINEERING DIVISION.

5. BIDIRECTIONAL BLUE/BLUE REFLECTIVE PAVEMENT MARKERS (RPMS) SHALL BE PLACED WITHIN THE ROADWAY IN THE FRONT OF ALL EXISTING FIRE HYDRANTS. THESE RPMS SHALL BE PLACED IN THE MIDDLE OF THE TRAVEL LANE ON THE

SIDE OF THE ROAD CLOSES TO THE FIRE HYDRANT.

6. BIDIRECTIONAL RED/RED REFLECTIVE PAVEMENT MARKERS (RPMS) SHALL BE PLACED WITHIN THE ROADWAY IN THE FRONT OF ALL EXISTING FIRE DEPARTMENT CONNECTIONS (FDC). THESE RPMS SHALL BE PLACED IN THE MIDDLE OF

THE TRAVEL LANE ON THE SIDE OF THE ROAD CLOSES TO THE FIRE HYDRANT.

AS-BUILT DRAWINGS

1. CONTRACTOR TO SUBMIT AS-BUILT DRAWINGS TO THE CITY OF DANIA BEACH FOR REVIEW AND APPROVAL.

2. FINAL AS-BUILT DRAWINGS TO BE SUBMITTED TO THE CITY OF DANIA BEACH IN THE FOLLOWING FORMAT:

- SIX (6) SIGNED AND SEALED HARD COPIES

- ONE (1) ELECTRONIC FILE (PDF, CAD)

PAVING AND GRADING NOTES

1. UNDERGROUND UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY PAVEMENT CONSTRUCTION

BEGINS.

2. ALL PAVEMENT SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD "D" AND SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 120.

THE TEST RESULTS SHALL BE ACCEPTED BY THE CITY PRIOR TO PLACEMENT OF BASE MATERIAL.

3. IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SHELLROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 230. THE SHELLROCK BASE SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE. AASHTO T-180, METHOD "D", THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. CITY PUBLIC WORKS DEPARTMENT STANDARDS REQUIRE DENSITY TESTS AT 25' O.C. THE TEST RESULTS SHALL BE ACCEPTED BY THE CITY AND ENGINEER PRIOR TO

APPLICATION OF THE PRIME AND TACK COATS.

4. THE PRIME AND TACK COAT CONSTRUCTION AND MATERIALS FOR THE PRIME AND TACK COATS SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300. THE PRIME AND TACK COATS SHALL BE APPLIED PRIOR TO CONSTRUCTION OF THE ASPHALT SURFACE COURSE AND SHALL BE SANDED AND ROLLED IN ACCORDANCE WITH SECTION 300. APPLICATION RATES SHALL BE 0.15 GAL/SY FOR LIMEROCK BASE AND 0.25 GAL/SY FOR

SHELLROCK BASE.

5. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE AS SHOWN ON THE PLANS. THE MATERIALS FOR THE ASPHALT CONCRETE SURFACE COURSE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 331. ASPHALT SURFACE TO BE PLACED IN TWO LIFTS. FIRST LIFT, SP12.5, 1.5 INCHES, SECOND LIFT, FC9.5, 1

INCH.

6. THE MATERIAL TO BE USED AS A STABILIZER SHALL BE SOIL OF HIGH BEARING VALUE SUCH AS, SAND-CLAY, GROUND LIMESTONE, CRUSHED LIMEROCK, OYSTER SHELL, COQUINA SHELL, ROCK SCREENINGS, OR ANY OTHER MATERIAL WHICH IS SUITABLE FOR STABILIZATION. MUCK SHALL NOT BE USED AS STABILIZING MATERIAL.

7. ALL GRADES SHOWN REFER TO FINISHED ASPHALT PAVEMENT UNLESS OTHERWISE NOTED.

8. MATERIAL HAVING A PLASTICITY INDEX AT MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 SHALL NOT BE USED. ALL

MATERIAL USED FOR STABILIZING THE ROADBED SHALL PASS A 3-1/2 INCH RING.

9. WHERE THE BEARING VALUE OF THE EXISTING SUBGRADE IS ADEQUATE WITHOUT ADDITION OF STABILIZING MATERIAL, THE SUBGRADE SHALL BE SCARIFIED AND DICED, HARROWED, BLADED, OR TILLED FOR REMOVAL OF BOULDERS, ROOTS, ETC. TO ASSURE UNIFORMITY AND THOROUGH MIXING OF MATERIAL TO THE FULL WIDTH AND DEPTH OF REQUIRED STABILIZATION. THE COMPACTED SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND CROSS-SECTION

SHOWN ON THE PLANS.

10. CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AT THE LIMITS OF REMOVAL OF EXISTING PAVEMENT AND WHEN NEW PAVEMENT CONSTRUCTION MEETS EXISTING PAVEMENT. MEET AND MATCH SHALL ALSO MEAN SAW CUT AND

MATCH.

11. THE SUBGRADE TO BE STABILIZED MAY BE PROCESSED IN ONE COURSE, UNLESS THE EQUIPMENT AND METHODS BEING USED DO NOT PROVIDE THE REQUIRED UNIFORMITY, PARTICLE SIZE LIMITATION, COMPACTION AND OTHER DESIGNED RESULTS IN WHICH CASE, THE CITY WILL DIRECT THAT THE PROCESSING BE DONE IN MORE THAN ONE COURSE.

12. PRIOR TO THE BEGINNING OF STABILIZING OPERATIONS, THE AREA TO BE STABILIZED SHALL HAVE BEEN CONSTRUCTED TO AN ELEVATION SUCH THAT UPON COMPLETION OF STABILIZING OPERATIONS, THE COMPLETED STABILIZED SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND CROSS-SECTION SHOWN IN THE PLANS, PRIOR TO THE SPREADING OF ANY ADDITIVE STABILIZING MATERIAL THE SURFACE OF THE ROADBED SHALL BE BROUGHT TO A PLACE

APPROXIMATELY PARALLEL TO THE PLANE OF THE PROPOSED FINISHED SURFACE.

13. THE STABILIZING MATERIAL SHALL BE APPLIED IN SUCH QUANTITY AS IS NECESSARY TO PRODUCE THE REQUIRED BEARING VALUE. IT SHALL BE INCORPORATED WITH THE SUBGRADE BY FLOWING, DICING, HARROWING, BLADING OR MIXING WITH ROTARY TILLERS UNTIL THE MIXED MATERIALS ARE OF A UNIFORM BEARING VALUE FOR THE FULL WIDTH AND DEPTH OF THE COURSE BEFORE COMPACTION, REGARDLESS OF THE CHARACTER OR BEARING VALUE. ALL MATERIALS IN THE STABILIZING COURSE THAT WILL NOT PASS A 3-1/2" RING SHALL BE REMOVED OR BROKEN DOWN TO

A SIZE NOT LARGER THAN 3-1/2 INCHES

14. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH ANY TYPE OF EQUIPMENT WHICH WILL PRODUCE THE REQUIRED DENSITY. COMPACTION SHALL CONTINUE UNTIL THE ENTIRE DEPTH TO BE STABILIZED HAS A DENSITY OF NOT LESS THAN 98 PERCENT OF THE MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180, FIELD DENSITY TESTS

SHALL BE MADE AT INTERVALS NOT GREATER THAN 50 FEET IN EACH COURSE OR LAYER.

15. THE LIMEROCK SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED OVER BASE PREVIOUSLY PLACED, IF PRACTICABLE, AND DUMPED ON THE END OF THE PROCEEDING SPREAD, HAULING OVER THE SUBGRADE AND DUMPING ON THE SUB GRADE WILL BE PERMITTED ONLY WHEN IN THE CITYS OPINION THESE OPERATIONS WILL NOT BE

DETRIMENTAL TO THE BASE.

16. THE LIMEROCK SHALL BE SPREAD UNIFORMLY, WITH EQUIPMENT ACCEPTABLE TO THE ENGINEER, ALL SEGREGATED OR OTHERWISE UNACCEPTABLE AREAS SHALL BE REMOVED AND REPLACED WITH PROPERLY GRADED ROCK, AFTER SPREADING IS COMPLETED, THE ENTIRE SURFACE SHALL BE SCARIFIED AND THEN SHAPED SO AS TO PRODUCE THE REQUIRED GRADE, THICKNESS AND CROSS-SECTION AFTER COMPACTION. LIFTS SHALL HAVE A MAXIMUM COMPACTED

THICKNESS OF SIX INCHES.

17. COMPACTION SHALL BE ACCOMPLISHED AT OPTIMUM MOISTURE. WHEN THE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WETTING OR DRYING WILL BE REQUIRED. ADDED WATER SHALL BE UNIFORMLY MIXED TO THE FULL DEPTH OF THE COURSE WHICH IS BEING COMPACTED.

18. BEFORE ANY BITUMINOUS MATERIAL IS APPLIED, ALL LOOSE MATERIAL, DUST, DIRT, CAKED SLAY AND FOREIGN MATERIAL WHICH MIGHT PREVENT PROPER BOND WITH EXISTING SURFACE SHALL BE REMOVED FOR THE FULL WIDTH OF THE APPLICATION, PARTICULAR CARE SHALL BE TAKEN TO CLEAN THE OUTER EDGE OF THE STRIP TO BE TREATED IN ORDER TO ENSURE THAT THE PRIMER WILL ADHERE, WHERE THE PRIMER IS APPLIED ADJACENT TO CURB & GUTTER OR VALLEY GUTTER, SUCH CONCRETE SURFACES ARE TO BE PROTECTED AND KEPT FREE OF BITUMINOUS MATERIAL.

19. NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN 40 DEGREES F IN THE SHADE AND FALLING, OR WHEN IN THE OPINION OF THE CITY, THE WEATHER CONDITIONS OR THE CONDITION OF THE

EXISTING SURFACE IS UNSUITABLE.

20. THE SURFACE TO BE PRIMED SHALL BE CLEAN AND DRY FOR LIMEROCK BASES. THE GLAZED FINISH SHALL BE REMOVED

BEFORE THE APPLICATION OF PRIME COAT.

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

EXISTING PAVEMENT.

22. ALL EXISTING UTILITY MH COVERS, ELECTRICAL BOXES, METER BOXES, METERS, DRAINAGE STRUCTURES, ETC. WITHIN PROPOSED AREAS OF IMPROVEMENTS SHALL BE ADJUSTED TO GRADE ELEVATION, UNLESS OTHERWISE NOTED.

Xref ..\References\21-090.039 X Title Block 22x34.dwg

FLORIDA

SW 34 TERRACE

STORMWATER

JM

ARC

GENERAL NOTES

GN-2

04 22100% SUBMITTAL

DEMOLITION

EXISTING STORM DRAINAGE

LINE TYPES

TOPOGRAPHIC SURVEY

ROAD / ASPHALT RESTORATION

CONCRETE RESTORATION

PROPOSED ASPHALT OVERLAY

SPECIALTY DRIVEWAY RESTORATION

SOD RESTORATION (CONTRACTOR TO

RESTORE IRRIGATION DAMAGED BY

INSTALLATION OF UTILITY IMPROVEMENTS)

EXISTING TREE OR PALM TO REMAIN

EXISTING TREE OR PALM TO BE REMOVED

EXISTING TREE OR PALM TO BE RELOCATED

TREE ID TAG

LANDSCAPING

RESTORATION

ORNAMENTAL PLANT

F-101 ROOT BARRIER

QV

3 PROPOSED TREE QUANTITY

TYPE OF TREE

ABBREVIATIONS

ABN - ABANDONED

ACP - ASBESTOS CEMENT PIPE

ACCE - ACCESS EASEMENT

AE - ANCHOR EASEMENT

AERE - AERIAL EASMENT

ALUM - ALUMINUM

ASPH - ASPHALT

A & UE - ACCESS & UTILITY EASEMENT

AVE - AVENUE

BCR - BROWARD COUNTY RECORDS

BCHCED - BROWARD COUNTY HIGHWAY CONSTRUCTION

ENGINEERING DIVISION

BCTED - BROWARD COUNTY TRAFFIC ENGINEERING DEPT

BCWWS - BROWARD COUNTY WATER & WASTEWATER

SERVICES

BE - BURIED ELECTRIC

BFO - BURIED FIBER OPTICS

BLDG - BUILDING

BT - BURIED TELEPHONE

CATV - CABLE TELEVISION

CAE - CANAL ACCESS EASEMENT

CB - CATCH BASIN

CCTV - CLOSED CIRCUIT TELEVISION

CIP - CAST IRON PIPE

℄ - CENTER LINE

CLF - CHAIN LINK FENCE

CME - CANAL MAINTENANCE EASEMENT

CMP - CORRUGATED METAL PIPE

CO - CLEAN OUT

COMM - COMMUNICATIONS

CONC - CONCRETE

CORP - CORPORATION

CS - CONTROL STRUCTURE

DCR - DADE COUNTY RECORDS

DE - DRAINAGE EASEMENT

DIAM - DIAMETER

DIP - DUCTILE IRON PIPE

DWG - DRAWING

DWY - DRIVEWAY

E - EAST

EL - ELEVATION

ELEC - ELECTRIC

EOP - EDGE OF PAVEMENT

EX - EXISTING

FF - FINISHED FLOOR

FFE - FINISHED FLOOR ELEVATION

FH - FIRE HYDRANT

FM - FORCE MAIN

FPL & CE - FLORIDA POWER & LIGHT COMPANY EASEMENT

G - GAS

GV - GATE VALVE

HDPE - HIGH DENSITY POLYETHYLENE

IE - INVERT ELEVATION

IE & UE - INGRESS EGRESS & UTILITY EASEMENT

IEE - INGRESS & EGRESS EASEMENT

INSTR - INSTRUMENT

INV - INVERT

IRR - IRRIGATION

LB - LICENSED BUSINESS

LF - LINEAR FOOT

LGTH - LENGTH

MAS - MAINTENANCE ACCESS STRUCTURE

MAX - MAXIMUM

MB - MAIL BOX

ME - MAINTENANCE EASEMENT

MF - METAL FENCE

MH - MANHOLE

MIN - MINIMUM

MTR - METER

N - NORTH

NAVD 88 - NORTH AMERICAN VERTICAL DATUM OF 1988

NGVD - NATIONAL GEODETIC VERTICAL DATUM

NO - NUMBER

NTS - NOT TO SCALE

O/H - OVERHEAD ELECTRIC

PB - PLAT BOOK

PE - POLYETHYLENE

PF - PLASTIC PICKET FENCE

PG - PAGE

POB - POINT OF BEGINNING

POC - POINT OF COMMENCEMENT

PROP - PROPOSED

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

RE - RIM ELEVATION

RPM - REFLECTIVE PAVEMENT MARKER

RT - RIGHT

R/W - RIGHT-OF-WAY

S - SOUTH

SAN - SANITARY SEWER

SD - STORM DRAIN

SE - SEWER EASEMENT

SFWMD - SOUTH FLORIDA WATER MANAGEMENT DEPT

SHT - SHEET

SQ FT - SQUARE FEET

ST - STREET

STA - STATION

SWK - SIDEWALK

TEL - TELEPHONE

TH - TEST HOLE

TOC - TOP OF CURB

TOP - TOP OF PIPE

TYP - TYPICAL

UE - UTILITY EASEMENT

UNK - UNKNOWN

VCP - VITRIFIED CLAY PIPE

W - WEST

WF - WOOD FENCE

W/R - WHITE & RED

WM - WATER MAIN

WME - WATER MAIN EASEMENT

WTR - WATER

WWED - WASTEWATER ENGINEERING DEPARTMENT

WWS - WATER & WASTEWATER SERVICES

PROPOSED STORM DRAINAGE

PROPOSED ELEVATION

PROPOSED STORM DRAIN PIPE

PROPOSED SURFACE FLOW ARROW

PROPOSED CATCH BASIN OR INLET

PROPOSED EXFILTRATION TRENCH

00.00

B-1 BORING LOCATION

GEOTECHNICAL

PROPOSED MANHOLE

TEST HOLE LOCATION

T.H.

DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

500 West Cypress Creek Road Suite 630

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY

1"0

Pl ot

D at e:

/9 /2

8:

:0 rn am e:

c em an ou t N am e:

G

N -2

Fo ld er P at h:

V

Pr oj ec ts

\2

1\

-0

.0

SW

4t h Te rr ac e St or m w at er Im pr ov em en ts \D es ig n\

CA

D\ Sh na m e:

1-

0.

Ge ne ra l N ot es

.d w g

OF

JENNIFER L. SMITH, PE

REGISTRATION NO. 72232

DATE: __________

This seal is only valid on printed copies that are dated with an original of the licensee's signature. Scanned or electronic copies are not considered signed and sealed.

JENNIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

P R O F E S S I O N A L E N G I N E

E RSTATE OF

12/17/2021

S.W. 34th TERRACEG

RI

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IN

R O

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REMOVE 10 LF OF EX ABN 6" CIP WM REMOVE & REINSTALL

EX MAILBOX

10+00 11+00 12+00 13+00

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

'SPEED LIMIT 25' SIGN

REMOVE & REINSTALL

'DEAD END' SIGN

REMOVE 29 LF OF EX

15" HDPE SD PIPE

REMOVE &DISPOSE

OF EXISTING CATCH

BASIN

EXISTING 'STOP' &

'STREET NAME' (2) SIGNS

TO REMAIN

REMOVE 10 LF OF EX ABN 6" CIP WM

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOXES (2)

REMOVE & REINSTALL

EX MAILBOX

14+00 15+00 16+00 17+00 18+00

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOXES (2)

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

S.W. 34th TERRACE

REMOVE & REINSTALL EX

'SPEED HUMP AHEAD' SIGN

REMOVE EX SPEED HUMP

REMOVE &DISPOSE

OF EXISTING CATCH

BASIN

REMOVE &DISPOSE 10

LF OF EX ABN 6" CIP

WM

DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

500 West Cypress Creek Road Suite 630

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY

1"0

Pl ot

D at e:

/9 /2

8:

:0 rn am e:

c em an ou t N am e:

E

C-

Fo ld er P at h:

V

Pr oj ec ts

\2

1\

-0

.0

SW

4t h Te rr ac e St or m w at er Im pr ov em en ts \D es ig n\

CA

D\ Sh na m e:

1-

0.

Ex ist in g

Co nd iti on s a nd

D em ol iti on P la n.

dw g

OF

JENNIFER L. SMITH, PE

REGISTRATION NO. 72232

DATE: __________

This seal is only valid on printed copies that are dated with an original of the licensee's signature. Scanned or electronic copies are not considered signed and sealed.

JENNIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

P R O F E S S I O N A L E N G I N E

E RSTATE OF

12/17/2021

DANIA BEACH,

FLORIDA

SW 34 TERRACE

STORMWATER

JM

ARC

EXISTING

CONDITIONS AND

DEMOLITION PLAN

EC-1

05 22100% SUBMITTAL

EXISTING ASPHALT TO BE REMOVED

HATCH LEGEND

EXISTING CONCRETE TO BE REMOVED

PERMIT SET

MUST BE ON SITE AT ALL TIMES DURING CONSTRUCTION

MATERIAL

ALL MATERIAL USED AND INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY OR

EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF DANIA BEACH

MINIMUM STANDARDS.

EXISTING CONCRETE DRIVEWAY TO BE REMOVED

ITEM TO BE REMOVED

VERTICAL DATUM INFORMATION

ALL ELEVATIONS SHOWN ARE IN NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

KEY MAP

N.T.S.

DEMOLITION NOTE:

CONTRACTOR TO PROVIDE COORDINATES (FLORIDA EAST

STATE PLANE) FOR EACH BEGIN AND END POINT OF PIPE

REMOVAL, TO BE INCLUDED IN RECORD DRAWINGS.

EXISTING UTILITIES ARE BASED ON AVAILABLE RECORDS.

CONTRACTOR TO POTHOLE AHEAD OF ALL UTILITY

INSTALLATIONS.

1 INCH = FEET

GRAPHIC SCALE

10 20 40

EXISTING SPECIALTY DRIVEWAY TO BE REMOVED

EC-1EC-1 EC-2 EC-2

SW 34 TERRACE

G

RI

FF

IN

R O

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M A

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H

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IN

G B

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IN

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B O

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M A

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R A

W

IN

G N

O . E

C -2

S.W. 34th TERRACE

REMOVE & REINSTALL

EX MAILBOXES (2)

REMOVE 723 LF OF EX ABN 6" CIP WM REMOVE & REINSTALL

EX MAILBOX REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

19+00 20+00 21+00 22+00 23+00

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL EX

'SPEED HUMP AHEAD' SIGN

S.W. 34th TERRACE

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE 723 LF OF EX ABN 6" CIP WM

23+00 24+00 25+00 26+00 26+68

REMOVE & REINSTALL

EX MAILBOXES (2)

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE & REINSTALL

EX MAILBOX

REMOVE 10 LF OF EX

15" HDPE SD PIPE

REMOVE & REINSTALL

'SPEED LIMIT 25' SIGN

REMOVE & REINSTALL

'STOP' SIGN

REMOVE & REINSTALL

EX MAILBOX

DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

500 West Cypress Creek Road Suite 630

Ft. Lauderdale, FL 33309 954.730.0707 www.chenmoore.com

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY

1"0

Pl ot

D at e:

/9 /2

8:

:1 rn am e:

c em an ou t N am e:

E

C-

Fo ld er P at h:

V

Pr oj ec ts

\2

1\

-0

.0

SW

4t h Te rr ac e St or m w at er Im pr ov em en ts \D es ig n\

CA

D\ Sh na m e:

1-

0.

Ex ist in g

Co nd iti on s a nd

D em ol iti on P la n.

dw g

OF

JENNIFER L. SMITH, PE

REGISTRATION NO. 72232

DATE: __________

This seal is only valid on printed copies that are dated with an original of the licensee's signature. Scanned or electronic copies are not considered signed and sealed.

JENNIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

P R O F E S S I O N A L E N G I N E

E RSTATE OF

12/17/2021

EXISTING ASPHALT TO BE REMOVED

HATCH LEGEND

EXISTING CONCRETE TO BE REMOVED

PERMIT SET

MUST BE ON SITE AT ALL TIMES DURING CONSTRUCTION

MATERIAL

ALL MATERIAL USED AND INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY OR

EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF DANIA BEACH

MINIMUM STANDARDS.

EXISTING CONCRETE DRIVEWAY TO BE REMOVED

ITEM TO BE REMOVED

VERTICAL DATUM INFORMATION

ALL ELEVATIONS SHOWN ARE IN NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

KEY MAP

N.T.S.

DEMOLITION NOTE:

CONTRACTOR TO PROVIDE COORDINATES (FLORIDA EAST

STATE PLANE) FOR EACH BEGIN AND END POINT OF PIPE

REMOVAL, TO BE INCLUDED IN RECORD DRAWINGS.

EXISTING UTILITIES ARE BASED ON AVAILABLE RECORDS.

CONTRACTOR TO POTHOLE AHEAD OF ALL UTILITY

INSTALLATIONS.

1 INCH = FEET

GRAPHIC SCALE

10 20 40

EXISTING SPECIALTY DRIVEWAY TO BE REMOVED

EC-1EC-1 EC-2 EC-2

SW 34 TERRACE

G

RI

FF

IN

R O

A D

N

DANIA BEACH,

FLORIDA

SW 34 TERRACE

STORMWATER

JM

ARC

EXISTING

CONDITIONS AND

DEMOLITION PLAN

EC-2

06 22100% SUBMITTAL

M A

TC

H

LI

N

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SE

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R A

W

IN

G N

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C -1

M A

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R A

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IN

G B

EL

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W L

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M A

TC

H

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E D

R A

W

IN

G A

B O

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MATCHLINE SEE RIGHT

MATCHLINE SEE LEFT

BCTED #210923060

FF

IN

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10+00 11+00 12+00 13+00

1.49

1.83

1.531.661.741.77

2.07

1.85

2.18

1.95

2.01

2.21

2.062.082.09 2.10

2.11

2.13

2.14

2.13

2.28

2.10

2.07 2.01 2.00 1.93 1.88 1.80

1.78 1.80 1.77 1.73

1.63

1.56 1.50 1.50

1.50

1.501.86

1.50

1.63

CENTERLINE OF SWALE (TYP)

INSTALL STRUCTURE - (17)

STORM MANHOLE, 48''Ø

RIM EL. 1.95

INV. EL. -3.55 N (18'' RCP)

INV. EL. -2.87 W (15'' RCP)

INV. EL. -2.87 E (15'' RCP)

SUMP EL. -5.05

INSTALL STRUCTURE - (18)

STORM MANHOLE, 72''Ø

RIM EL. 1.56

INV. EL. -3.55 S (18'' RCP)

INV. EL. -3.55 N (18'' RCP)

INV. EL. -2.06 NE (18'' RCP)

INV. EL. -3.15 SW (18'' RCP)

SUMP EL. -5.05

INSTALL STRUCTURE - (15)

CATCH BASIN, TYPE C

RIM EL. 1.68

INV. EL. -2.87 W (15'' RCP)

SUMP EL. -4.37

INSTALL…